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HomeMy WebLinkAboutMarch 2020 - Traffic Impact & Access Study (Pages 1-700) - - 1450 Osgood Street TRAFFIC IMPACT AND ACCESS S for Proposed Redevelopment 1600 Osgood Street North Andover, Massachusetts Prepared For: Hillwood Enterprises, L.P. 4507 North Front Street, Suite 302 Harrisburg, PA 17110 Prepared By: Langan MA, Inc. 888 Boylston Street Boston, MA 02116 Luke Mauro, PTOE "�� oh D. Plante, P.E. T.,, Massachusetts Licensed Profess ionalw Engineer No. 38118 March 2020 Langan Project No. 140182701 A IVEiA /V 36 i Newbury Street, fl Flo()r B o st oN MA 021,15 T I�8M952 e.6 4 26 ww"w ,Ian g a, .c o r New Jersey York,*Gonnr.tirau Mass"ad"'iusettso PennsylvaniaWashiinvon, DC#Virgin[Virgin[a o West Vi rig in i, 0Vi i o#F I o r i da#Te rN . n a*CIrf oiwnI Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA TABLE OF CONTENTS Page No. EXECUTIVE SUMMARY........................................................................................................... 1 1.0 INTRODUCTION............................................................................................................ 1 2.0 SITE ACCESS and STUDY LOCATIONS...................................................................... 2 3.0 EXISTING CONDITIONS............................................................................................... 3 4.0 SITE ACCESS, ON-SITE CIRCULATION & PARKING .................................................11 5.0 INTERSECTION CAPACITY ANALYSIS MEASURES..................................................12 6.0 METHODOLOGY AND ANALYSIS ..............................................................................14 6.1 Step One: Conduct video turning-movement counts and determine the 2018 existing traffic operations at the study intersections. ..................................15 6.2 Step Two: Determine 2026 no-build traffic volumes and traffic operating conditions for the study intersections............................................................17 6.3 Step Three: Determine the traffic volumes to be generated by the development. Distribute and assign these traffic volumes throughout the studyarea road network.................................................................................19 6.4 Step Four: Combine the 2026 adjusted no-build traffic volumes with the assigned proposed traffic to establish 2026 build traffic volumes. Determine traffic operating conditions and identify mitigation of potential impacts for both roadway and generator peak-hour periods...........................................26 6.5 Step Five: Investigate possible safety impacts within the area roadway network............................................................................................................46 7.0 SUMMARY AND CONCLUSIONS...............................................................................49 TOC LAAIGAIV Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA TABLE OF CONTENTS— CONTINUED TABLES Table 1 Increase in Roadway Peak-Hour Trip Generation — Leasing Of Unoccupied Office Space Table 2 Increase in Generator Peak-Hour Trip Generation — Leasing Of Unoccupied Office Space Table 3 Anticipated Average Daily Traffic for Proposed Amazon Fulfillment Center Table 4 Existing Average Daily Traffic (ADT) Table 5 Estimated Change in Average Daily Traffic Table 6 Anticipated Roadway Peak-Hour Trip Generation —Amazon Fulfillment Center Table 7 Anticipated Change in Peak-Hour Trip Generation — Roadway Peak-Hour Table 8 Anticipated Generator Peak-Hour Trip Generation —Amazon Fulfillment Center Table 9 Anticipated Change in Peak-Hour Trip Generation —Generator Peak-Hour Table 10 Capacity Analysis Summary—Weekday A.M. Roadway Peak-Hour Table 1 1 Capacity Analysis Summary—Weekday P.M. Roadway Peak-Hour Table 12 Capacity Analysis Summary—Weekday A.M. Generator Peak-Hour Table 13 Capacity Analysis Summary—Weekday P.M. Generator Peak-Hour Table 14 Intersection Sight Distance Summary Table 15 Accident Data Summary FIGURES Figure 1 Location Map Figure 2 Study Intersection Map Figure 2A Existing Driveway ADT Volumes Figure 2B Existing Driveway Peak-Hour Volumes Figure 3 2018 Existing Peak-Hour Traffic Volumes (Roadway Peak-Hour) Figure 4 2026 No-Build Peak-Hour Volumes (Roadway Peak-Hour) Figure 4A 2026 No-Build Ambient Peak-Hour Traffic Growth (Roadway Peak-Hour) Figure 4B 1210 Osgood Street Background Peak-Hour Traffic Volumes Figure 4C Existing Office Full Occupancy Adjustment Peak-Hour Volumes (Roadway Peak-Hour) Figure 5 Trip Distribution Figure 6 Net "New" Trip Assignment (Roadway Peak-Hour) Figure 6A Development Trip Assignment (Roadway Peak-Hour) Figure 6B Industrial Use Trip Removal (Roadway Peak-Hour) Figure 7 2026 Build Traffic Volumes (Roadway Peak-Hour) Figure 8 2018 Existing Peak-Hour Traffic Volumes (Generator Peak-Hour) Figure 9 2026 No-Build Peak Hour Volumes (Generator Peak-Hour) Figure 9A 2026 No-Build Ambient Peak-Hour Traffic Growth (Generator Peak-Hour) Figure 9C Existing Office Full Occupancy Adjustment Peak-Hour Volumes (Generator Peak-Hour) Figure 10 Net "New" Trip Assignment (Generator Peak-Hour) Figure 10A Development Trip Assignment (Generator Peak-Hour) Figure 10B Industrial Use Trip Removal (Generator Peak-Hour) Figure 11 2026 Build Traffic Volumes (Generator Peak-Hour) APPENDICES Appendix A Site Plan & Off-Site Plans Appendix B Traffic Count Data Appendix C Capacity Analysis— 2018 Existing Traffic Conditions Appendix D Capacity Analysis— 2026 No-Build Traffic Conditions Appendix E Capacity Analysis— 2026 Build Traffic Conditions Appendix F Capacity Analysis— 2026 Build with Improvements Traffic Conditions Appendix G Study Intersection Crash Rate Worksheets Appendix H ADT Trip Generation Memo Appendix I Road Safety Audit — Intersection of Industrial Avenue (Route 125 Connector) at Shelley Road/Ward Hill Avenue Appendix J Signal Warrant Analyses TOC LAAIGAIV Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA EXECUTIVE SUMMARY Langan has prepared this traffic impact study to identify the potential impacts of the proposed redevelopment program and related improvements to be located at 1600 Osgood Street (State Route 125) in North Andover, Massachusetts. The existing development site, also known as Osgood Landing, is located on the west side of Osgood Street between the intersections of Bradford Street and Holt Road (See Figure 1). The site, comprised of four parcels that total approximately 167.8 acres, is occupied by numerous industrial and office buildings and a 6 MW solar energy facility. The site was developed in the 1950's as a manufacturing and related office complex for Western Electric Co., which then merged into and became Lucent Technologies, Inc. Historically, the site was estimated to employ approximately 12,000 to 13,000 people during its peak operation. There are approximately 5,170 parking spaces servicing the existing uses, which excludes existing asphalt area occupied by the on-site solar facilities. Access to the site is provided by two unsignalized full-movement driveways and two signalized full-movement driveways on Osgood Street. The northernmost signalized driveway currently operates in flash mode and functions as an unsignalized driveway. The proposed redevelopment program includes the reconfiguration of the site into three lots (known as: Lots A. B and C); a subdivision roadway to be located in the same location as the northernmost signalized driveway; and the demolition of approximately 1.4 million square feet of existing buildings. Lot A will consist of approximately 27 acres, and will include the renovation of approximately 399,999 square-feet of the existing office buildings (±133,333-square-foot footprint, known as both Building Nos. 20 and 21) along with 1,500 parking spaces. Existing rooftop solar on Buildings 20 and 21 and related solar improvements are proposed to remain on Lot A. Lot B will consist of approximately 110 acres and involves the construction a 4-817,200 square-foot footprint e-commerce fulfillment center along with parking, landscaping and other water quality improvements. Lot C will consist of 30 acres and relocated roof-mounted and ground-mounted solar panels. The parking facilities will be reconfigured to provide a total of approximately 3,500 on-site parking spaces including 1,500 parking spaces for the existing office building and approximately 1,800 passenger car parking spaces and 200 trailer storage spaces plus approximately 64 loading docks for the proposed fulfillment center, along with 4 parking spaces for the solar facility to be located on Lot C. This results in an overall reduction of AAIGAIV ES 1 of 3 Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA approximately 1,670 parking spaces when compared to existing conditions. The redevelopment proposes to modify the access driveways as follows (See Site Plan in Appendix A): • The northernmost signalized driveway, which will share both fulfillment center employee and truck access and egress and also the relocated solar array, will be updated to normal traffic signal operation. A portion of this driveway will also be converted into a private subdivision right-of-way. • The southernmost signalized driveway will be exclusively dedicated to fulfillment center employee access and egress. • The two center un-signalized driveways will be dedicated exclusively to the office building operations on proposed Lot A. The existing roadway infrastructure is generally adequate to support the increase in traffic and truck volume generated by the proposed redevelopment. To maintain acceptable or no-build (background) levels of service the following off-site improvements are recommended: • Provide new signal equipment and construct a single northbound left-turn lane at the development's signalized southernmost driveway with 350' of storage and replace signal equipment. Restripe the southbound right-turn only lane to a shared through/right-turn lane, shift the southbound shared left-turn/through lane west, and provide a striped median between to provide adequate room for re-alignment. • Provide new signal equipment at the northernmost driveway (a portion of which is to be converted into a private subdivision right-of-way) for full operation and coordinate timing with the development's southernmost driveway. Optimize the timings for these two coordinated signals at the development's driveways during both the weekday morning and evening peak period. • Optimize signal timing at the intersection of Industrial Avenue & Shelley Road/ward Hill Avenue during the weekday morning peak period. • Optimize signal timing at the intersection of Osgood Street & Great Pond Road during both the weekday morning and weekday evening peak period. • Optimize signal timing at the intersection of Sutton Street & Main Street/North Main Street during both the weekday evening peak period. AAIGAIV ES2of3 Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA The driveways have been designed to provide sight lines that exceed minimum requirements for safe stopping distances. The proposed landscaping and signs in the vicinity of the site driveway have been located sufficiently back from Osgood Street so as not to impede the available sight distances. Turns into the site driveways will operate at appropriate levels-of- service (LOS) during the peak-hours. Exiting movements from Lot B driveways will operate at an appropriate LOS during the peak-hours. The redevelopment has been designed to support truck traffic to and from the fulfillment center (Lot B) will enter from/egress to the northernmost driveway, as there is a full interchange approximately two miles north that connects the site to 1-495 via the Industrial Avenue (RT 125) connector. Based on our analysis and information contained within this report, the proposed on-site parking layout and site access locations on Osgood Street will not cause a detriment to the surrounding neighborhood through increased traffic volumes, will not result in increased vehicular congestion or queuing, should maintain or improve on-site and off-site traffic circulation patterns and minimize conflicts between motor vehicles and pedestrians. Based on the estimated net change (+1,868) in ADT of less than 2,000 new vehicle trips, this project is exempt from the Massachusetts Environmental Policy Act (MEPA) review in regards to the transportation portion of the project (see Appendix H for letter from MassDOT). Although the traffic impacts and recommended mitigation measures for the project are not substantial and the area road network generally operates acceptably, the traffic demand management (TDM) strategies outlined in our assessment will be evaluated by the tenant to promote further reduction in the trip generation. AAIGAIV ES3of3 Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA 1.0 INTRODUCTION Langan has prepared this preliminary traffic evaluation to identify the potential impacts of the proposed redevelopment at 1600 Osgood Street (State Route 125) in North Andover, Massachusetts. The existing development, also known as Osgood Landing, is located on the west side of Osgood Street between the intersections of Bradford Street and Holt Road (See Figure 1). The site is bordered by the Merrimack River to the north, Osgood Street to the east, Holt Road to the south and industrial uses to the west. The Massachusetts Bay Transportation Authority (MBTA) Haverhill Line commuter rail tracks border the northwest corner of the property, parallel to the Merrimack River. The site, comprised of four parcels that total approximately 167.8 acres, is occupied by numerous industrial and office buildings and a 6 MW solar energy facility. The site was developed in the 1950's as a manufacturing and related office complex for Western Electric Co., which then merged into and became Lucent Technologies, Inc. Historically, the site was estimated to employ approximately 12,000 to 13,000 people during its peak operation. There are approximately 5,170 parking spaces servicing the existing on-site uses which excludes existing asphalt area occupied by the on-site solar facilities. Access to the site is provided by two unsignalized full-movement driveways and two signalized full-movement driveways on Osgood Street. The northernmost signalized driveway currently operates in flash mode and functions as an unsignalized driveway. The proposed redevelopment program includes the reconfiguration of the site into three lots (known as: Lots A, B and C); a subdivision roadway to be located in the same location as the northernmost signalized driveway; and the demolition of approximately 1.4 million square feet of existing buildings. Lot A will consist of approximately 27 acres, and will include the renovation of approximately 399,999 square-feet of the existing office buildings (±133,333-square-foot footprint, known as both Building Nos. 20 and 21) along with 1,500 parking spaces. Existing rooftop solar on Buildings 20 and 21 and related solar improvements are proposed to remain on Lot A. Lot B will consist of approximately 110 acres and involves the construction a ±817,200 square-foot footprint e-commerce fulfillment center along with parking, landscaping and other AAlG IV Page 1 of 50 L Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA water quality improvements. Lot C will consist of 30 acres and relocated roof-mounted and ground-mounted solar panels. The parking facilities will be reconfigured to provide a total of approximately 3,500 on-site parking spaces including 1,500 parking spaces for the existing office building and approximately 1,800 passenger car parking spaces and 200 trailer storage spaces plus approximately 64 loading docks for the proposed fulfillment center, along with 4 parking spaces for the solar facility to be located on Lot C. This results in an overall reduction of approximately 1,670 parking spaces when compared to existing conditions. The redevelopment is expected to be completed in 2022. This study was prepared in accordance with standard traffic engineering practice and Massachusetts Department of Transportation (MassDOT) methodologies and standards. 2.0 SITE ACCESS AND STUDY LOCATIONS To assess the potential impacts from the proposed fulfillment center the following intersections were studied (See Figure 2 in Appendix B): • Industrial Avenue & Shelley Road/Ward Hill Ave — Haverhill • Industrial Avenue &Ward Hill Industrial Park— Haverhill • Industrial Avenue & South Main Street— Haverhill • Knipe Road & Boston Road & Cross Road — Haverhill • Boston Road & Farrwood Drive (North) — Haverhill • Boston Road & Farrwood Drive (South) — Haverhill • Osgood Street & Bradford Street — North Andover • 1600 Osgood Street north driveway— North Andover • 1600 Osgood Street north central driveway— North Andover • 1600 Osgood Street south central driveway— North Andover • 1600 Osgood Street south driveway/Gas Station Driveway— North Andover • Osgood Street & Holt Road — North Andover • Osgood Street & Great Pond Road/Casa Blanca Driveway— North Andover • Osgood Street & Sutton Street— North Andover • Osgood Street & Chickering Road/Colgate Drive — North Andover • Sutton Street & High Street & Chadwick Street & Poor Street — North Andover AAIGAIV Page 2 of 50 Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA • Sutton Street & Main Street/North Main Street — North Andover • Main Street &Waverly Road — North Andover This assessment will evaluate peak hour traffic impacts on these intersections and the area roadway network. 3.0 EXISTING CONDITIONS Area Roadway Network Industrial Avenue (Ward Hill/Route 125 Connector) (Haverhill) is a posted 55-MPH four-lane, northwest-southeast principal arterial. Industrial Avenue provides two 12-foot-wide travel lanes with a 4-foot-wide shoulder in each direction and a 50-foot-wide median. Industrial Avenue is a high-traffic-volume arterial that connects state Route 125 to Interstate 495. Shelley Road (Haverhill) is an unposted 30-MPH two-lane, northeast-southwest local road. Shelley Road provides one 16-foot-wide travel lane with a 2-foot-wide shoulder in each direction and no median. Shelley Road becomes Ward Hill Avenue headed northeast of the intersection with Industrial Avenue (Ward Hill Connector). Ward Hill Avenue (Haverhill) is an unposted 30-MPH two-lane, southwest-northeast local road. Ward Hill Avenue provides one 16-foot-wide travel lane with a 2-foot-wide shoulder in each direction and no median. Ward Hill Avenue becomes Shelley Road headed southwest of the intersection with Industrial Avenue (Ward Hill Connector). Ward Hill Industrial Park (Haverhill) is an unposted 25-MPH two-lane, southwest-northeast local road. Ward Hill Industrial Park is approximately 150' long and connects Industrial Avenue (Ward Hill Connector) to the Ward Hill Industrial Park businesses and Ferry Road. South Main Street (Route 125) (Haverhill) is a posted 35-MPH four-lane, north-south principal arterial that provides two 12-foot-wide travel lanes with a variable-width shoulder in each direction and no median. AAlG IV Page 3 of 50 L Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA South Main Street turns into Knipe Road, Boston Road, and Osgood Street (Route 125) in North Andover and becomes a 40-MPH four-lane, north-south principal arterial that provides two 12- foot-wide travel lanes with a variable-width shoulder in each direction and no median. Osgood Street (Route 125& Route 133) bears left at Chickening Road (Route 125& Route 133) south of Sutton Street. Cross Road(Haverhill) is a posted 30-MPH two-lane, northwest-southeast collector road. Cross Road provides one 15-foot-wide lane in each direction with no median. Farrwood Drive (Haverhill) is un-posted 25-MPH two lane, east-west local road. Farrwood Drive provides one 15-foot-wide lane in each direction with no median and connects to Route 125 in two locations. Bradford Street (North Andover) is a posted 30-MPH two-lane, east-west local road. Bradford Street provides one 15-foot-wide lane with a 3-foot shoulder in each direction with no median. Holt Road (North Andover) is a posted 35-MPH two-lane, east-west local road. Holt Road provides one 12-foot-wide lane and 3-foot shoulder in each direction and no median. Great Pond Road (Route 133) (North Andover) is a posted 40-MPH two-lane, east-west minor arterial. Great Pond Road provides one 12-foot-wide lane and 3-foot shoulder in each direction with no median. Sutton Street (North Andover) is a posted 35-MPH two-lane, east-west major collector road. Sutton Street provides one 12-foot-wide lane with a 5-foot shoulder in each direction. Chickening Road (Route 125 & Route 133) is a posted 40-MPH, two-lane, north-south principal arterial. Chickering Road provides one 12-foot-wide lane with a variable-width shoulder in each direction. High Street is a posted 30-MPH, two-lane, north-south urban collector road. High Street provides one 12-foot-wide lane and an un-striped shoulder in each direction. AAIGAIV Page 4 of 50 Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA Chadwick Street is an un-posted 30-MPH, two-lane, east-west local road. Chadwick Street provides one 12-foot-wide lane with an un-striped shoulder in each direction. Main Street is a posted 30-MPH, two-lane, north-south urban minor arterial road. Main Street provides one variable-width lane and shoulder in each direction. Main Street also provides on- site street parking in various locations. Waverly Road is a posted 30-MPH, two-lane, north-south urban collector road. Waverly Road provides one 12-foot-wide lane with a variable-width shoulder/on-street parking each direction. Study Intersections Shelley Road forms a four-way signalized intersection with Industrial Avenue and Ward Hill Avenue with the following geometry: • Shelley Road northeastbound provides a left-turn-only lane with approximately 250 feet of storage, a shared left/through lane with approximately 250 feet of storage, and a channelized right-turn lane with approximately 750 feet of storage separated by a variable- width landscape island. The channelized right-turn lane merges with Industrial Avenue southeastbound with a yield sign. • Ward Hill Avenue southwestbound provides a shared left-turn/through lane, and a channelized right-turn lane with approximately 800 feet of storage separated by a variable- width landscape island. The channelized right-turn lane merges with Industrial Avenue northwestbound with a yield sign. • Industrial Avenue southeastbound provides a left-turn lane with approximately 250 feet of storage, two through lanes, and a channelized right-turn lane with approximately 425 feet of storage. The channelized right-turn lane merges with Ward Hill Avenue southwestbound with a yield sign. • Industrial Avenue northwestbound provides a left-turn lane with approximately 250 feet of storage, two through lanes, and a channelized right-turn lane with approximately 575 feet of storage. The channelized right-turn lane merges with Ward Hill Avenue northeastbound with a yield sign. AAlG IV Page 5 of 50 L Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA Industrial Avenue forms a three-way signalized intersection with Ward Hill Industrial Park with the following geometry: • Industrial Avenue southeastbound provides a left-turn lane with approximately 250 feet of storage and two through lanes. • Industrial Avenue northwestbound provides a right-turn lane with approximately 250 feet of storage and two through lanes. • Ward Hill Industrial Park southeastbound has a shared left/right-turn lane with approximately 75 feet of storage. South Main Street forms a three-way signalized intersection with Industrial Avenue with the following geometry: • South Main Street northbound provides two left-turn lanes with approximately 950 feet of storage, and two free-flowing through bypass lanes that merge with Industrial Avenue left turns approximately 250 feet north of the intersection. • South Main Street southbound provides two through lanes with approximately 350 feet of storage, and a yield-controlled right-turn bypass that merges with South Main Street left-turn movements approximately 250 feet north of the intersection. South Main Street becomes Industrial Avenue at the intersection. • Industrial Avenue northeastbound has a two-lane left-turn bypass that turns to one lane and merges with the South Main Street free-flowing lanes approximately 250 feet north of the intersection, and a yield-controlled right-turn bypass that merges with South Main Street through movements approximately 400 feet south of the intersection. There is a flashing light before entering the bypass yield right turn. Boston Road & Cross Road form a four-way unsignalized intersection with Knipe Road/Boston Road (Route 125) with the following geometry: • Cross Road eastbound provides a shared left-turn/through/right-turn lane. • Knipe Road (Route 125) southbound provides one shared left-turn/through lane and one shared through/right-turn lane. • Boston Road westbound provides a shared left-turn/through/right-turn lane. • Boston Road (Route 125) northbound provides one shared left-turn/through lane and one shared through/right-turn lane. AAIGAIV Page 6of50 Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA Farrwood Drive (North) forms a three-way unsignalized intersection with Boston Road with the following geometry: • Farrwood Drive (North) westbound provides a shared left-turn/right-turn lane. • Boston Road southbound provides one shared left-turn/through lane and one through lane. • Boston Road northbound provides a through lane and a shared through/right-turn lane. Farrwood Drive (South) forms a three-way unsignalized intersection with Boston Road with the following geometry: • Farrwood Drive (South) westbound provides a shared left-turn/right-turn lane. • Boston Road southbound provides one shared left-turn/through lane and one through lane. • Boston Road northbound provides a through lane and a shared through/right-turn lane. Bradford Street forms a three-way unsignalized intersection with Osgood Street with the following geometry: • Bradford Street eastbound provides a channelized left-turn lane and a right-turn lane. • Boston Road southbound provides one shared left-turn/through lane and one through lane. • Boston Road northbound provides a through lane and a shared through/right-turn lane with a channelization for right turns at the intersection. The 1600 Osgood Street north driveway forms a three-way signalized intersection with flashing yellow lights north- and south-bound on Osgood Street and a flashing red light exiting the lot at the intersection. This intersection operates as an un-signalized intersection and has the following geometry: • North driveway inbound provides one through lane. • North driveway eastbound provides one lane with a flashing light at the signalized intersection. • Osgood Street southbound has a right-turn lane with approximately 250 feet of storage and two through lanes. • Osgood Street northbound has a left-turn lane and a through lane. AAIGAIV Page 7 of 50 Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA The 1600 Osgood Street north central driveway forms a three-way unsignalized intersection with Osgood Street with the following geometry: • North central driveway inbound provides one through lane. • North central driveway eastbound provides one shared left/right turn lane. • Osgood Street southbound provides one through and one shared through/right-turn lane. • Osgood Street northbound provides one shared left-turn/through lane and a through lane. The 1600 Osgood Street south central driveway forms a three-way unsignalized intersection with Osgood Street with the following geometry: • South central driveway inbound provides one through lane. • South central driveway eastbound provides one shared left/right-turn lane. • Osgood Street southbound provides one through and one shared through/right-turn lane. • Osgood Street northbound provides one shared left-turn/through lane and one through lane. The 1600 Osgood Street south driveway forms a four-way signalized intersection with Osgood Street opposite a gas station driveway with the following geometry: • South driveway inbound provides one through lane. • South driveway eastbound provides one shared left-turn/through lane with approximately 100 feet of storage and one right-turn lane with approximately 100 feet of storage at a signalized intersection. • Osgood Street southbound has one shared left-turn/through lane, one through lane and one right-turn lane with approximately 350 feet of storage • Osgood Street northbound has a shared left-turn/through lane and a shared through/right- turn lane. • Gas station driveway westbound provides a shared left-turn/through/right-turn lane Holt Road forms a three-way unsignalized intersection with Osgood Street with the following geometry: • Holt Road eastbound provides a left-turn lane with approximately 100 feet of storage, and a channelized right-turn lane with approximately 175 feet of storage. The channelized right-turn lane merges with Osgood Street southbound with a merge sign. AAIGAIV Page 8of50 Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA • Osgood Street southbound provides two through lanes and a channelized right-turn lane with approximately 700 feet of storage. The channelized right-turn lane merges with Osgood Street southbound with a yield sign. • Osgood Street northbound provides a left-turn lane with approximately 225 feet of storage and two through lanes. There is a signalized light at the intersection. Great Pond Road forms a four-way signalized intersection with Osgood Street and Casa Blanca Mexican Restaurant driveway with the following geometry: • Great Pond Road (Route 133) northwestbound provides one left-turn lane and one shared left-turn/through lane with approximately 100 feet of storage, and a channelized right-turn lane with approximately 100 feet of storage. The channelized right-turn lane merges with Osgood northeastbound through lanes after the stop sign. • Casa Blanca Mexican Restaurant driveway southeastbound provides one shared left- turn/through lane and one right-turn lane. • Osgood Street southwestbound provides one shared left-turn/through lane and one shared through/right-turn lane. • Osgood Street northeastbound provides one through lane and one shared left- turn/through lane with approximately 125 feet of storage, and a channelized right-turn lane with approximately 225 feet of storage. The channelized right-turn lane merges with Casa Blanca Mexican Restaurant southeastbound through lanes with a yield sign. Sutton Street forms a three way signalized intersection with Osgood Street with the following geometry: • Sutton Street eastbound provides two left-turn lanes with approximately 125 feet of storage, and a channelized right-turn lane with approximately 125 feet of storage. The channelized right-turn lane merges with Osgood southbound through lanes. • Osgood Street southbound provides one through lane and one shared through/right-turn lane with approximately 150 feet of storage, and a channelized right-turn lane with approximately 125 feet of storage. The channelized right-turn lane merges with Sutton Street westbound through lanes. • Osgood Street northbound provides two through lanes. AAIGAIV Page 9 of 50 Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA Osgood Street forms a four-way unsignalized intersection with Chickering Road and Colgate Drive with the following geometry: • Osgood Street (Route 133 & Route 125) southbound provides one shared left- turn/through/right-turn lane. The through movement continues to Chickering Road (Route 133 & Route 125). • Osgood Street westbound provides one shared left-turn/through/right-turn lane. • Chickering Road (Route 133 & Route 125) northbound provides one shared left- turn/through/right-turn lane. The through movement continues to Osgood Street (Route 133 & Route 125). • Colgate Drive eastbound provides one shared left-turn/through/right-turn lane and is off- set from Osgood Street westbound by approximately 100 feet. Sutton Street forms a five-way unsignalized intersection with High Street, Poor Street, and Chadwick Street with the following geometry: • Sutton Street westbound provides one shared left-turn/through/right-turn lane. Vehicles turning onto High Street or Chadwick Street both turn left from Sutton Street. • Sutton Street eastbound provides one shared left-turn/through/right-turn lane. Vehicles turning onto High Street or Chadwick Street both turn right from Sutton Street. • High Street northbound provides one shared left-turn/through/right-turn lane. Vehicles turning onto Sutton Street westbound turn left onto Chadwick Street westbound first. • Chadwick Street westbound provides one shared left-turn/through/right-turn lane. Vehicles continuing onto Sutton Street westbound cross High Street and bear left to continue onto Sutton Street. Vehicles traveling to Poor Street or Sutton Street eastbound turn right onto High Street northbound first. • Poor Street southbound provides one shared left-turn/through/right-turn lane. Vehicles turning on Chadwick Street eastbound continue straight onto High Street southbound and turn left onto Chadwick Street eastbound. Sutton Street forms a four-way signalized intersection with Main Street and North Main Street with the following geometry: • Sutton Street westbound provides one left-turn lane with approximately 100 feet of storage and a shared through/right-turn lane. AAIGAIV Page 10 of 50 Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA • Main Street northbound provides one shared left-turn/through lane and one right-turn lane with approximately 100 feet of storage. • Sutton Street eastbound provides one shared left-turn/through lane and a right-turn lane with approximately 100 feet of storage. • North Main Street southbound provides one shared left-turn/through/right-turn lane. Main Street forms a three way unsignalized intersection with Waverly Road with the following geometry: • Main Street northbound provides one shared left-turn/through lane. • Waverly Road eastbound provides one left-turn lane and one right-turn lane with approximately 30 feet of storage. • Main Street southbound provides one shared through/right-turn lane. 4.0 SITE ACCESS, ON-SITE CIRCULATION & PARKING The existing site driveway locations will be maintained as part of the redevelopment. The traffic signal at the northernmost driveway, which currently operates under flash operation, will be replaced and reactivated to coordination mode with the signalized southern driveway to accommodate both truck and employee access and egress to the fulfillment center (Lot B) and also provide access to the relocated solar array (Lot Q. A portion of the northernmost driveway will also be converted into a private subdivision right-of-way. The two existing middle un- signalized office driveways on Osgood Street will serve the existing office building (Lot A). The existing signalized southern driveway will provide a second access and egress for the fulfillment center employees only (Lot B). There is no planned internal connection between the office building and proposed fulfillment center parking facilities; the parking facilities for each will function independently. The site access and number of curb cuts adequately serve the on-site uses. AAlG IV Page 11 of 50 L Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA The redevelopment has been designed to support truck traffic to and from the fulfillment center (Lot B). Trucks will enter from/egress to the northernmost driveway, as there is a full interchange approximately two miles north that connects the site to 1-495 via the Industrial Avenue (RT 125) connector. The roadway network provides two travel lanes in each direction between the site and 1-495 ramps. The proposed parking facilities have been designed to promote efficient and safe on-site vehicular/pedestrian circulation, minimizing the number of direct connections between parking aisles and the main access driveways to Osgood Street. The proposed parking layout has also been designed to minimize vehicular and pedestrian conflicts through the construction of on-site sidewalks and crosswalk connections between parking fields and building access points. Truck delivery operations for both the fulfillment center and the existing office building have been designed to minimize conflicts with both passenger car movements and pedestrian circulation to the greatest extent practical. Traffic calming measures in the fulfillment center parking area (Lot B) include speeds bumps along parking aisles at landscaping islands and pedestrian crosswalks, pedestrian tables at the parking aisles in front of the main entrance and stop bars at most internal parking aisle intersections. In summary, the proposed internal circulation layout in conjunction with proposed traffic calming measures, has been designed to minimize conflicts between cars, trucks and pedestrians. 5.0 INTERSECTION CAPACITY ANALYSIS MEASURES We conducted capacity analyses for the existing, no-build and build traffic conditions to assess quality of traffic flow. Capacity analyses provide an indication of the adequacy of the road and intersections to serve traffic demands. Level of Service Criteria Level of Service (LOS) is the term used to denote the different operating conditions that occur at an intersection under various traffic volume demands. LOS is a qualitative measure that considers a number of factors including road geometry, speed and travel delay. LOS provides an index to the operational qualities of an intersection. LOS designations range from A to F, with LOS A representing the best operating conditions and LOS F representing the worst operating AAIGAIV Page 12 of 50 Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA conditions. The LOS designation is reported differently for signalized intersections and unsignalized intersections. For signalized intersections, the analysis considers the operation of all traffic entering the intersection. For unsignalized intersections, however, the analysis considers the operation of all movements that are in conflict with other movements such as mainline left turns and traffic exiting the side street. An overall LOS is given for signalized intersections. For unsignalized intersections, LOS is given for each specific approach. The evaluation criteria used to analyze the study area intersections are based on the Highway Capacity Manual (HCM) 6th Edition, published by the Transportation Research Board (TRB). SYNCH RO plus SimTraffic 10 was used to facilitate computer calculation for the capacity analyses at each intersection. There are a number of signalized intersections within the study area that operate under Non-NEMA or atypical phasing, which include the two site driveways, Industrial Avenue at Shelley Road/Ward Hill Ave and Industrial Avenue at South Main Street. These intersections cannot be analyzed utilizing the HCM 6th Edition or HCM 2010 Edition methodologies; therefore the Synchro Percentile Delay methodology was utilized. For consistency throughout the capacity analysis, all of the signalized intersections were analyzed utilizing the Percentile Delay methodology. The HCM 6t" Edition defines level of service for signalized intersections as follows: Level of Service Control Delay per Vehicle (sec/veh) A <_10 B >10 - 20 C >20 — 35 D >35 — 55 E >55 - 80 F >80 AAlG IV Page 13 of 50 L Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA The HCM defines level of service for unsignalized intersections as follows: Level of Service Control Delay per Vehicle (sec/veh) A <-10 B >10 — 15 C >15 - 25 D >25 — 35 E >35 — 50 F > 50 6.0 METHODOLOGY AND ANALYSIS To assess the potential traffic impact of the development, Langan employed a five-step methodology outlined in the following list and described in detail in subsequent sections 6.1 through 6.5: Step One: Conduct video turning-movement counts and determine the 2018 existing traffic operations at the study intersections. Step Two: Determine the 2026 no-build traffic volumes and traffic operating conditions for the key intersections. Step Three: Determine the traffic volumes to be generated by the development. Distribute and assign these traffic volumes throughout the study area road network. Step Four: Combine the 2026 adjusted no-build traffic volumes with the assigned proposed traffic to establish 2026 build traffic volumes. Determine traffic operating conditions and identify mitigation of potential impacts for both roadway and generator peak-hour periods. Step Five: Investigate possible safety impacts within the area roadway network. AAIGAIV Page 14 of 50 Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA 6.1 Step One: Conduct video turning-movement counts and determine the 2018 existing traffic operations at the study intersections. Existing Traffic Volumes Video turning-movement and vehicle-classification counts were conducted in September 2018 during the weekday morning and weekday evening peak-hour periods. The following intersections were included in the study (See Figure 2): • Industrial Avenue & Shelley Road/Ward Hill Ave — Haverhill • Industrial Avenue &Ward Hill Industrial Park— Haverhill • Industrial Avenue & South Main Street— Haverhill • 1600 Osgood Street north driveway— North Andover • 1600 Osgood Street north central driveway— North Andover • 1600 Osgood Street south central driveway— North Andover • 1600 Osgood Street south driveway— North Andover • Osgood Street & Holt Road — North Andover • Osgood Street & Great Pond Road — North Andover • Osgood Street & Sutton Street— North Andover Turning movement counts for the study intersections were conducted on a Thursday morning from 6:00 a.m. to 9:00 a.m. and a Thursday afternoon from 4:00 p.m. to 7:00 p.m., peak activity times for the existing roadway network and the proposed redevelopment. A review of the existing count data reveals that the peak-hours for the Osgood Street corridor occur between 7:30 and 8:30 in the morning and between 4:30 and 5:30 in the evening. Based on coordination with MassDOT and TEC, the town's reviewing third-party engineer, counts at the following eight intersections were conducted in September 2019 during the weekday morning and weekday evening peak-hour periods. • Knipe Road & Boston Road & Cross Road — Haverhill • Boston Road & Farrwood Drive (North) — Haverhill • Boston Road & Farrwood Drive (South) — Haverhill • Osgood Street & Bradford Street — North Andover AAlG IV Page 15 of 50 L Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA • Osgood Street & Chickering Road/Colgate Drive — North Andover • Sutton Street & High Street & Chadwick Street & Poor Street — North Andover • Sutton Street & Main Street/North Main Street — North Andover • Main Street &Waverly Road — North Andover As outlined later in this report the peak-hours of the proposed Amazon fulfillment center are between 6:30 and 7:30 in the morning and between 5:30 and 6:30 in the evening; therefore the roadway and generator peak-hour periods do not coincide or overlap each other. See Figures 3 and 8 for the existing peak-hour traffic volumes for the roadway and generator peak periods. A summary of the existing traffic operating conditions is provided in Tables 10 through 13. Detailed reports can be found in Appendix C. Automatic traffic recorder (ATR) counts were also collected on Osgood Street in front of the site to record weekday traffic conditions over 48 hours. The counts were conducted on a Wednesday & Thursday in September 2018 and the two-way average daily traffic (ADT) on Osgood Street was 17,874 vehicles-per-day (vpd). Osgood Street southbound experienced an ADT of 9,238 vpd and northbound experienced an ADT of 8,636 vpd. According to the traffic-recorder data, the two-way average morning peak-hour volume observed on Osgood Street was 1,754 vehicles between 7:00 and 8:00 a.m. (1,476 vehicles southbound and 278 vehicles northbound), and the two-way average evening peak-hour volume observed was 1,703 vehicles between 5:00 and 6:00 p.m. (493 southbound and 1,210 northbound). The speed data collected from the traffic-recorder counts indicates that the average speed on Osgood Street is about 50 mph southbound and about 45 mph northbound during the peak-hour periods, indicating that existing traffic is generally free-flowing without issue in front of the site. ATR counts at the site driveways were also conducted in October 2018 to determine the ADT of the existing site. The estimated ADT of the existing Osgood Landing is approximately 5,600 vehicles-per-day, with approximately 2,625 vehicle trips associated with the office use in the front of the site and 2,975 trips associated with the industrial uses in the rear of the site. This data is presented in Appendix B. AAIGAIV Page 16 of 50 Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA The existing site ADT, broken down by use and driveway location is shown in Figure 2A. The existing roadway and Amazon generator peak-hour volumes, broken down by use and driveway location, is shown in Figure 2B. Seasonal Adjustments To determine the potential need to adjust the count data based on seasonal traffic fluctuations, the available average daily traffic volumes for the last five years were reviewed at MassDOT count station 5004, located on 1-495 just south of the Industrial Avenue (Route 125 connector) interchange to establish average month conditions. Based on a review of the MassDOT data, no adjustment factor was applied to the September 2018 peak-hour count data to reflect average month conditions. Traffic volume and seasonal adjustment data, indicating the average over the year, is provided in Appendix B. 6.2 Step Two: Determine 2026 no-build traffic volumes and traffic operating conditions for the study intersections. No-build represents the conditions that will likely exist at a future time. These conditions include a number of elements that may influence the study area, including traffic volumes expected to exist because of normal growth projection and traffic volumes and improvements from development projects approved, under construction, or under formal land-use consideration. The existing traffic volumes obtained in Step One are projected eight years into the future, per MassDOT requirements, by adding an appropriate growth factor and the traffic volumes from the expected developments. These volumes are then analyzed to understand the 2026 no-build traffic operating conditions, or what can be expected to exist in the study area without the proposed development. These conditions are then compared to the operating conditions resulting from the addition of the proposed development. Based on a review of data at MassDOT count station 5004 on 1-495 just south of the Industrial Avenue interchange, the AADT has dropped between 2015 and 2018, indicating a negative growth rate. To be conservative and consistent with the traffic assessment prepared by VAi for the 1210 Osgood Street mixed-use development (which was reviewed and approved by AAIGAIV Page 17 of 50 Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA MassDOT), we applied an annual growth rate of one percent per year to the existing traffic volumes to project them into the 2026 evaluation year for both the roadway and generator peak- hour periods (See Figures 4A and 9A). This growth rate was confirmed with the Merrimack Valley Planning Commission (MVPC). We also included the traffic volumes associated with the following developments in the no-build conditions: • Princeton Properties mixed-use development- 1210 Osgood Street (Figure 4B) • Avalon Bay residential development -4 High Street (Figure 4D) • Proposed residential development- 505 Sutton Street (Figure 4E) Additionally, the impact of the leasing of the unoccupied office space was analyzed as part of the no-build scenario. Based on conversations with the owner, the office building was approximately 30% occupied at the time the traffic counts were conducted in September 2018. The Institute of Institute of Transportation Engineering (ITE) Trip Generation Manual 10th Edition reports that the average occupied gross floor area for general urban/suburban office building sites was 88 percent. To account for the leasing of unoccupied office space, the existing trip generation numbers associated with the office use were adjusted upward to match the ITE trip generation estimates for a 400,000 square-foot office building during both the roadway and Amazon generator peak-hour periods. The increase in trip generation to account for the leasing of unoccupied office space for both the roadway and generator peak-hour periods is depicted in Tables 1 & 2 below and the on Figures 4C and 9C. TABLE 1 INCREASE IN ROADWAY PEAK-HOUR TRIP GENERATION LEASING OF UNOCCUPIED OFFICE SPACE A.M. PEAK HOUR P.M. PEAK HOUR USE (7:30 to 8:30 A.M.) (4:30 to 5:30 P.M.) 11 ENTER EXIT I TOTAL 11 ENTER I EXIT TOTAL Existing On-Site Office Peak-Hour Trips 1 234 26 260 42 237 279 ITE Estimate for 400,000 SF Office Building 2 346 56 402 68 357 425 1L__ Net Increase in Office Peak-Hour Trips 1 +112 1 +30 1 +142 +26 1 +120 F +146 1 Volumes taken from existing traffic counts at the site driveways in September 2018,as depicted on Figure 2B 2 Volumes based on ITE Trip Generation Manual 101"Edition Land Use Code 710:General Office Building for AM and PM Peak Hours of Adjacent Street Traffic AAIGAIV Page 18 of 50 Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA TABLE 2 INCREASE IN AMAZON GENERATOR PEAK-HOUR TRIP GENERATION LEASING OF UNOCCUPIED OFFICE SPACE A.M. PEAK HOUR P.M. PEAK HOUR USE (6:30 to 7:30 A.M.) (5:30 to 6:30 P.M.) ENTER EXIT TOTAL ENTER EXIT TOTAL Existing On-Site Office Peak-Hour Trips 1 103 34 137 26 100 126 ITE Estimate for 400,000 SF Office Building 2 169 23 192 41 188 229 1= Net Increase in Office Peak-Hour Trips +66 +0 +66 +15 +88 +103 1 Volumes taken from existing traffic counts at the site driveways in September 2018,as depicted on Figure 2B 2 Volumes based on ITE Trip Generation Manual 101'Edition Land Use Code 710:General Office Building for AM and PM Peak Hours of Generator.Volumes were developed by dividing the estimated percentage of the daily trip generation during the 6:30 to 7:30 a.m. hour(3.6%)and 5:30 to 6:30 p.m. hour(5.3%)to the estimated percentage of the daily trip generation during the morning peak-hour of generator(10.5%)and evening peak-hour of generator(11.7%), respectively. See Figures 4 and 9 for the overall 2026 no-build peak-hour traffic volumes, for the roadway and Amazon generator peak periods. A summary of the traffic operating conditions is provided in Tables 10 through 13. Detailed reports can be found in Appendix D. Note that the 2026 no-build peak-hour traffic volumes also include the existing trip generation volumes of the on-site industrial uses. These volumes have not been adjusted for the no-build condition to account for the demolition/removal of existing on-site industrial uses that will need to take place for the redevelopment. 6.3 Step Three: Determine the traffic volumes to be generated by the development. Distribute and assign these traffic volumes throughout the study area road network. The proposed redevelopment will include demolition of approximately 1.4 million square-feet of industrial buildings and the construction of a ±817,200 square-foot footprint e-commerce fulfillment center. The existing ±400,000-square-foot (±133,333-square-foot footprint)three-story office building will remain as part of the project. Additionally, the on-site solar facilities will be reconfigured to accommodate the proposed redevelopment (see Site Plan in Appendix A). Average Daily Traffic and Massachusetts Environmental Policy Act (MEPA) Review Per MEPA guidelines, the average daily traffic (ADT) calculations for a proposed development is based on unadjusted trip generation numbers, as provided in the latest edition of ITE Trip Generation Manual, unless the Trip Generation Manual does not provide applicable trip LA/V&A/V Page 19 of 50 Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA generation rates for the specific land use or if the sample size that the ITE rates are based on is prohibitively small. As agreed upon with MassDOT, the proposed Amazon facility in North Andover does not fall into an ITE land use category with sufficient data points to utilize ITE rates for the purposes of estimating ADT or peak-hour trip generation. Therefore, the anticipated passenger car ADT of the proposed facility is based on the weighted average passenger car trip rate of 2.42 trips/employee for four other Amazon facilities around the country multiplied by 1,800 daily employees at the facility during typical operations. This volume, combined with the anticipated tractor trailer truck ADT specific to the operations of this proposed fulfillment center, results in the anticipated ADT for the proposed Amazon fulfillment center in North Andover, shown in Table 3 below. The detailed ADT Trip Generation memo approved by MassDOT is provided in Appendix H. TABLE 3 ANTICIPATED AVERAGE DAILY TRAFFIC FOR PROPOSED AMAZON FULFILLMENT CENTER TRIP TYPE I ENTER EXIT TOTAL Passenger Car Trips 1 21178 21178 4,359 Tractor Trailer Trips 2 242 242 484 Total Estimated ADT F 2,420 1 2,420 1 4,843 Car volumes shown are based on 1,800 employees during non-peak season operations multiplied by the weighted average trip rate of 2.42 trips/employee. 2 Truck volumes shown are based on Amazon specific truck operations for the North Andover facility In discussions, MassDOT indicated that the ADT of an existing facility could be subtracted from the ADT of a proposed development, if the existing facility is to be demolished and has not been vacant for an extended period, which it has not, as illustrated in the data collection. Langan conducted data collection for the four driveways for 1600 Osgood Street existing facility in September and October 2018 (see Appendix B). The active uses on the site included the office building, miscellaneous manufacturing and industrial uses in the building to be demolished, at- grade and rooftop solar power generation, and tenants leasing areas of the site for vehicle training; including a tractor trailer, driver safety, and bus driver and motorcycles training schools. Tube counts were conducted at the northern site driveway in September 2018 and indicate an average of about 300 vehicles exiting that driveway daily. The counts conducted in October 2018 when Columbia Gas was staging their emergency response to the region-wide gas explosions AAIGAIV Page 20of50 Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA on site, indicate approximately 700 vehicles exiting the northern driveway daily. Based on the difference between the September and October count data, we believe that the Columbia Gas vehicles accounted for about 400 total exiting vehicles per day (700 — 300 = 400). Based on the estimate of 400 exiting trips per day, the total daily trips for Columbia Gas vehicles would be 800 total trips per day (400 in/400 out). Based on tube counts conducted at all of the site driveways in October 2018, the average daily traffic (ADT) in and out of the development was approximately 6,400 total vehicles, so subtracting out the estimated 800 Columbia Gas trips results in an adjusted ADT of approximately 5,600 total vehicles. As shown on Figure 2B, the existing ADT for the site uses to be removed as part of the redevelopment and the existing ADT of office use to remain are illustrated in Table 4. TABLE 4 EXISTING AVERAGE DAILY TRAFFIC (ADT) DESCRIPTION I AVERAGE DAILY TRAFFIC Existing Industrial/Manufacturing Uses Removed' 2,975 Existing Office Use to Remain 2 2,625 Existing ADT 51600 Volumes based on tube count data collected in September/October 2018 of uses to be removed for the proposed project 2 Volumes based on tube count data collected in September/October 2018 Note that the industrial portion of the property was not fully occupied at the time the counts were conducted and it is likely that if this portion of the development were fully occupied it would generate additional traffic. Based on the data collected, we estimate that the existing ADT of the industrial uses on the property is approximately 2,975 vehicle-trips-per-day. The net change in ADT is summarized in Table 5. TABLE 5 ESTIMATED CHANGE IN AVERAGE DAILY TRAFFIC USE AVERAGE DAILY TRAFFIC Existing Industrial/Manufacturing Uses Removed' 2,975 Proposed Amazon Fulfillment Center 2 4,843 Net New ADT +1,868 Volumes based on tube count data collected in September/October 2018 2 Volumes taken from Table 3 above Based on the net change in ADT shown in Table 5, the project is exempt from MEPA review in regards to the transportation portion of the project. AAlG IV Page 21 of 50 L Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA Peak-Hour Trip Generation The anticipated number of peak-hour trips generated by the proposed fulfillment center is based on tenant-specific programming including truck activity, employee count, and shift-change data which provides an accurate depiction of trip generation of the proposed facility. The peak-hour directional distribution of trips entering and exiting the site is also based on shift-change programming provided by Amazon. For the purpose of providing a conservative estimate of peak- hour trip generation, this analysis accounts for a total employee count of 2,142 employees. The breakdown of day shift vs. night shift employee counts and start/end times is depicted on the attached trip generation summary chart in Appendix B, along with 15-minute interval trip generation volumes for the roadway and generator peak-hours. While there is some overlap/staggering of entering and exiting employees during shift changes, the general shift change schedule and shift headcounts based on 2,142 total employees is outlined below: • 560 day shift employees for inbound product: 7:00 a.m. to 5:30 p.m. • 560 day shift employees for outbound packages: 7:30 a.m. to 6:00 p.m. • 511 night shift employees for inbound product: 6:00 p.m. to 6:30 a.m. • 511 night shift employees for outbound packages: 6:30 p.m. to 7:00 a.m. Because of the nature of the potential workforce, the data was adjusted to account for the expected employee commuter behavior. Amazon's experience with these type of facilities and traffic counts conducted at the Fall River, Massachusetts fulfillment center both indicate that a number of employees will be carpooling, ridesharing, or using mass transit to travel to and from work. There is a bus stop directly in front of the Osgood Landing site that is serviced by the Merrimack Valley Regional Transportation Authority (MVRTA) Bus Route 14. MVRTA Bus Route 14 connects Osgood Landing to the Washington Square bus terminal in Haverhill with an average trip time of 15 to 20 minutes between both locations. Bus service on Route 14 runs hourly from 6 a.m. to 6 p.m. on weekdays. MVRTA Bus Route 1 provides service between the Washington Square terminal in Haverhill and the Buckley Transportation Center in Lawrence, allowing employees to utilize mass transit options from Lawrence as well. MVRTA Bus Route 1 runs every half hour AAIGAIV Page 22 of 50 Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA between 5 a.m. and 7 p.m. on weekdays. The developer has also been in discussions with the MVRTA to develop options on how to best serve the proposed facility. In regards to carpooling, ITE estimates that the average vehicle occupancy for industrial uses is around 1.3 persons per vehicle, with a range between 1.2 to 1.9 persons-per-vehicle for various industrial land uses. Avehicle occupancy of 1.3 persons per vehicle translates to a 23% reduction in trip generation when comparing person trips to vehicle trips. Amazon has also found that employee are utilizing ridesharing (Uber, Lyft) to car pool to their facilities. To account for increased bus service and the potential use of ridesharing services, there are two proposed drop-off/pick-up locations with shelters located on-site directly in the front of the building on either side of the main entry doors (See Site Plan in Appendix A). Based on the count data collected and submitted to MassDOT for the Amazon Fulfillment Center in Fall River, Massachusetts, which has shift schedules and mass transit similar to the proposed facility, that empirical data indicates a passenger car trip rate of 1.487 vehicle trips per employee indicating that just over 25% of employees utilize mass transit, carpool, or rideshare to and from work each day (see attached). The Fall River facility is located on the Southeastern Regional Transit Authority (SRTA) Fall River Bus Route #2 which provides weekday service approximately every 30 minutes. Based on and consistent with ITE data and the Fall River count data outlined above and the similar mass transit options available in North Andover, we believe it is reasonable to apply a 20-percent adjustment to the tenant specific data to account for the workforce areas that are served by mass transit and also to account for carpooling/ridesharing employees.These adjustments are intended to reflect expected employee behavior and do not reflect more robust traffic-demand- management (TDM) strategies. The tenant-provided trip generation data indicates that the peak-hours for the proposed fulfillment center will occur between 6:30 and 7:30 in the morning and 5:30 and 6:30 in the afternoon. These peak-hour periods occur outside the observed peak-hours of Osgood Street, which occurred between 7:30 and 8:30 in the morning and between 4:30 and 5:30 in the evening. To account for the differences in the roadway and development peak-hours, we conducted 2026 build condition analyses for both the roadway and generator morning and evening peak-hour periods. AAIGAIV Page 23 of 50 Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA The anticipated trip generation of the fulfillment center during the roadway peak-hours is presented in Table 6 below. TABLE 6 ANTICIPATED ROADWAY PEAK-HOUR TRIP GENERATION—AMAZON FULFILLMENT CENTER A.M. PEAK HOUR P.M. PEAK HOUR USE (7:30 to 8:30 A.M.) (4:30 to 5:30 P.M.) LENTERTEXIT I TOT I ENTER EXIT TOTAL Passenger Car Trips' 74 113 187 138 91 229 Mass Transit & Multi-Occupancy Credit (20%) -15 -22 -37 -27 -17 -46 Subtotal Trips 59 91 150 111 74 185 Truck Trips 18 1 18 1 36 13 1 13 1 26 Total Peak-Hour Trips 77 109 186 124 87 F 211 Unadjusted volumes provided by Amazon specifically for the North Andover Fulfillment Center The trip generation estimates provided in Table 6 above do not include a credit for the removal of the roadway peak-hour trips associated with the existing on-site industrial uses that will be demolished as part of the project. Table 7 provides an estimate of "new" roadway peak-hour trips, accounting for the removal of the trips associated with the existing on-site industrial uses. TABLE 7 ANTICIPATED CHANGE IN PEAK-HOUR TRIP GENERATION— ROADWAY PEAK-HOUR A.M. PEAK HOUR P.M. PEAK HOUR USE (7:30 to 8:30 A.M.) (4:30 to 5:30 P.M.) ENTER EXIT TOTAL ENTER EXIT TOTAL Amazon Fulfillment Center Peak-Hour Trips 1 77 109 186 124 87 211 Existing On-Site Industrial Peak-Hour Trips 2 -114 -38 -152 -60 -146 -206 Net Change in Peak-Hour Trips -37 71 34 ::]=64 -59 5 Volumes taken from Table 6 above 2 Volumes taken from existing traffic counts at the site driveways in September 2018,as depicted on Figure 2B The anticipated generator peak-hour trip generation of the fulfillment center based on tenant- provided data is presented in Table 8. AAIGAIV Page 24 of 50 Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA TABLE 8 ANTICIPATED GENERATOR PEAK-HOUR TRIP GENERATION —AMAZON FULFILLMENT CENTER A.M. PEAK HOUR P.M. PEAK HOUR USE (6:30 to 7:30 A.M.) (5:30 to 6:30 P.M.) LENTERTEXIT I TOT I ENTER EXIT TOTAL Passenger Car Trips' 782 628 1 Al 0 690 701 1,391 Mass Transit & Multi-Occupancy Credit (20%) -156 -126 -282 -138 -140 -278 Subtotal Trips 626 502 1,128 552 561 1,113 Truck Trips 10 1 10 1 20 8 8 1 16 Total Peak-Hour Trips 636 1 512 1 1,148 560 1 569 F 1,129 Unadjusted volumes provided by Amazon specifically for the North Andover Fulfillment Center Table 9 provides an estimate of "new" generator peak-hour trips, accounting for the removal of the trips associated with the existing on-site industrial uses. TABLE 9 ANTICIPATED CHANGE IN PEAK-HOUR TRIP GENERATION—GENERATOR PEAK-HOUR USE A.M. PEAK HOUR P.M. PEAK HOUR ENTER EXIT I TOTAL ENTER I EXIT TOTAL Amazon Fulfillment Center Peak-Hour Trips 1 636 512 1,148 560 569 1,129 Existing On-Site Industrial Peak-Hour Trips 2 -136 -53 -189 -44 -58 -102 Net Change in Peak-Hour Trips 1 500 1 459 1 959 516 1 511 1 1,027 11 Volumes taken from Table 8 above 2 Volumes taken from existing traffic counts at the site driveways in September 2018,as depicted on Figure 213 The site-generated traffic peak-hour volumes were distributed to and from the site onto the roadway network based on anticipated travel patterns of employees and journey to work data obtained for the town of North Andover. The anticipated percent distribution of the site generated trips is illustrated in Figure 5. Figure 6 illustrates the assignment of the "new" roadway peak- hour site-generated trips, indicated in Table 7, into the area roadway network. Figure 10 illustrates the assignment of the "new" generator peak-hour trips, indicated in Table 9, into the area roadway network. The total fulfillment center trip generation assignment volumes for the roadway and generator peak-hour periods, indicated in Tables 6 and 8, are shown on Figures 6A and 10A, respectively. The removal of the existing trips during the roadway and generator peak- hours associated with the on-site industrial uses to be demolished are depicted on Figures 613 and 1013, respectively. AAIGAIV Page 25of50 Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA 6.4 Step Four: Combine the 2026 adjusted no-build traffic volumes with the assigned proposed traffic to establish 2026 build traffic volumes. Determine traffic operating conditions and identify mitigation of potential impacts for both roadway and generator peak-hour periods. To evaluate the impacts of the proposed fulfillment center during the roadway peak-hour, the "new" site-generated traffic volumes during the roadway peak-hour (Figure 6) are combined with the 2026 no-build traffic volumes (Figure 4) to develop the 2026 build traffic volumes during the roadway peak-hour depicted on Figure 7. To evaluate the impacts of the proposed fulfillment center during the generator peak-hour, the "new" site-generated traffic volumes during the generator peak-hour (Figure 10) are combined with the 2026 no-build traffic volumes during the generator peak-hour (Figure 9) to develop the 2026 build peak-hour traffic volumes which are depicted on Figure 11. A summary of the roadway peak-hour traffic operating conditions is provided in Tables 10 and 11 and a summary of the generator peak-hour traffic operating conditions is provided in Tables 12 and 13. Detailed reports can be found in Appendix E and Appendix F. AAIGAIV Page 26of50 Traffic Impact and Access Study for March 2020 Proposed Redevelopment Langan Project Number:140182701 1600 Osgood Street,North Andover,MA TABLE 10 CAPACITY ANALYSIS SUMMARY-WEEKDAY A.M.PEAK-HOUR(ROADWAY PEAK) EXISTING CONDITIONS 2026 NO-BUILD CONDITIONS 2026 BUILD CONDITIONS 2026 BUILD WITH IMPROVEMENTS STORAGE CONDITIONS INTERSECTION CONTROL TYPE LANE USE DELAY V/C DELAY V/C DELAY V/C DELAY V/C LENGTH QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) 50th% 95th% 50th% 95th% 50th% 95th% 50th% 95th% Overall C 31.3 0.86 D 39.9 1.01 D 43.8 1.06 C 34.2 0.9 N B-L 300' D 39.7 0.24 24' 58' D 40.6 0.27 27' 63' D 40.6 0.27 27' 63' D 36.5 0.23 26' 59' N B-TT >1000' D 44.3 0.86 244' 368' E 68.6 1.01 314' 442' F 82.4 1.06 341' 472' D 42.8 0.89 272' 398' Shelley Road/Ward NB-R 600' A 0.1 0.1 0' 0' A 0.1 0.1 0' 0' A 0.1 0.1 0' 0' A 0.1 0.1 0' 0' Hill Avenue& SB-L 275' D 46.4 0.84 211' 373' D 49.9 0.87 235' 418' D 49.9 0.87 235' 418' E 55.6 0.9 249' 441' Industrial Avenue ACTUATED- SB-TT >1000' C 24.6 0.69 376' 546' C 28.8 0.8 536' 686' C 28.2 0.78 518' 668' C 28.1 0.78 534' 668' (Route 125 UNCOORDINATED SB-R 425' A 0.1 0.08 0' 0' A 0.1 0.09 0' 0' A 0.1 0.09 0' 0' A 0.1 0.09 0' 0' Connector) NEB-L >1000' D 41.7 0.29 27' 61' D 42.5 0.32 29' 64' D 42.5 0.32 29' 64' D 49.2 0.4 30' 67' NEB-LT 300' D 41.3 0.28 28' 62' D 42.1 0.31 30' 65' D 42.1 0.31 30' 65' D 48.3 0.39 31' 67' NEB-R 275 A 0 0.02 0' 0' A 0 0.02 0' 0' A 0 0.02 0' 0' A 0 0.02 0' 0' SWB-LT 500' D 45.9 0.47 50' 88' D 48 0.53 55' 95' D 48 0.53 55' 95' LD 53.1 0.58 57' 96' Overall A 7.3 0.52 A 7.3 0.58 A 7.4 0.57 Industrial Avenue SEB-L 250' C 31 0.11 10' 35' C 34.5 0.14 14' 36' C 34.1 0.14 14' 36' (Route 125 ACTUATED- SEB-TT >1000' A 5.8 0.52 133' 175' A 6 0.58 172' 226' A 5.9 0.57 166' 220' Connector)&Ward COORDINATED NWB-TT 600' A 8.7 0.39 73' 184' A 8.3 0.42 87' 218' A 8.6 0.44 93' 231' Hill Industrial Park NWB-R 175' A 2.2 0 0' 2' A 2 0 0' 2' A 2 0 0' 2' SWB-LR J 200' B 11.3 0.23 0' 29' B 11.9 0.28 11 29' B 11.8 0.27 11 29' Overall B 11.8 0.71 B 14.1 0.84 B 14.3 0.82 South Main Street NB-LL >1000' C 25.9 0.56 65' 113' C 29 0.64 89' 150' C 29.9 0.69 101' 167' (Route 125)& ACTUATED- SB-TT >1000' C 23.1 0.68 114' 195' C 25 0.71 140' 235' C 25.5 0.71 144' 233' Industrial Avenue COORDINATED SB-R 450' A 0.8 0.42 0' 0' A 0.9 0.45 0' 0' A 0.9 0.45 0' 0' (Route 125 Connector) SEB-LL 850' C 25.5 0.44 48' 99' C 28.5 0.49 59' 119' C 29.1 0.49 60' 119' SEB-R J 275' J A 1 2.8 1 0.71 1 0' 1 0' A 6 0.84 1 0' 0' A 5.1 1 0.82 0' 0' Overall - - - - - - A 9.3 0.78 A 9.3 0.78 Osgood Street EB-LR 400' F 77.1 0.362 35' F 158.2 0.585 55' EB-LLR:D 41 0.49 37' 27' D 40.7 0.49 37' 26' )(Route 125 &1600 UNSIGNALIZED/ Osgood North ACTUATED- NB-LTT 350' C 22.3 0.043 3' D 28.3 0.057 5' A 2.6 0.16 19' 35' A 2.6 0.16 19' 35' Driveway COORDINATED SB-TT >1000' A 0 0 0' A 0 0 0' A 8.5 0.78 261' 432' A 8.5 0.78 261' 430' SB-R 225' A 0 0 0' A 0 0 0' A 1.3 0.05 1' 8' A 1.4 0.05 1' 8' Page 27 of 50 L A NEA N Traffic Impact and Access Study for March 2020 Proposed Redevelopment Langan Project Number:140182701 1600 Osgood Street,North Andover,MA TABLE 10 CAPACITY ANALYSIS SUMMARY-WEEKDAY A.M.PEAK-HOUR(ROADWAY PEAK) EXISTING CONDITIONS 2026 NO-BUILD CONDITIONS 2026 BUILD CONDITIONS 2026 BUILD WITH IMPROVEMENTS STORAGE CONDITIONS INTERSECTION CONTROL TYPE LANE USE DELAY V/C DELAY V/C DELAY V/C DELAY V/C LENGTH QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) 50th% 95th% 50th% 95th% 50th% 95th% 50th% 95th% Overall A 4.2 0.64 A 5.1 0.72 A 5.8 0.74 A 5.5 0.74 Osgood Street EB-LT 350' D 40.4 0.1 5' 17' D 40.8 0.11 5' 19' D 39.7 0.13 9' 13' D 39.7 0.13 9' 13' (Route 125)&1600 EB-R 350' A 0.9 0.08 0' 0' A 0.9 0.08 0' 0' B 14.2 0.45 0' 0' B 14.2 0.45 0' 0' Osgood St South ACTUATED- WB-LTR 90' C 31.1 0.17 9' 29' C 31.1 0.17 9' 29' A 0.9 0.1 0' 0' A 0.9 0.1 0' 0' Driveway 2/ COORDINATED NB-L >1000' - - - - - - - - - - A* 4.3 0.2 3' 10' A 4.3 0.2 3 10' Raceway Convenience Store NB-TTR >1000' A 1.9 0.21 23' 34' A 2.1 0.27 32' 46' A* 3.1 0.34 57' 100' A 2.1 0.18 25' 41' Driveway SB-LTT 175' A 4.3 0.64 186' 213' A 5.5 0.72 249' 282' A 5.8 0.74 100' 124' A 5.6 0.74 81' 93' SB-R 175' A 0 0.02 0' 0' A 0 0.02 0' 0' A 0 0.01 0' 0' A 0 0 0' Overall E 73.1 1.19 F 160.2 1.54 F 166.9 1.57 F 147.2 1.47 E B-LTT >1000' B 12.3 0.36 73' 107' B 14.1 0.5 102' 146' B 14.1 0.49 101, 145' B 12.5 0.46 94' 135' Great Pond Road (Route and Casa EB-R 110' A 0.2 0.16 0' 0' A 0.2 0.18 0' 0' A 0.2 0.18 0' 0' A 0.2 0.18 0' 0' Blanca Driveway& ACTUATED- wB-LTTR >1000' F 112.9 1.19 498' 629' F 269.1 1.54 670' 804' F 279.4 1.57 684' 818' F 236.4 1.47 663' 797' Osgood Street UNCOORDINATED g N B-LT >1000' D 53.3 0.95 213' 324' E 67.1 1.01 242' 362' E 67.1 1.01 242' 362' F 96.1 1.1 281' 383' (Route 125) NB-R 75' A 0 0.04 0' 0' A 0.1 0.05 0' 0' A 0.1 0.05 0' 0' A 0.1 0.05 0' 0' SB-LTR 100' B 16 0.01 0' 3' B 16 0.01 0' 3' B 16 0.01 0' 3' B 17 0.01 0' 3' Overall A 8.6 0.63 B 10.1 0.69 B 10.1 0.69 EB-LL 900' B 15.2 0.51 48' 101' B 17.5 0.58 67' 135' B 17.5 0.58 66' 135' Osgood Street ACTUATED- EB-R 100' A 0 0.02 0' 0' A 0 0.02 0' 0' A 0 0.02 0' 0' (Route 125)& UNCOORDINATED NB-LTT >1000' B 10.8 0.47 40' 82' B 12.9 0.57 56' 112' B 12.8 0.56 56' 112' Sutton Street S B-TT >1000' B 12.1 0.63 83' 161' B 13.8 0.69 110' 207' B 13.8 0.69 ill' 210' SB-R 125' A 1.2 0.55 0' 0' A 1.6 0.62 0' 0' A 1.7 0.63 0' 0' Overall B 17.1 0.78 C 21.7 0.9 C 22.2 0.91 EB-LT ±400' C 22.9 0.67 176' 260' C 24.8 0.72 202' 297' C 24.8 0.72 202' 297' EB-R 75' A 6.8 0.35 23' 62' A 7.7 0.37 30' 73' A 7.7 0.37 30' 73' Main Street/North ACTUATED- WB-L 100' B 15.6 0.68 66' 109' D 36.3 0.9 84' 238' D 38.9 0.91 86' 246' Main Street& UNCOORDINATED WB-TR ±520' B 11.3 0.6 174' 268' B 12.8 0.65 202' 314' B 12.9 0.66 204' 316' Sutton Street N B-LT ±730' D 44.8 0.78 11 1' 222' D 50.6 0.83 130' 254' D 50.6 0.83 130' 254' N B-R 100' A 6.3 0.46 0' 54' A 6.3 0.51 0' 58' A 6.3 0.51 0' 58' SB-LTR ±320' C 22.4 0.06 8' 23' C 22.6 0.06 9' 24' C 22.6 0.06 9' 24' Osgood Street EB-LR 225' F 57.7 0.114 10' F 121.7 0.391 35' F 73 0.264 23' (Route 125)&1600 UNSIGNALIZED NB-LTT >1000' C 18.7 0.085 8' C 24.2 0.164 15' C 22.1 0.148 13' Osgood St North Central Driveway SB-TTR 350' A 0 0 0' A 0 0 0' A 0 0 0' Osgood Street EB-LR 200' F 60.9 0.25 23' F 365 1.186 115' F 334.7 1.128 113' (Route 125)&1600 UNSIGNALIZED NB-LTT 175' C 18.8 0.203 18' D 26.1 0.366 40' D 25.3 0.357 40' Osgood St South Central Driveway SB-TTR >1000' A 0 0 0' A 0 0 0' A 0 0 0' Page 28 of 50 L A NEA N Traffic Impact and Access Study for March 2020 Proposed Redevelopment Langan Project Number:140182701 1600 Osgood Street,North Andover,MA TABLE 10 CAPACITY ANALYSIS SUMMARY-WEEKDAY A.M.PEAK-HOUR(ROADWAY PEAK) EXISTING CONDITIONS 2026 NO-BUILD CONDITIONS 2026 BUILD CONDITIONS 2026 BUILD WITH IMPROVEMENTS STORAGE CONDITIONS INTERSECTION CONTROL TYPE LANE USE DELAY V/C DELAY V/C DELAY V/C DELAY V/C LENGTH QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) 50th% 95th% 50th% 95th% 50th% 95th% 50th% 95th% E B-L >1000' F 258.1 0.772 68' F 638.6 1.438 98' F 687.2 1.513 98' EB-R 200' F 258.1 0.772 68' F 638.6 1.438 98' F 687.2 1.513 98' Osgood Street NB-L 220' C 16.7 0.118 10' C 19.9 0.155 13' C 20.3 0.159 15' (Route 125)&Holt UNSIGNALIZED Road N B-TT >1000' A 0 0 0' A 0 0 0' A 0 0 0' S B-TT >1000' A 0 0 0' A 0 0 0' A 0 0 0' S B-R 450' A 0 0 0' A 0 0 0' A 0 0 0' E B-L ±350' E 38.3 0.726 138' F 90.4 1.001 268' F 90.4 1 265' Main Street& EB-R 33' E 38.3 0.726 138' F 90.4 1.001 268' F 90.4 1 265' WaverlyRoad UNSIGNALIZED N B-LT ±500' A 8.7 0.038 3' A 9 0.044 3' A 9.1 0.044 3' SB-TR ±250' A 1 0 0 0' A 0 0 0' A 0 0 0' Chickering Road EB-LTR >1000' E 48.9 0.128 10' F 96.2 0.236 20' F 100.9 0.246 20' (Route 125)/ Osgood Street UNSIGNALIZED WB-LTR ±650' B 12.8 0.233 23' C 15.1 0.321 35' C 15.2 0.321 35' (Route 125)& Colgate Drive/ NB-LTR ±600' A 8.7 0.001 0' A 9 0.001 0' A 9 0.001 0' Osgood Street SB-LTR >1000' A 9.4 0.307 33' B 10.1 0.367 43' B 10.1 0.369 43' EB-LT ±200' A 0 0 0' A 0 0 0' A 0 0 0' High Street/Poor WB-LTR >1000' A 8.9 0.115 10' A 9.5 0.154 13' A 9.5 0.155 13' Street&Sutton UNSIGNALIZED Street NB-LTR 50' B 13.5 0.089 8 D 29 0.324 33' D 29.6 0.326 33' SB-LTR ±200' C 15.1 0.003 0' C 17 0.004 0' C 17.1 0.004 0' EB-LTR 100' A 7.7 0.143 13' A 8 0.162 15' A 8 0.163 15' High Street& WB-LTR >1000' A 8 0.095 8' A 8.2 0.106 10' A 8.2 0.106 10' Chadwick Street UNSIGNALIZED NB-LTR ±600' A 8 0.096 8' A 8.4 0.14 13' A 8.4 0.139 13' SB-LTR 50' A 8.2 0.147 13' A 8.6 0.184 18' A 8.6 0.186 18' E B-TR >1000' A 0 0 0' A 0 0 0' A 0 0 0' Chadwick Street& UNSIGNALIZED WB-LT ±200' A 0 0 0' A 0 0 0' A 0 0 0' Sutton Street NWB-LR 100' F 71.8 0.678 95' F 167.5 1.007 158' F 171.3 1.017 158' Boston Road(Route NB-LTTR ±650' C 19.8 0.111 10' C 24.9 0.153 13' C 24.1 0.148 13' 125)/Knipe Road SB-LTTR >1000' A 8.7 0.008 0' A 9 0.009 0' A 9.2 0.009 0' (Route 125)&Cross UNSIGNALIZED SEB-LTR >1000' F 125.2 0.776 100' F 372.4 1.358 163' F 372.4 1.358 163' Road&Boston Road SWB-LTR >1000' F 693.3 2.137 278'_]l F 1 2334.2 1 5.404 1 1 378' F 1 2608.7 5.944 1 383' Boston Road(Route WB-LR >1000' C 16.1 0.233 23' C 20.8 0.319 33' C 21.9 0.334 35' 125)&Farrwood UNSIGNALIZED NB-TTR >1000' A 0 0 0' A 0 0 0' A 0 0 0' Drive(North) SB-LTT ±650' A 8.2 0.024 3' A 8.4 0.028 3' A 8.6 0.03 3' Boston Road(Route WB-LR >1000' E 48.8 0.599 83' F 107 0.872 143' F 119.4 0.912 150' 125)&Farrwood UNSIGNALIZED NB-TTR ±250' A 0 0 0' A 0 0 0' A 0 0 0' Drive(South) SB-LTT >1000' A 8.2 0.016 3' A 8.5 0.019 3' A 8.6 0.019 3' Page 29 of 50 L A NSA N Traffic Impact and Access Study for March 2020 Proposed Redevelopment Langan Project Number:140182701 1600 Osgood Street,North Andover,MA TABLE 10 CAPACITY ANALYSIS SUMMARY—WEEKDAY A.M.PEAK-HOUR(ROADWAY PEAK) EXISTING CONDITIONS 2026 NO-BUILD CONDITIONS 2026 BUILD CONDITIONS 2026 BUILD WITH IMPROVEMENTS STORAGE CONDITIONS INTERSECTION CONTROL TYPE LANE USE DELAY V/C DELAY V/C DELAY V/C DELAY V/C LENGTH QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) 50th% 95th% 50th% 95th% I 50th% 95th% 50th% 95th% Osgood Street NB-TTR >1000' A 0 0 0' A 0 0 0' A 0 0 0' (route 125)/Boston UNSIGNALIZED SB-LTT ±250' A 8.3 0.134 13' A 8.6 0.153 13' A 8.8 0.16 15' Road(route 125)& Bradford Street NWB-LR >1000' C 20.7 0.278 28' D 29.5 0.394 45' D 31.3 0.411 48' * Denotes a"defacto left lane".Per Synchro user guide: "DL" indicates the shared left lane has congestion exceeding the level of other through lanes. Synchro does not model this situation correctly. To model this situation accurately the shared left-turn/through lane was modeled as an exclusive left lane. Page 30 of 50 AWIG IV Traffic Impact and Access Study for March 2020 Proposed Redevelopment Langan Project Number:140182701 1600 Osgood Street,North Andover,MA TABLE 11 CAPACITY ANALYSIS SUMMARY-WEEKDAY P.M.PEAK-HOUR(ROADWAY PEAK) EXISTING CONDITIONS 2026 NO-BUILD CONDITIONS 2026 BUILD CONDITIONS 2026 BUILD WITH IMPROVEMENTS STORAGE CONDITIONS INTERSECTION CONTROL TYPE LANE USE DELAY V/C DELAY V/C DELAY V/C DELAY V/C LENGTH QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) 50th% 95th% 50th% 95th% 50th% 95th% 50th% 95th% Overall F 89.4 1.26 F 134.2 1.47 F 127.3 1.45 N B-L 300' D 41.4 0.35 38' 82' D 44.6 0.42 42' 86' D 44.8 0.43 42' 86' N B-TT >1000' F 152.8 1.26 547' 691' F 244.2 1.47 702' 838' F 232.8 1.45 683' 819' Shelley Road/Ward NB-R 600' A 0.1 0.05 0' 0' A 0.1 0.05 0' 0' A 0.1 0.05 0' 0' Hill Avenue& SB-L 275' E 63.9 0.76 81' 178' E 70.1 0.81 90' 196' E 70.1 0.81 90' 196' Industrial Avenue ACTUATED- SB-TT >1000' C 28.4 0.63 202' 265' C 30.1 0.71 244' 320' C 30.9 0.73 257' 345' (Route 125 UNCOORDINATED SB-R 425' A 0.1 0.04 0' 0' A 0 0.04 0' 0' A 0 0.04 0' 0' Connector) NEB-L >1000' D 48.9 0.69 101' 166' D 51 0.72 110' 180' D 51 0.72 110' 180' NEB-LT 300' D 48.1 0.67 98' 164' D 49.9 0.71 108' 176' D 49.9 0.71 108' 176' NEB-R 275 A 0.1 0.05 0' 0' A 0.1 0.06 0' 0' A 0.1 0.06 0' 0' SWB-LT 500' E 73.4 0.84 96' 176' F 85.9 0.92 106' 195' F 0 0.92 106' 195' Overall B 14.9 0.6 B 16.4 0.7 B 16.1 0.69 Industrial Avenue SEB-L 250' D 49.5 0.38 25' 59' D 50.6 0.4 27' 62' D 50.6 0.4 27' 62' (Route 125 ACTUATED- SEB-TT >1000' A 3.6 0.35 81' 103' A 3.9 0.4 100' 126' A 4 0.42 104' 133' Connector)&Ward COORDINATED NWB-TT 600' C 21.1 0.6 410' 488' C 23.6 0.7 433' 536' C 23.4 0.69 421' 535' Hill Industrial Park NWB-R 175' A 3.7 0 0' 1' A 4 0 0' 1' A 4 0 0' 1' SWB-LR 200' B 14.4 0.31 1' 31' B 14.1 0.32 1' 32' B 14.1 0.32 1' 32' Overall C 21.8 0.88 C 28.7 1 C 26 0.98 South Main Street NB-LL >1000' D 35.9 0.88 263' 346' D 53.2 1 336' 484' D 47.1 0.98 312' 461' (Route 125)& ACTUATED- SB-TT >1000' D 41.2 0.58 80' 116' D 41.8 0.62 88' 128' D 41.9 0.62 89' 128' Industrial Avenue COORDINATED SB-R 450' A 0.6 0.33 0' 0' A 0.6 0.36 0' 0' A 0.6 0.36 0' 0' (Route 125 Connector) SEB-LL 850' C 22.4 0.49 86' 196' C 24.2 0.57 98' 214' C 24.2 0.57 98' 209' SEB-R 275' A 0.4 1 0.25 0' 0' A 0.5 0.31 0' 10' A 0.7 0.33 0' 1 0' Overall - - - - - - A 3 0.64 A 4.8 0.64 Osgood Street EB-LR 400' D 30.5 0.333 35' E 40.6 0.414 45' EB-LLR:D 38.2 0.28 18' 28' D 38.2 0.28 18' 28' )(Route 125 &1600 UNSIGNALIZED/ Osgood North ACTUATED- NB-LTT 350' A 9 0.015 0' A 9.5 0.017 3' A 2.1 0.64 51' 73' A 4.7 0.64 237' 323' Driveway COORDINATED SB-TT >1000' A 0 0 0' A 0 0 0' A 1.4 0.19 16' 24' A 1.3 0.19 16' 24' SB-R 225' A 0 0 0' A 0 0 0' A 0.2 0.06 0' 2' A 0.2 0.06 0' 2' Page 31 of 50 L A N-GA N Traffic Impact and Access Study for March 2020 Proposed Redevelopment Langan Project Number:140182701 1600 Osgood Street,North Andover,MA TABLE 11 CAPACITY ANALYSIS SUMMARY-WEEKDAY P.M.PEAK-HOUR(ROADWAY PEAK) EXISTING CONDITIONS 2026 NO-BUILD CONDITIONS 2026 BUILD CONDITIONS 2026 BUILD WITH IMPROVEMENTS STORAGE CONDITIONS INTERSECTION CONTROL TYPE LANE USE DELAY V/C DELAY V/C DELAY V/C DELAY V/C LENGTH QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) 50th% 95th% 50th% 95th% 50th% 95th% 50th% 95th% Overall A 5.9 0.55 A 6.5 0.63 C 25.4 1 A 4.8 0.53 Osgood Street EB-LT 350' D 46.9 0.47 37' 66' D 47.4 0.49 39' 68' D 39.7 0.11 10' 23' D 39.7 0.11 10' 23' (Route 125)&1600 EB-R 350' A 6 0.23 0' 12' A 6.2 0.23 0' 14' A 8.7 0.29 0' 7' A 8.7 0.29 0' 7' Osgood St South ACTUATED- WB-LTR 90' A 3.8 0.18 0' 5' A 3.8 0.17 0' 5' A 4.9 0.21 0' 6' A 4.9 0.21 0' 6' Driveway 2/ COORDINATED NB-L >1000' - - - - - - - - - - A* 2.2 0.1 5 11' A 2.2 0.1 5' 11' Raceway Convenience Store NB-TTR >1000' A 5 0.55 129' 233' A 6.1 0.63 167' 305' D* 35.1 1 957' 1217' A 3.6 0.53 120' 153' Driveway SB-LTT 175' A 4 0.24 77' 89' A 4.1 0.31 105' 134' A 9.6 0.35 110' 178' A 6.5 0.3 104' 134' SB-R 175' A 0.3 0.02 0' 0' A 0.2 0.02 0' 0' A 0 0.01 0' 1' - - - - - Overall B 17.1 0.85 D 39.4 1.08 D 36.6 1.05 C 24 0.94 EB-LTT >1000' C 20.1 0.85 215' 434' C 30.8 0.95 308' 562' C 32.8 0.97 317' 573' C 21.1 0.9 306' 450' Great Pond Road (Route and Casa EB-R 110' A 0.2 0.19 0' 0' A 0.3 0.21 0' 0' A 0.3 0.21 0' 0' A 0.3 0.21 0' 0' Blanca Driveway& ACTUATED- wB-LTTR >1000' B 16.3 0.71 113' 221' E 72.5 1.08 266' 435' E 61.3 1.05 253' 420' C 31.4 0.94 202' 361' Osgood Street UNCOORDINATED g N B-LT >1000' C 29.7 0.71 110' 160' C 34.2 0.77 122' 174' C 34.2 0.77 122' 174' D 51.3 0.87 143' 231' (Route 125) NB-R 75' A 0.1 0.05 0' 0' A 0.1 0.07 0' 0' A 0.1 0.07 0' 0' A 0.1 0.07 0' 0' SB-LTR 100' A 0.1 0.02 0' 0' A 0.1 0.02 0' 0' A 0.1 0.02 0' 0' LA 0.1 0.02 0' 0' Overall B 14.6 0.78 B 18 0.87 B 18.4 0.87 EB-LL 900' C 20.7 0.73 131' 207' C 25.3 0.82 182' 253' C 26 0.83 186' 259' Osgood Street ACTUATED- EB-R 100' A 0 0.03 0' 0' A 0 0.03 0' 0' A 0 0.03 0' 0' (Route 125)& UNCOORDINATED NB-LTT >1000' B 19.1 0.78 156' 252' C 24.9 0.87 223' 352' C 25.2 0.87 225' 356' Sutton Street S B-TT >1000' B 11.6 0.3 53' 91, B 12.6 0.36 77' 112' B 12.6 0.35 75' 110' SB-R 125' A 0.4 0.3 0' 0' A 0.6 0.36 0' 0' A 0.5 0.36 0' 0' Overall C 22.4 0.85 D 41.1 1.22 D 39.8 1.19 C 34.0 0.98 EB-LT ±400' C 30 0.82 268' 453' D 37.2 0.9 317' 536' D 37.6 0.9 319' 539' D 54.5 0.98 344' 575' EB-R 75' A 9.1 0.39 43' 98' B 10.1 0.42 53' 115' B 10.1 0.42 53' 115' B 12.3 0.45 61' 128' Main Street/North ACTUATED- WB-L 100' C 34.4 0.83 69' 166' F 144.9 1.22 190' 308' F 135.2 1.19 182' 299' E 56.2 0.95 135' 253' Main Street& UNCOORDINATED WB-TR ±520' B 11 0.57 169' 220' B 12.4 0.63 199' 256' B 12.3 0.63 198' 256' B 11.7 0.62 190' 245' Sutton Street N B-LT ±730' D 54.2 0.85 128' 256' E 63.5 0.91 142' 286' E 63.7 0.91 142' 286' E 72.1 0.95 144' 294' N B-R 100' A 7.4 0.57 7' 75' B 14.6 0.71 51' 158' B 15.4 0.73 55' 165' B 11.2 0.69 29' 125' SB-LTR ±320' C 20.9 0.09 12' 30' C 21.1 0.09 13' 31' C 21.1 0.09 13' 31' C 21.8 0.09 13' 32' Osgood Street EB-LR 225' F 72.4 0.817 148' F 538.7 2.006 505' F 361.8 1.626 433' (Route 125)&1600 UNSIGNALIZED NB-LTT >1000' A 9.3 0.009 0' A 9.9 0.016 0' A 8.6 0.012 0' Osgood St North Central Driveway SB-TTR 350' A 0 0 0 A 0 0 0 A 0 0 0 Osgood Street EB-LR 200' C 17.4 0.291 30' F 73.4 0.839 158' E 38.3 0.641 100' (Route 125)&1600 UNSIGNALIZED NB-LTT 175' A 8.5 0.019 3' A 8.9 0.034 3' A 8.8 0.033 3' Osgood St South Central Driveway SB-TTR >1000' A 0 0 0 A 0 0 0 A 0 0 0 Page 32 of 50 L A N-GA N Traffic Impact and Access Study for March 2020 Proposed Redevelopment Langan Project Number:140182701 1600 Osgood Street,North Andover,MA TABLE 11 CAPACITY ANALYSIS SUMMARY-WEEKDAY P.M.PEAK-HOUR(ROADWAY PEAK) EXISTING CONDITIONS 2026 NO-BUILD CONDITIONS 2026 BUILD CONDITIONS 2026 BUILD WITH IMPROVEMENTS STORAGE CONDITIONS INTERSECTION CONTROL TYPE LANE USE DELAY V/C DELAY V/C DELAY V/C DELAY V/C LENGTH QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) 50th% 95th% 50th% 95th% 50th% 95th% 50th% 95th% E B-L >1000' E 48.7 0.347 35' F 104 0.596 65' F 99.5 0.581 65' EB-R 200' E 48.7 0.347 35' F 104 0.596 65' F 99.5 0.581 65' Osgood Street NB-L 220' A 9.3 0.017 3 B 10.2 0.022 3' B 10.1 0.021 3' (Route 125)&Holt UNSIGNALIZED Road N B-TT >1000' A 0 0 0 A 0 0 0 A 0 0 0 S B-TT >1000' A 0 0 0 A 0 0 0 A 0 0 0 S B-R 450' A 0 0 0 A 0 0 0 A 0 0 0 E B-L ±350' F 183.5 1.261 408' F 436 1.848 713' F 434.5 1.845 715' Main Street& EB-R 33' F 183.5 1.261 408' F 436 1.848 713' F 434.5 1.845 715' WaverlyRoad UNSIGNALIZED N B-LT ±500' A 8.9 0.069 5' A 9.3 0.081 8' A 9.2 0.08 8' SB-TR ±250' A 1 0 0 0 A 0 0 0 A 0 0 0 Chickering Road EB-LTR >1000' A 0 0 0' A 0 0 0' A 0 0 0' (Route 125)/ Osgood Street UNSIGNALIZED WB-LTR ±650' F 165.4 1.235 435' F 364.3 1.699 708' F 373.5 1.72 723' (Route 125)& Colgate Drive/ NB-LTR ±600' A 8.1 0.003 0' A 8.3 0.003 0' A 8.3 0.003 0' Osgood Street SB-LTR >1000' B 11.1 0.226 23' B 12.4 0.304 33' B 12.4 0.299 33' EB-LT ±200' A 0 0 0 A 0 0 0 A 0 0 0 High Street/Poor WB-LTR >1000' A 10 0.07 5' B 10.9 0.126 10' B 11 0.122 10' Street&Sutton UNSIGNALIZED Street NB-LTR 50' D 25.9 0.486 63' F 68 0.842 165' F 70.7 0.856 173' SB-LTR ±200' E 47 0.014 0' F 83.7 0.027 3' F 82 0.026 3' EB-LTR 100' A 8.2 0.139 13' A 8.6 0.165 15' A 8.6 0.165 15' High Street& WB-LTR >1000' A 8.1 0.073 5' A 8.4 0.083 8' A 8.4 0.083 8' Chadwick Street UNSIGNALIZED NB-LTR ±600' A 9.4 0.31 33' B 10.3 0.379 45' B 10.3 0.38 45' SB-LTR 50' A 8 0.072 5' A 8.4 0.117 10' A 8.3 0.112 10' E B-TR >1000' A 0 0 0' A 0 0 0' A 0 0 0' Chadwick Street& UNSIGNALIZED WB-LT ±200' A 0 0 0' A 0 0 0' A 0 0 0' Sutton Street NWB-LR 100' F 216.7 1.196 220' F 528.6 1.883 325' F 528.6 1.883 325' Boston Road(Route NB-LTTR ±650' A 8.6 0.05 5' A 9 0.059 5' A 9.2 0.061 5' 125)/Knipe Road SB-LTTR >1000' B 14.6 0.018 3' C 17.1 0.022 3' C 16.7 0.021 3' (Route 125)&Cross UNSIGNALIZED SEB-LTR >1000' E 40.1 0.41 45' F 94.3 0.696 90' F 96.1 0.702 93' Road&Boston Road SWB-LTR >1000' F 1275 1.37 127'_]l F 1 1243.5 1 2.721 1 1 160' F 1 1243.5 2.721 1 160' Boston Road(Route WB-LR >1000' F 55.9 0.402 43' F 151.9 0.758 85' F 147.6 0.746 85' 125)&Farrwood UNSIGNALIZED NB-TTR >1000' A 0 0 0' A 0 0 0' A 0 0 0' Drive(North) SB-LTT ±650' C 17.1 0.164 15' C 21.2 0.222 20' C 20.6 0.215 20' Boston Road(Route WB-LR >1000' F 119.8 0.689 80' F 370.9 1.278 138' F 343.3 1.223 133' 125)&Farrwood UNSIGNALIZED NB-TTR ±250' A 0 0 0' A 0 0 0' A 0 0 0' Drive(South) SB-LTT >1000' C 16.8 0.098 8' C 20.4 0.132 13' C 19.8 0.128 10' Page 33 of 50 L A NSA N Traffic Impact and Access Study for March 2020 Proposed Redevelopment Langan Project Number:140182701 1600 Osgood Street,North Andover,MA TABLE 11 CAPACITY ANALYSIS SUMMARY—WEEKDAY P.M.PEAK-HOUR(ROADWAY PEAK) EXISTING CONDITIONS 2026 NO-BUILD CONDITIONS 2026 BUILD CONDITIONS 2026 BUILD WITH IMPROVEMENTS STORAGE CONDITIONS INTERSECTION CONTROL TYPE LANE USE DELAY V/C DELAY V/C DELAY V/C DELAY V/C LENGTH QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) 50th% 95th% 50th% 95th% I 50th% 95th% 50th% 95th% Osgood Street NB-TTR >1000' A 0 0 0' A 0 0 0' A 0 0 0' (route 125)/Boston UNSIGNALIZED SB-LTT ±250' C 16.6 0.137 13' C 20.4 0.185 18' C 19.8 0.179 15' Road(route 125)& Bradford Street NWB-LR >1000' F 67.1 0.814 150' F 209 1.243 280' F 202.4 1.228 278' * Denotes a"defacto left lane".Per Synchro user guide: "DL" indicates the shared left lane has congestion exceeding the level of other through lanes. Synchro does not model this situation correctly. To model this situation accurately the shared left-turn/through lane was modeled as an exclusive left lane. Page 34 of 50 L A N-GA N Traffic Impact and Access Study for March 2020 Proposed Redevelopment Langan Project Number:140182701 1600 Osgood Street,North Andover,MA TABLE 12 CAPACITY ANALYSIS SUMMARY-WEEKDAY A.M.PEAK-HOUR(GENERATOR PEAK) EXISTING CONDITIONS 2026 NO-BUILD CONDITIONS 2026 BUILD CONDITIONS 2026 BUILD WITH IMPROVEMENTS STORAGE CONDITIONS INTERSECTION CONTROL TYPE LANE USE DELAY V/C DELAY V/C DELAY V/C DELAY V/C LENGTH QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) 50th% 95th% 50th% 95th% 50th% 95th% 50th% 95th% Overall C 28.7 0.87 D 36.4 1 E 70.1 1.26 D 39.6 1.03 N B-L 300' D 36.6 0.11 11' 34' D 37.7 0.13 13' 36' D 37.7 0.13 13' 36' D 35.1 0.12 13' 34' N B-TT >1000' D 42.6 0.87 267' 418' E 64.2 1 352' 491' F 153.2 1.26 499' 648' E 66.5 1.03 438' 575' Shelley Road/ NB-R 600' A 0.1 0.06 0' 0' A 0.1 0.06 0' 0' A 0.1 0.06 0' 0' A 0.1 0.06 0' 0' Ward Hill Avenue SB-L 275' D 39.9 0.77 174' 306' D 41.9 0.8 194' 345' D 41.9 0.8 194' 345' D 48.5 0.85 206' 368' &Industrial ACTUATED- SB-TT >1000' B 15.6 0.39 117' 260' B 16.1 0.45 148' 316' B 18.4 0.57 207' 475' B 17.9 0.56 190' 475' Avenue(Route UNCOORDINATED SB-R 425' A 0.1 0.09 0' 0' A 0.1 0.1 0' 0' A 0.1 0.1 0' 0' A 0.1 0.1 0' 0' 125 Connector) NEB-L >1000' D 41.2 0.35 34' 76' D 42.5 0.39 40' 82' D 42.5 0.39 40' 82' D 52.7 0.5 42' 94' NEB-LT 300' D 40.2 0.33 36' 77' D 41.3 0.37 41' 83' D 41.3 0.37 41' 83' D 49.9 0.48 43' 92' NEB-R 275 A 0 0.01 0' 0' A 0 0.01 0' 0' A 0 0.01 0' 0' A 0 0.01 0' 0' SWB-LT 500' D 39.5 0.25 24' 52' D 40.2 0.28 27' 56' L D 40.2 0.28 27' 56' ILD 42 0.3 28' 56' Overall A 7.6 0.39 A 8.6 0.49 A 8.5 0.55 Industrial Avenue SEB-L 250' C 23.3 0.09 6' 31' C 25.4 0.1 7' 34' C 30.1 0.12 9' 38' (Route 125 ACTUATED- SEB-TT >1000' A 4.5 0.31 62' 88' A 5.6 0.39 77' 106' A 5.5 0.47 108' 143' Connector)& COORDINATED NWB-TT 600' A 9.8 0.39 73' 191' B 10.9 0.49 86' 221' B 10.7 0.55 118' 294' Ward Hill Industrial Park NWB-R 175' A 2.8 0 0' 2' A 2.5 0 0' 2' A 2.2 0 0' 2' SWB-LR 200' A 9.2 0.18 0' 25' A 9.6 0.21 0' 28' B 10.9 0.24 0' 29' Overall B 11.1 0.64 B 12 0.66 B 14.6 0.76 South Main NB-LL >1000' C 23.2 0.51 53' 94' C 25.3 0.59 69' 121' C 29.2 0.76 138' 208' Street(Route ACTUATED- SB-TT >1000' C 21.7 0.64 88' 153' C 23 0.66 105' 182' C 26.8 0.71 137' 198' 125)&Industrial COORDINATED SB-R 450' A 0.8 0.43 0' 0' A 1 0.46 0' 0' A 1 0.46 0' 0' Avenue(Route 125 Connector) SEB-LL 850' C 22.6 0.36 34' 75' C 25.1 0.4 40' 88' C 29.2 0.44 51' 92' SEB-R 275' A 0.7 1 0.4 1 0' 0' A 1 0.48 1 0' 10' A 2 0.64 1 0' 0' Overall - - - - - - B 12.9 0.75 B 12.9 0.74 Osgood Street UNSIGNALIZED/ EB-LR 400' D 29 0.167 15' E 40.1 0.227 20' EB-LLR:D 41.3 0.75 128' 104' D 41 0.74 127' 103' (Route 125)& ACTUATED- NB-LTT 350' B 13.7 0.048 5' C 15.5 0.057 5' A 4.8 0.19 26' 48' A 4.8 0.19 27' 48' 1600 Osgood St COORDINATED North Driveway SB-TT >1000' A 0 0 0' A 0 0 0' A 8.1 0.56 170' 265' A 8.1 0.56 170' 267' SB-R 225' A 0 1 0 1 1 0' A 0 0 1 1 0' A 1.4 0.3 0' 27' A 1.4 0.3 0' 27' Page 35 of 50 L A N-GA N Traffic Impact and Access Study for March 2020 Proposed Redevelopment Langan Project Number:140182701 1600 Osgood Street,North Andover,MA TABLE 12 CAPACITY ANALYSIS SUMMARY-WEEKDAY A.M.PEAK-HOUR(GENERATOR PEAK) EXISTING CONDITIONS 2026 NO-BUILD CONDITIONS 2026 BUILD CONDITIONS 2026 BUILD WITH IMPROVEMENTS STORAGE CONDITIONS INTERSECTION CONTROL TYPE LANE USE DELAY V/C DELAY V/C DELAY V/C DELAY V/C LENGTH QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) 50th% 95th% 50th% 95th% 50th% 95th% 50th% 95th% Overall A 3.2 0.41 A 3.3 0.47 B 10.6 0.75 B 10.3 0.73 Osgood Street EB-LT 350' D 44.7 0.24 11' 30' D 44.7 0.24 11' 30' D 38.9 0.28 25' 33' D 41.2 0.3 25' 34' (Route 125)& EB-R 350' A 1.2 0.11 0' 0' A 1.2 0.11 0' 0' B 17.5 0.75 19' 6' B 14 0.73 2' 0' 1600 Osgood St ACTUATED- WB-LTR 90' C 31.3 0.12 7' 24' C 31.3 0.12 7' 24' A 0.4 0.06 0' 0' A 0.5 0.06 0' 0' South Driveway COORDINATED NB-L >1000' - - - - - - - - - - B* 16.9 0.68 27' 133' B 17.4 0.68 32' 133' 2/Raceway Convenience NB-TTR >1000' A 1.8 0.15 17' 28' A 1.9 0.2 23' 37' A* 4.2 0.3 43' 121' A 2.9 0.16 20' 47' Store Driveway SB-LTT 175' A 2.6 0.41 81' 106'LLA 2.9 0.47 98' 126' A 8.8 0.63 74' 262' A 9 0.65 63' 385' SB-R 175' A 0.3 0.04 0' 3' 0.3 0.05 0' 3' A 0.1 0.04 0' 0' - - - - - Overall B 16.5 0.77 C 20.4 0.88 D 40.7 1.07 C 34.4 1.03 Great Pond Road EB-LTT >1000' B 10.7 0.27 44' 80' B 11.4 0.33 73' 107' B 12.2 0.43 107' 152' B 11.4 0.42 102' 142' (Route 133)/ EB-R 110' A 0.1 0.13 0' 0' A 0.2 0.14 0' 0' A 0.2 0.14 0' 0' A 0.2 0.14 0' 0' Casa Blanca ACTUATED- WB-LTTR >1000' B 17.9 0.77 163' 266' C 23.9 0.88 255' 402' E 64.9 1.07 418' 551' D 50.8 1.03 402' 529' Driveway& UNCOORDINATED Osgood Street N B-LT >1000' C 29.4 0.76 125' 214' D 35.6 0.82 172' 235' D 39.6 0.85 172' 235' D 45.9 0.89 181' 272' (Route 125) NB-R 75' A 0 0.02 0' 0' A 0 0.04 0' 0' A 0.1 0.08 0' 0' A 0.1 0.08 0' 0' SB-LTR 100' 0 0 0 0' 0' 0 0 0 0' 0' 0 0 0 0' 0' 0 1 0 0 0' 0' Overall A 8.1 0.6 A 9.1 0.64 B 10.3 0.67 EB-LL 900' B 13.7 0.42 32' 73' B 15.7 0.5 46' 102' B 17.3 0.58 65' 135' Osgood Street ACTUATED- EB-R 100' A 0 0.04 0' 0' A 0 0.04 0' 0' A 0 0.04 0' 0' (Route 125)& UNCOORDINATED NB-LTT >1000' A 8.6 0.31 22' 46' A 9.4 0.36 31' 65' B 10.9 0.43 44' 88' Sutton Street S B-TT >1000' B 11 0.6 65' 123' B 12 0.64 85' 164' B 13.5 0.67 105' 200' SB-R 125' A 0.4 0.3 0' 0' A 0.5 0.35 0' 0' A 0.7 0.4 0' 0' Overall B 13.8 0.62 B 14.9 0.67 B 16.2 0.75 EB-LT ±400' C 20.4 0.61 126' 235' C 21.5 0.65 151' 266' C 22.3 0.67 168' 283' Main Street/ EB-R 75' A 5.7 0.3 12' 52' A 6.4 0.31 17' 61' A 6.8 0.31 20' 63' North Main ACTUATED- WB-L 100' A 8.7 0.43 33' 66' B 11.8 0.59 48' 84' B 19.4 0.75 67' 105' Street&Sutton UNCOORDINATED WB-TR ±520' A 9.3 0.52 108' 185' B 10.3 0.57 138' 212' B 10.7 0.59 155' 222' Street N B-LT ±730' C 34.8 0.62 64' 142' D 37.7 0.67 80' 157' D 37.8 0.67 84' 157' N B-R 100' A 6.8 0.37 0' 46' A 6.7 0.43 0' 52' A 6.8 0.51 0' 58' SB-LTR ±320 C 20.5 0.04 3' 16' C 20.7 0.04 4' 16' C 20.8 0.04 4' 16' Osgood Street EB-LR 225' D 27.4 0.174 15' E 40 0.248 23' D 30.2 0.192 18' (Route 125)& NB-LTT >1000' B 12 0.057 5' B 13.8 0.111 10' B 13.3 0.105 8' 1600 Osgood St UNSIGNALIZED North Central SB-TTR 350' A 0 0 0' A 0 0 0' A 0 0 0' Driveway Osgood Street EB-LR 200' C 18.9 0.019 3' C 23.6 0.025 3' C 23.8 0.026 3' (Route 125)& NB-LTT 175' B 11.6 0.041 3' B 12.9 0.077 5' B 12.9 0.077 8' 1600 Osgood St UNSIGNALIZED South Central SB-TTR >1000' A 0 0 0' A 0 0 0' A 0 0 0' Driveway Page 36 of 50 L A N-GA N Traffic Impact and Access Study for March 2020 Proposed Redevelopment Langan Project Number:140182701 1600 Osgood Street,North Andover,MA TABLE 12 CAPACITY ANALYSIS SUMMARY-WEEKDAY A.M.PEAK-HOUR(GENERATOR PEAK) EXISTING CONDITIONS 2026 NO-BUILD CONDITIONS 2026 BUILD CONDITIONS 2026 BUILD WITH IMPROVEMENTS STORAGE CONDITIONS INTERSECTION CONTROL TYPE LANE USE DELAY V/C DELAY V/C DELAY V/C DELAY V/C LENGTH QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) 50th% 95th% 50th% 95th% 50th% 95th% 50th% 95th% E B-L >1000' F 68.3 0.488 55' F 132.4 0.733 88' F 468.4 1.447 143' EB-B 200' F 68.3 0.488 55' F 132.4 0.733 88' F 468.4 1.447 143' Osgood Street NB-L 220' B 11.4 0.091 8' B 12.4 0.111 10' B 14.3 0.137 13' (Route 125)& UNSIGNALIZED Holt Road NB-TT >1000' A 0 0 0' A 0 0 0' A 0 0 0' S B-TT >1000' A 0 0 0' A 0 0 0' A 0 0 0' S B-R 450' A 0 0 0' A 0 0 0' A 0 0 0' EB-L ±350' C 18.8 0.399 48' D 25.9 0.56 83' E 41.4 0.762 153' Main Street& EB-B 33' C 18.8 0.399 48' D 25.9 0.56 83' E 41.4 0.762 153' WaverlyRoad UNSIGNALIZED N B-LT ±500' A 8.3 0.022 3 A 8.6 0.026 3' A 8.8 0.028 3' SB-TR IL ±250' A 1 0 1 0 1 1 0 11 A 1 0 1 0 1 1 0' A 1 0 1 0 1 10' IL I I I 1 -1 Chickering Road EB-LTR >1000' E 39.5 0.117 10' F 64.4 0.186 15' F 110.6 0.293 25' (Route 125)/ Osgood Street UNSIGNALIZED WB-LTR ±650' B 10.2 0.129 10' B 10.9 0.177 15' B 12 0.24 23' (Route 125)& Colgate Drive/ NB-LTR ±600' A 8.7 0.005 0' A 9 0.006 0' A 9.2 0.006 0' Osgood Street SB-LTR >1000' A 8.7 0.275 28' A 9.2 0.322 35' A 9.7 0.361 43' EB-LT ±200' A 8.9 0.001 0' A 9.3 0.001 0' A 9.6 0.001 0' High Street/Poor WB-LTR >1000' A 8.3 0.056 5' A 8.6 0.082 8' A 9 0.111 10' Street&Sutton UNSIGNALIZED Street NB-LTR 50' B 10.8 0.045 3' C 16.2 0.155 13' C 18.9 0.245 23' SB-LTR ±200' C 23.7 0.019 3 ILD 1 34.4 0.03 3' F 51.6 0.046 1 3' IL I I I EB-LTR 100' A 7.5 0.125 10' A 7.8 0.142 13' A 8 0.146 13' High Street& WB-LTR >1000' A 7.6 0.056 5' A 7.8 0.061 5' A 8 0.063 5' Chadwick Street UNSIGNALIZED NB-LTR ±600' A 7.8 0.097 8' A 8.2 0.141 13' A 8.4 0.172 15' 11 SB-LTRIL 50' 1[ A 7.7 0.08 8' A 8 0.111 10' A 8.2 0.139 13' E B-TR >1000' A 0 0 0' A 0 0 0' A 0 0 0' Chadwick Street UNSIGNALIZED WB-LT ±200' A 0 0 0' A 0 0 0' A 0 0 0' &Sutton Street NWB-LB 100' D 30.6 0.383 43' E 48 0.538 68' F 78.3 0.695 98' Boston Road NB-LTTR ±650' B 12 0.035 3' B 13.3 0.043 3' C 16.3 0.058 5' (Route 125V SB-LTTR >1000' A 8.5 0.006 0' A 8.8 0.006 0' B 10 0.008 0' Knipe Road UNSIGNALIZED SEB-LTR >1000' C 23.9 0.269 28' D 32.8 0.369 40' F 583.9 1.786 195' (Route 125)& Cross Road& SWB-LTR >1000' F 99.1 0.878 153' F 290.2 1.377 260' F Boston Road Boston Road WB-LR >1000' C 16.4 0.269 28' C 20.9 0.357 40' F (Route 125)& UNSIGNALIZED NB-TTR >1000' A 0 0 0' A 0 0 0' A 0 0 0' Farrwood Drive (North) SB-LTT ±650' A 8 0.01 0' A 8.3 0.012 0' A 9.3 0.016 0' Boston Road WB-LR >1000' C 20.8 0.309 33' D 30 0.435 53' F 82.3 0.755 115' (Route 125)& UNSIGNALIZED NB-TTR ±250' A 0 0 0' A 0 0 0' A 0 0 0' Farrwood Drive (South) SB-LTT >1000' A 8.1 0.015 0' A 8.3 0.018 3' A 9.5 0.023 3' Page 37 of 50 L A NSA N Traffic Impact and Access Study for March 2020 Proposed Redevelopment Langan Project Number:140182701 1600 Osgood Street,North Andover,MA TABLE 12 CAPACITY ANALYSIS SUMMARY—WEEKDAY A.M.PEAK-HOUR(GENERATOR PEAK) EXISTING CONDITIONS 2026 NO-BUILD CONDITIONS 2026 BUILD CONDITIONS 2026 BUILD WITH IMPROVEMENTS STORAGE CONDITIONS INTERSECTION CONTROL TYPE LANE USE DELAY V/C DELAY V/C DELAY V/C DELAY V/C LENGTH QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) 50th% 95th% 50th% 95th% I 50th% 95th% 50th% 95th% Osgood Street NB-TTR >1000' A 0 0 0' A 0 0 0' A 0 0 0' (route 125)/ SB-LTT ±250' A 8.1 0.099 8 A 8.4 0.113 10' A 9.6 0.148 13' Boston Road UNSIGNALIZED (route 125)& NWB-LR >1000' C 23.9 0.22 20' F 53 0.442 50' F Bradford Street *Denotes a"defacto left lane".Per Synchro user guide: "DL" indicates the shared left lane has congestion exceeding the level of other through lanes. Synchro does not model this situation correctly. To model this situation accurately the shared left-turn/through lane was modeled as an exclusive left lane. Synchro unable to run calculations for this movement because volume is over capacity Page 38 of 50 LA NGA N Traffic Impact and Access Study for March 2020 Proposed Redevelopment Langan Project Number:140182701 1600 Osgood Street,North Andover,MA TABLE 13 CAPACITY ANALYSIS SUMMARY-WEEKDAY P.M.PEAK-HOUR(GENERATOR PEAK) EXISTING CONDITIONS 2026 NO-BUILD CONDITIONS 2026 BUILD CONDITIONS 2026 BUILD WITH IMPROVEMENTS STORAGE CONDITIONS INTERSECTION CONTROL TYPE LANE USE DELAY V/C DELAY V/C DELAY V/C DELAY V/C LENGTH QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) 50th% 95th% 50th% 95th% 50th% 95th% 50th% 95th% Overall C 27.4 0.72 C 30.2 0.83 D 41.7 1 N B-L 300' D 37.3 0.26 25' 64' D 39.4 0.3 29' 68' D 39 0.29 29' 68' N B-TT >1000' C 29.2 0.72 330' 512' C 34.5 0.83 461' 634' D 54.5 1 622' 807' Shelley Road/ NB-R 600' A 0 0.03 0' 0' A 0 0.03 0' 0' A 0 0.03 0' 0' Ward Hill Avenue SB-L 275' D 44.5 0.49 50' 103' D 46 0.53 54' 110' D 46 0.53 54' 110, &Industrial ACTUATED- SB-TT >1000' C 21.2 0.41 176' 236' C 21.6 0.47 201' 285' C 28 0.67 295' 461' Avenue(Route UNCOORDINATED SB-R 425' A 0 0.03 0' 0' A 0 0.03 0' 0' A 0 0.03 0' 0' 125 Connector) NEB-L >1000' D 39.7 0.4 44' 86' D 40 0.42 48' 92' D 40 0.42 48' 92' NEB-LT 300' D 39.7 0.4 44' 86' D 40.1 0.42 48' 92' D 40.1 0.42 48' 92' NEB-R 275 A 0 0.04 0' 0' A 0.1 0.04 0' 0' A 0.1 0.04 0' 0' SWB-LT 500' D 46.5 0.55 59' 103' D 48.4 0.59 65' 111' D 48.4 0.59 65' 1 11' IL J Overall B 12.7 0.46 B 13.3 0.53 B 13.4 0.63 Industrial Avenue SEB-L 250' D 48.9 0.36 24' 57' D 49.9 0.38 26' 60' D 49.9 0.38 26' 60' (Route 125 ACTUATED- SEB-TT >1000' A 2.8 0.29 68' 87' A 3 0.33 82' 104' A 3.5 0.43 120' 151' Connector)& COORDINATED NWB-TT 600' B 18.2 0.46 354' 414' B 19.2 0.53 421' 451' B 19.8 0.63 396' 511' Ward Hill Industrial Park NWB-R 175' A 4.2 0 1' 2' A 3.8 0 0' 1' A 3.5 0 0' 1' SWB-LR J 200' B 15.4 0.23 1' 26' B 15.1 0.24 1' 27' B 15.1 0.24 1' 27' Overall C 20.3 0.79 C 21.2 0.86 C 28.4 1.01 South Main NB-LL >1000' C 34.3 0.79 207' 255' C 35 0.86 245' 314' D 54.5 1.01 296' 485' Street(Route ACTUATED- SB-TT >1000' D 40.8 0.53 69' 103' D 41 0.56 76' ill' D 41.6 0.6 84' 122' 125)&Industrial COORDINATED SB-R 450' A 0.4 0.28 0' 0' A 0.5 0.3 0' 0' A 0.5 0.3 0' 0' Avenue(Route 125 Connector) SEB-LL 850' B 19.4 0.39 91' 175' C 22 0.47 102' 193' C 23.7 0.51 92' 163' SEB-R J 275' J A 0.3 0.21 0' 1 0' A 0.4 0.26 0' 10' A 1.5 0.44 0' 10' Overall - - - - - - B 12 0.72 B 13.6 0.72 Osgood Street UNSIGNALIZED/ EB-LR 400' C 18.4 0.1 8' C 23.4 0.133 13' EB-LLR:D 38.4 0.72 132' 110' D 38.4 0.72 132' 110' (Route 125)& ACTUATED- NB-LTT 350' A 8.6 0.008 0' A 8.9 0.009 0' A 6.7 0.66 195' 214' B 10.7 0.66 269' 421' 1600 Osgood St COORDINATED North Driveway SB-TT L225' 000' A 0 0 0' A 0 0 0' A 6.4 0.19 65' 81' A 3.8 0.19 27' 47' SB-R A 0 0 0' A 0 0 0' A 2.3 0.25 20' 29' A 0.5 0.25 0' 1 LPage 39 of 50 L A N-GA N Traffic Impact and Access Study for March 2020 Proposed Redevelopment Langan Project Number:140182701 1600 Osgood Street,North Andover,MA TABLE 13 CAPACITY ANALYSIS SUMMARY-WEEKDAY P.M.PEAK-HOUR(GENERATOR PEAK) EXISTING CONDITIONS 2026 NO-BUILD CONDITIONS 2026 BUILD CONDITIONS 2026 BUILD WITH IMPROVEMENTS STORAGE CONDITIONS INTERSECTION CONTROL TYPE LANE USE DELAY V/C DELAY V/C DELAY V/C DELAY V/C LENGTH QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) 50th% 95th% 50th% 95th% 50th% 95th% 50th% 95th% Overall A 3.8 0.44 A 4.6 0.53 C 21.7 0.97 A 9.1 0.73 Osgood Street EB-LT 350' D 43.1 0.25 15' 36' D 44.2 0.27 16' 38' D 42 0.34 29' 40' D 42 0.34 29' 40' (Route 125)& EB-R 350' A 0.8 0.09 0' 0' A 0.9 0.1 0' 0' B 13.4 0.73 0' 0' B 13.4 0.73 0' 0' 1600 Osgood St ACTUATED- WB-LTR 90' C 32.5 0.18 12' 33' D 36.2 0.18 14' 35' A 0.8 0.11 0' 0' A 0.8 0.11 0' 0' South Driveway COORDINATED NB-L >1000' - - - - - - - - - - A* 4.6 0.36 23' 65' A 4.7 0.37 23' 65' 2/Raceway Convenience NB-TTR >1000' A 2.8 0.44 91' 137' A 3.9 0.53 113' 174' C* 29.2 0.97 459' 1126' A 4.9 0.51 98' 218' Store Driveway SB-LTT 175' A 2.5 0.16 52' 16'LLA 3.1 0.22 66' 31' B 16.7 0.29 118' 184' B 15.1 0.3 99' 177' SB-R 175' A 0.1 0.01 0' 0' 0 0.01 0' 0' A 4.4 0.03 0' 10' Overall B 14.7 0.8 C 20.2 0.87 D 50.1 1.17 D 35.6 1.08 Great Pond Road EB-LTT >1000' B 17.3 0.8 172' 319' C 21.8 0.87 246' 476' C 32.4 0.96 313' 576' B 19.8 0.88 308' 457' (Route 133)/ EB-R 110' A 0.2 0.18 0' 0' A 0.2 0.19 0' 0' A 0.2 0.19 0' 0' A 0.2 0.19 0' 0' Casa Blanca ACTUATED- WB-LTTR >1000' B 13 0.56 72' 147' C* 23.9 0.87dl 136' 303' F* 106.5 1.40dl 290' 465' E* 72.2 1.55dl 303' 424' Driveway& UNCOORDINATED Osgood Street N B-LT >1000' C 26.9 0.67 88' 153' C 32.5 0.75 1 15' 166' C 33.9 0.76 1 15' 166' D 52.1 0.87 135' 219' (Route 125) NB-R 75' A 0.1 0.05 0' 0' A 0.1 0.07 0' 0' A 0.1 0.11 0' 0' A 0.1 0.11 0' 0' SB-LTR 100' B 1 12.3 0.05 4' 17' B 12.3 0.06 5' 17' B 12.3 0.06 5' 17' B 1 15.6 0.07 5' 20' Overall B 13.6 0.74 B 16.1 0.82 B 18.4 0.88 EB-LL 900' B 18.7 0.65 96' 170' C 21.7 0.74 147' 206' C 24.7 0.81 174' 242' Osgood Street ACTUATED- EB-R 100' A 0 0.02 0' 0' A 0 0.02 0' 0' A 0 0.02 0' 0' (Route 125)& UNCOORDINATED NB-LTT >1000' B 16.9 0.74 125' 230' C 21.3 0.82 181' 285' C 25.8 0.88 227' 362' Sutton Street SB-TT >1000' B 10.4 0.24 36' 72' B 11.5 0.29 54' 90' B 12.3 0.34 73' 106' SB-R 125' A 0.3 0.22 0' 0' A 0.4 0.28 0' 0' A 0.5 0.34 0' 0' Overall B 17.6 0.77 C 22.3 0.83 C 31.2 1.06 C 28.5 0.92 EB-LT ±400' C 26.4 0.77 229' 326' C 30.5 0.83 272' 385' C 32.4 0.85 288' 447' D 42.4 0.92 310' 483' Main Street/ EB-R 75' A 8.3 0.36 34' 75' A 9.2 0.38 43' 89' A 9.4 0.38 45' 91, B 11.2 0.41 51' 102' North Main ACTUATED- WB-L 100' B 12.3 0.55 43' 71' C 31.8 0.81 65' 184' F 85.5 1.06 144' 293' D 48.5 0.91 129' 274' Street&Sutton UNCOORDINATED WB-TR ±520' A 8.6 0.42 105' 155' B 10.7 0.56 163' 237' B 11.1 0.58 172' 249' B 10.4 0.56 165' 239' Street N B-LT ±730' D 44.6 0.77 112' 219' D 51.3 0.83 125' 249' D 51.1 0.83 125' 249' E 58.0 0.87 128' 258' N B-R 100' A 6.6 0.56 0' 64' B 11.9 0.68 34' 128' B 18.4 0.78 65' 206' B 13.7 0.74 39' 150' SB-LTR ±320' C 23 0.03 5 17' C 23 0.03 5' 17' C 23 0.03 5' 17' C 23.8 0.03 5' 18' Osgood Street EB-LR 225' C 19.6 0.189 18' E 36.6 0.493 63' E 40.1 0.522 68' (Route 125)& NB-LTT >1000' A 8.8 0.015 0' A 9.2 0.025 3' A 8.4 0.02 3' 1600 Osgood St UNSIGNALIZED North Central SB-TTR 350' A 0 0 0' A 0 0 0' A 0 0 0' Driveway Osgood Street EB-LR 200' B 11.5 0.102 8' B 14 0.228 23' B 14.8 0.243 23' (Route 125)& NB-LTT 175' A 8 0.007 0' A 8.3 0.011 0' A 8.4 0.012 0' 1600 Osgood St UNSIGNALIZED South Central SB-TTR >1000' A 0 0 0' A 0 0 0' A 0 0 0' Driveway Page 40 of 50 L A NEA N Traffic Impact and Access Study for March 2020 Proposed Redevelopment Langan Project Number:140182701 1600 Osgood Street,North Andover,MA TABLE 13 CAPACITY ANALYSIS SUMMARY-WEEKDAY P.M.PEAK-HOUR(GENERATOR PEAK) EXISTING CONDITIONS 2026 NO-BUILD CONDITIONS 2026 BUILD CONDITIONS 2026 BUILD WITH IMPROVEMENTS STORAGE CONDITIONS INTERSECTION CONTROL TYPE LANE USE DELAY V/C DELAY V/C DELAY V/C DELAY V/C LENGTH QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) 50th% 95th% 50th% 95th% 50th% 95th% 50th% 95th% EB-L >1000' C 24 0.095 8' D 34.9 0.148 13' F 70.6 0.279 25' EB-B 200' C 24 0.095 8' D 34.9 0.148 13' F 70.6 0.279 25' Osgood Street NB-L 220' A 8.5 0.005 0' A 9 0.006 0' B 10.2 0.008 0' (Route 125)& UNSIGNALIZED Holt Road NB-TT >1000' A 0 0 0' A 0 0 0' A 0 0 0' S B-TT >1000' A 0 0 0' A 0 0 0' A 0 0 0' S B-R 450' A 0 0 0' A 0 0 0' A 0 0 0' E B-L ±350' F 93.3 1.029 298' F 256.3 1.452 568' F 397.6 1.777 775' Main Street& EB-B 33' F 93.3 1.029 298' F 256.3 1.452 568' F 397.6 1.777 775' WaverlyRoad UNSIGNALIZED N B-LT ±500' A 8.5 0.049 5 A 8.8 0.058 5' A 9.1 0.061 5' SB-TR IL ±250' A 1 0 1 0 1 1 0 11 A 1 0 1 0 1 1 0' A 1 0 1 0 1 10' IL I I I 1 -1 Chickering Road (Route 125)/ EB-LTR >1000' D 26.1 0.042 3' - - - - - - Osgood Street UNSIGNALIZED WB-LTR ±650' F 67.6 0.921 230' F 197.1 1.301 443' F 340.3 1.633 613' (Route 125)& Colgate Drive/ NB-LTR ±600' A 8.2 0.001 0' A 8.4 0.001 0' A 8.6 0.001 0' Osgood Street SB-LTR >1000' B 10.7 0.221 20' B 11.9 0.298 30' B 13 0.361 40' EB-LT ±200' A 0 - 0' A 0 - 0' A 0 - 0' High Street/Poor WB-LTR >1000' A 9.6 0.052 5' B 10.5 0.098 8' B 11.2 0.141 13' Street&Sutton UNSIGNALIZED Street NB-LTR 50' C 18.4 0.232 23' D 29.6 0.447 55' E 46.3 0.639 95' SB-LTR ±200' D 32.9 0.028 3' IL F 1 52.2 0.047 3' F 79.5 0.072 1 5' IL I I I EB-LTR 100' A 7.7 0.116 10' A 8 0.137 13' A 8.2 0.141 13' High Street& WB-LTR >1000' A 7.8 0.07 5' A 8.1 0.079 8' A 8.2 0.081 8' Chadwick Street UNSIGNALIZED NB-LTR ±600' A 8.4 0.189 18' A 8.9 0.242 23' A 9.2 0.275 28' 11 SB-LTRIL 50' 1[ A 7.7 0.057 5' A 8 0.095 8' A 8.2 0.126 10' E B-TR >1000' A 0 0 0' A 0 0 0' A 0 0 0' Chadwick Street UNSIGNALIZED WB-LT ±200' A 0 0 0' A 0 0 0' A 0 0 0' &Sutton Street NWB-LB 100' F 70.4 0.719 108' F 193.4 1.115 193' F 353.7 1.473 243' Boston Road NB-LTTR ±650' A 8.4 0.043 3' A 8.7 0.051 5' B 10.1 0.069 5' (Route 125V SB-LTTR >1000' B 12.7 0.036 3' B 14.4 0.046 3' C 17.8 0.062 5' Knipe Road UNSIGNALIZED SEB-LTR >1000' C 24.8 0.171 15' F 86.7 0.494 53' F 110.1 0.571 60' (Route 125)& Cross Road& SWB-LTR >1000' F 258.9 0.996 108' F 1667.4 3.56 188' F 2410.8 4.855 198' Boston Road Boston Road WB-LR >1000' D 26 0.213 20' E 37.4 0.307 30' F 132.3 0.696 78' (Route 125)& UNSIGNALIZED NB-TTR >1000' A 0 0 0' A 0 0 0' A 0 0 0' Farrwood Drive (North) SB-LTT ±650' B 13.9 0.125 10' C 16.3 0.164 15' C 21.2 0.221 20' Boston Road WB-LR >1000' D 32.8 0.189 18' F 54.6 0.313 30' F 195.4 0.722 70' (Route 125)& UNSIGNALIZED NB-TTR ±250' A 0 0 0' A 0 0 0' A 0 0 0' Farrwood Drive (South) SB-LTT >1000' B 13.9 0.072 5' C 16 0.093 8' C 20.4 0.126 10' Page 41 of 50 L A NSA N Traffic Impact and Access Study for March 2020 Proposed Redevelopment Langan Project Number:140182701 1600 Osgood Street,North Andover,MA TABLE 13 CAPACITY ANALYSIS SUMMARY—WEEKDAY P.M.PEAK-HOUR(GENERATOR PEAK) EXISTING CONDITIONS 2026 NO-BUILD CONDITIONS 2026 BUILD CONDITIONS 2026 BUILD WITH IMPROVEMENTS STORAGE CONDITIONS INTERSECTION CONTROL TYPE LANE USE DELAY V/C DELAY V/C DELAY V/C DELAY V/C LENGTH QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES QUEUES (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) LOS (sec) RATIO (ft) (ft) 50th% 95th% 50th% 95th% I 50th% 95th% 50th% 95th% Osgood Street NB-TTR >1000' A 0 0 0' A 0 0 0' A 0 0 0' (route 125)/ SB-LTT ±250' B 13 0.085 8 B 14.8 0.111 10' C 18.8 0.149 13' Boston Road UNSIGNALIZED (route 125)& NWB-LR >1000' D 25.9 0.448 55' E 42 0.62 93' F 168.9 1.093 208' Bradford Street *Denotes a"defacto left lane".Per Synchro user guide: "DL" indicates the shared left lane has congestion exceeding the level of other through lanes. Synchro does not model this situation correctly. To model this situation accurately the shared left-turn/through lane was modeled as an exclusive left lane. Page 42 of 50 L A NSA N Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number: 140182701 1600 Osgood Street, North Andover, MA Recommended Improvements To maintain acceptable or no-build levels of service, the following improvements are recommended (See Figure TM-1 in Appendix A): • Provide new signal equipment and construct a single northbound left-turn lane at the development's signalized southernmost driveway with 350' of storage and replace signal equipment. Restripe the southbound right-turn only lane to a shared through/right-turn lane, shift the southbound shared left-turn/through lane west, and provide a striped median between to provide adequate room for re-alignment. • Provide new signal equipment at the northernmost driveway (a portion of which is to be converted into a private subdivision right-of-way) for full operation and coordinate timing with the development's southernmost driveway. Optimize the timings for these two coordinated signals at the development's driveways during both the weekday morning and evening peak period. • Optimize signal timing at the intersection of Industrial Avenue & Shelley Road/ward Hill Avenue during the weekday morning peak period. • Optimize signal timing at the intersection of Osgood Street & Great Pond Road during both the weekday morning and weekday evening peak period. • Optimize signal timing at the intersection of Sutton Street & Main Street/North Main Street during both the weekday evening peak period. Constructing an exclusive northbound left-turn lane at the southernmost driveway will greatly improve mainline operations on Osgood Street during the peak periods by removing left-turning vehicles from the shared through lane and allowing through vehicles to pass more safely and efficiently. Because of grading constraints and the presence of utility poles on the east side of Osgood Street, widening to accommodate a northbound left-turn lane would preferably take place on the west side (development side) of Osgood Street. This widening may require the following improvements: • Installation of new signal equipment • Relocation of existing utility infrastructure (light poles, hydrants, catch basins) on the west side of Osgood Street • Slight reconfiguration of the bus drop-off area on Osgood Street in front of the existing office building Page 43 of 50 LA/VfiA /V Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number: 140182701 1600 Osgood Street, North Andover, MA • Re-grading and clearing of existing vegetation on the west side of Osgood Street, south of the intersection • Re-alignment of the southbound lanes to be a shared left-turn/through lane and a shared through/right-turn lane to provide space north of the intersection for a striped median. The removal of the southbound right-turn only lane would have a minimal effect on the operation of the intersection since the majority of employees coming from the north and turning right into the site will likely utilize the northernmost driveway. The proposed improvements at the development's signalized southernmost driveway will result in the following lane geometry: • Osgood Street southbound will provide one shared left-turn/through lane and one shared through/right-turn lane with a striped median separating southbound and northbound traffic north of the intersection. • Osgood Street northbound will provide one left-turn lane with approximately 350' of storage, one through lane, and one shared through/right-turn lane. • Southernmost Site Driveway eastbound will provide one shared left-turn/through lane and one right-turn lane. • Raceway Gas Station Driveway westbound will provide a shared left-turn/through/right- turn lane. No additional lanes or geometric changes are required on Osgood Street at the northernmost signalized driveway intersection and only signal optimization is needed after switching to a coordinated timing scheme with the southernmost signalized driveway. A fully operational traffic signal at this location is warranted based on the four-hour (Warrant 2) and peak-hour (Warrant 3) vehicular volume of trucks and employees using this driveway as outlined in the MUTCD. Based on our analyses, some degradation to level of service is anticipated to occur on the side street approaches at some of the un-signalized intersections; however, our analyses indicate that many of these side street approaches already operate at reduced LOS (E or F) and /or with extended queuing in the existing and no-build conditions. These intersections include the following: • Unsignalized development driveways on Osgood Street Page 44 of 50 LA/VfiA /V Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number: 140182701 1600 Osgood Street, North Andover, MA • Holt Road eastbound approach at Osgood Street • Waverly Road eastbound approach at Main Street • Osgood Street westbound approach at Chickering Road • Cross Road eastbound approach at Knipe Road/Boston Road • Boston Road westbound approach at Knipe Road/Boston Road • Farrwood Drive (North) westbound approach at Boston Road • Farrwood Drive (South) westbound approach at Boston Road • Bradford Street westbound approach at Boston Road/Osgood Street It should be noted that there are some limitations to the HCM analyses for unsignalized intersections, and it is unlikely that these side street approaches will operate with 300 to 500 seconds of delay with several hundred feet of queuing during the peak-hour periods. In some cases, during the peak-hour periods the side street approaches are anticipated to operate with improved conditions (i.e. less delay) in the build scenario over the no-build scenario due to the change in expected travel patterns and the generator's offset peak hour from the roadway peak- hour. At some locations there are traffic signals located on the main line in proximity to these unsignalized intersections which will provide gaps in the mainline traffic and allow vehicles to exit from the side street approaches. As requested by MassDOT, we completed signal warrant analyses for both intersections of Farrwood Drive at Boston Road (Route 125). At these intersections, Boston Road is two lanes in each direction and Farrwood Drive is one lane in each direction. This analysis is based on criteria outlined in Chapter 4C of the Manual on Uniform Traffic Control Devices (MUTCD) and the anticipated traffic volumes at this location (See Appendix J). The analyses indicate that traffic conditions at this location only meet the required criteria for Warrant 3 (Peak Hour Volumes) outlined in the MUTCD, mainly because of the low volumes of traffic exiting Farrwood Drive; therefore signalization of this driveway is not warranted. Although 24-hour counts are not available at the other unsignalized intersections included in this study, we believe that it is unlikely that the additional traffic volume associated with the proposed fulfillment center would cause the traffic volumes at these unsignalized intersections to exceed signal warrant thresholds outlined in the MUTCD. If signal warrants are met at any of the unsignalized intersections, it is likely that the warrants are already met in the existing and no- Page 45 of 50 LA/VfiA /V Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number: 140182701 1600 Osgood Street, North Andover, MA build conditions; therefore, no traffic signals are proposed to the unsignalized intersections at this time as a result of the proposed Amazon redevelopment. As also noted in the Avalon Bay (4 High Street) traffic evaluation, the multiple approaches at the triangular intersection of Sutton Street at High Street/Poor Street/Chadwick Street create confusion for drivers due to multiple types of control and lack of signage and striping throughout the complex intersection. The capacity analyses also indicate that some of the various approaches at this intersections operate poorly during the peak-hour periods. The town of North Andover should evaluate this intersection and install/update the signage and striping as required to help improve conditions and also consider whether some streets should be converted to one- way or the geometry revised to reduce the number of approaches in the intersection cluster. Transportation Demand Management Although the traffic impacts and recommended mitigation measures for the project are not substantial, the following TDM strategies are being implemented to promote further reduction in the trip generation: • Coordinate with the Merrimack Valley Regional Transportation Authority (MVRTA) to increase service to the project site and to evaluate the potential to provide a bus stop within the proposed development and encourage the use of mass transit. The Amazon distribution center has been designed to accommodate on-site bus services, with pull- offs adjacent to the building and employee shelters. • The Amazon distribution center site incorporates employee drop-off and pick-up areas to encourage ride-sharing and carpool services. • The installation of on-site bike racks. • Coordinate with the Merrimack Valley Transportation Management Association (MVTMA) to participate in their ride-sharing app — RideAmigos (http://merrimackvalleytma.com/) 6.5 Step Five: Investigate possible safety impacts within the area roadway network Intersection Sight Distance Langan evaluated the sight distances at the existing site driveways on Osgood Street to determine if the available sight distances meet with minimum requirements established by the Page 46 of 50 LA/VfiA /V Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA American Association of State Highway and Transportation Officials (AASHTO) as outlined in A Policy on Geometric Design of Highways and Streets, 6th Edition (also known as the AASHTO Green Book). All existing site driveways are to remain as part of the redevelopment and no new site driveways are proposed. As shown in Table 14, the existing intersection sight distances (ISDs) provided at the site driveways meet AASHTO's minimum requirements. TABLE 14 INTERSECTION SIGHT DISTANCE SUMMARY Intersection Sight Distance LOCATION Design Speed passenger C I Trucks Required ProvidedFRequired]F—Provided—] North Site Driveway (Signalized) Looking Right (Osgood Street northbound) 52 mph N/Al N/A N/Al N/A Looking Left (Osgood Street southbound) 1156 mph 535 ft2 >535 ft L N/A N/A North Central Site Driveway (Un-signalized) Combination Truck Looking Right (Osgood Street northbound) 52 mph 615 ft2 >615 ft 920 ft3 >920 ft Looking Left (Osgood Street southbound) 1 56 mph 535 ft2 >535 ft L 865 ft3 >865 ft South Central Site Driveway (Un-signalized) Single-Unit Truck Looking Right (Osgood Street northbound) 52 mph 615 ft2 >615 ft 765 ft4 765 ft5 Looking Left (Osgood Street southbound) 1 56 mph 535 ft2 >535 ft L 700 ft4 >700 ft South Site Driveway (Signalized) Looking Right (Osgood Street northbound) 52 mph N/Al N/A N/Al N/A Looking Left (Osgood Street southbound) 1156 mph L 535 ft2 >535 ft IL N/A N/A Signalized driveway only requires the first vehicle stopped at the major street approach to be visible 2 Passenger Car ISD,for turning movement from stop on minor street approach 3 Combination Truck ISD,for turning movement from stop on minor street approach 4 Single-Unit Truck ISD,for turning movement from stop on minor street approach 5 Vegetation clearing within Osgood Street right-of-way required to meet ISD requirements Accidents The most recent five years (2014 to 2018) of accident data was obtained from the MassDOT Crash Portal in the vicinity of the project and study intersections. Table 15 provides a summary of the accident data at the study intersections. Individual intersection crash rate worksheets are provided in Appendix G. A review of the MassDOT Highway Safety Improvement Program (HSIP) interactive map (https://gis.massdot.state.ma.us/toperashlocations/) indicates that there is one HSIP eligible crash cluster within the proposed study area. This crash cluster is located at the intersection of Industrial Avenue &Shelley RoadM/ard Hill Ave in Haverhill. A Road Safety Audit was conducted at this intersection and is included in Appendix I. Page 47 of 50 LA/VfiA /V Traffic Impact and Access Study for March 2020 Proposed Redevelopment Langan Project Number:140182701 1600 Osgood Street,North Andover,MA TABLE 15 ACCIDENT DATA SUMMARY(2014-2018) NUMBER OF SEVERITY MANNER OF CRASH CONDITIONS ACCIDENTS INTERSECTION Average Property Fixed Rain/ Injury Total Per Crash Damage Personal Fatality Angle Rear End Head On Sideswipe Object/ Not Clear(Dry) Snow Day Night Year Rate Only Single Veh. Reported (Wet) Industrial Avenue&Shelley 72 14.4 1.09 54 (75%) 18 (25%) 0 (0%) 18 (25%) 39 (54%) 0 (0%) 9 (13%) 6 (8%) 0 (0%) 56 (78%) 16 (22%) 54 (75%) 18 (25%) Road/Ward Hill Avenue Industrial Avenue&Ward 12 2.4 0.25 10 (83%) 2 (17%) 0 (0%) 4 (33%) 6 (50%) 0 (0%) 1 (8%) 1 (8%) 0 (0%) 11 (92%) 1 (8%) 10 (83%) 2 (17%) Hill Industrial Park Industrial Avenue&South 38 7.6 0.60 32 (84%) 6 (16%) 0 (0%) 6 (16%) 17 (45%) 0 (0%) 6 (16%) 9 (24%) 0 (0%) 30 (79%) 8 (21%) 24 (63%) 14 (37%) Main Street Osgood Street&North 1 0.2 0.03 0 (0%) 1 (100%) 0 (0%) 1 (100%) 0 (0%) 0 (0%) 0 (0%) 0 (0%) 0 (0%) 0 (0%) 1 (100%) 1 (100%) 0 (0%) Driveway Osgood Street&North 1 0.2 0.03 0 (0%) 1 (100%) 0 (0%) 0 (0%) 0 (0%) 0 (0%) 0 (0%) 1 (100%) 0 (0%) 1 (100%) 0 (0%) 1 (100%) 0 (0%) Central Driveway Osgood Street&South 0 0.0 0.00 0 - 0 - 0 - 0 - 0 - 0 - 0 - 0 - 0 - 0 - 0 - 0 - 0 - Central Driveway Osgood Street&South 3 0.6 0.07 2 (67%) 1 (33%) 0 (0%) 3 (100%) 0 (0%) 0 (0%) 0 (0%) 0 (0%) 0 (0%) 2 (67%) 1 (33%) 3 (100%) 0 (0%) Driveway Osgood Street&Holt Road 1 0.2 0.03 1 (100%) 0 (0%) 0 (0%) 0 (0%) 1 (100%) 0 (0%) 0 (0%) 0 (0%) 0 (0%) 1 (100%) 0 (0%) 1 (100%) 0 (0%) Osgood Street&Great Pond 25 5.0 0.45 22 (88%) 3 (12%) 0 (0%) 17 (68%) 3 (12%) 0 (0%) 3 (12%) 2 (8%) 0 (0%) 23 (92%) 2 (8%) 17 (68%) 8 (32%) Road Osgood Street&Sutton 25 5.0 0.44 18 (72%) 7 (28%) 0 (0%) 12 (48%) 3 (12%) 2 (8%) 5 (20%) 3 (12%) 0 (0%) 24 (96%) 1 (4%) 15 (60%) 10 (40%) Street Osgood Street&Chickering 10 2.0 0.28 9 (90%) 1 (10%) 0 (0%) 3 (30%) 7 (70%) 0 (0%) 0 (0%) 0 (0%) 0 (0%) 8 (80%) 2 (20%) 8 (80%) 2 (20%) Street Sutton Street and Chadwick 11 2.2 0.31 9 (82%) 2 (18%) 0 (0%) 3 (27%) 4 (36%) 2 (18%) 1 (9%) 1 (9%) 0 (0%) 10 (91%) 1 (9%) 11 (100%) 0 (0%) Street Sutton Street and Main 24 4.8 0.52 16 (67%) 8 (33%) 0 (0%) 14 (58%) 8 (33%) 1 (4%) 1 (4%) 0 (0%) 0 (0%) 21 (88%) 3 (13%) 19 (79%) 5 (21%) Street Main Street and Waverly 5 1.0 0.20 5 (100%) 0 (0%) 0 (0%) 1 (20%) 3 (60%) 0 (0%) 0 (0%) 1 (20%) 0 (0%) 5 (100%) 0 (0%) 4 (80%) 1 (20%) Road Knipe Road/Boston Road/ 17 3.4 0.39 10 (59%) 7 (41%) 0 (0%) 12 (71%) 4 (24%) 0 (0%) 1 (6%) 0 (0%) 0 (0%) 15 (88%) 2 (12%) 13 (76%) 4 (24%) Cross Road Boston Road&Farrwood 8 1.6 0.18 7 (88%) 1 (13%) 0 (0%) 4 (50%) 2 (25%) 0 (0%) 0 (0%) 2 (25%) 0 (0%) 7 (88%) 1 (13%) 8 (100%) 0 (0%) Drive(North) Boston Road&Farrwood 7 1.4 0.16 5 (71%) 2 (29%) 0 (0%) 3 (43%) 2 (29%) 1 (14%) 0 (0%) 1 (14%) 0 (0%) 7 (100%) 0 (0%) 5 (71%) 2 (29%) Drive(South) Osgood Street&Bradford 13 2.6 0.30 10 (77%) 3 (23%) 0 (0%) 1 (8%) 5 (38%) 1 (8%) 2 (15%) 0 (0%) 4 (31%) 9 (69%) 4 (31%) 11 (85%) 2 (15%) Street1 11 Page 48 of 50 LANGAN Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA 7.0 SUMMARY AND CONCLUSIONS This evaluation identifies the potential traffic impacts generated by the proposed Amazon fulfillment center on the surrounding area road network. We performed a capacity analysis for the existing, no-build and build scenarios for ten intersections. Our evaluation indicates that, in general, the existing infrastructure within the project vicinity is suitable to accommodate typical operations of the facility. With the following recommended improvements, the intersections analyzed will maintain acceptable or no-build traffic operating conditions: • Provide new signal equipment and construct a single northbound left-turn lane at the development's signalized southernmost driveway with 350' of storage and replace signal equipment. Restripe the southbound right-turn only lane to a shared through/right-turn lane, shift the southbound shared left-turn/through lane west, and provide a striped median between to provide adequate room for re-alignment. • Provide new signal equipment at the northernmost driveway (a portion of which is to be converted into a private subdivision right-of-way) for full operation and coordinate timing with the development's southernmost driveway. Optimize the timings for these two coordinated signals at the development's driveways during both the weekday morning and evening peak period. • Optimize signal timing at the intersection of Industrial Avenue & Shelley Road/Ward Hill Avenue during the weekday morning peak period. • Optimize signal timing at the intersection of Osgood Street & Great Pond Road during both the weekday morning and weekday evening peak period. • Optimize signal timing at the intersection of Sutton Street & Main Street/North Main Street during both the weekday evening peak period. The location and number of curb cuts proposed is the same as the existing curb cuts, and has been reviewed and is appropriate for the proposed use. The driveways have been designed to provide sight lines that exceed minimum requirements for safe sight distances. The proposed landscaping and signs in the vicinity of the site driveway have been located sufficiently back from Osgood Street so as not to impede the available sight distances. Turns into the site driveways will operate at appropriate levels-of-service (LOS) during the peak- hours. Exiting movements from Lot B driveways will operate at an appropriate LOS during the peak-hours. The redevelopment has been designed to support truck traffic to and from the fulfillment center (Lot B). Trucks will enter from/egress to the northernmost driveway, Page 49 of 50 LA/VfiA /V Traffic Impact Access Study for March 2020 Proposed Redevelopment Langan Project Number. 140182701 1600 Osgood Street, North Andover, MA as there is a full interchange approximately two miles north that connects the site to 1-495 via the Industrial Avenue (RT 125) connector. Based on our analysis and information contained within this report, the proposed on-site parking layout and site access locations on Osgood Street will not cause detriment to the surrounding neighborhood through increased traffic volumes, will not result in increased vehicular congestion or queuing, should maintain or improve on-site and off-site traffic circulation patterns and minimize conflicts between motor vehicles and pedestrians. Based on the estimated net change (+1,868) in ADT of less than 2,000 new vehicle trips, this project is exempt from the Massachusetts Environmental Policy Act (M EPA) review in regards to the transportation portion of the project (see Appendix H for letter from MassDOT). The traffic impacts and recommended mitigation measures for the project are not substantial and the area roadway network operates acceptably. \\langan.com\data\NHV\data7\140182701\Project Data\ Discipline\Traffic\Reports\Traffic Impact Study\1600 Osgood Street Traffic Impact Study - MassDOT.docx Page 50 of 50 LA/VfiA /V FIGURES LA/VfiA /V 1 2 3 4 y A U, r- y, i l, a y, I B r � u r, C i oar r r D r r q � I Project Drawing Title Project No. Drawing No. LAIVEiAIV 140182701 Langan Engineering and 1600 OSGOOD STREET Date / / Environmental Services,Inc. 12 10 2019 555 Lon Wharf Drive Drawn B FIGe 1 g LOCATION MAP y New Haven,CT 06511 CJM co Checked By 00 T:203.562.5771 F:203.789.6142 www.langan.com NORTH ANDOVER MASSACHUSETTS LAM Sheet 1 of 22 0 0 Filename:Aang an.com\data\NHV\data7\140182701\project data\CAD\01\sheetfiles\Traffic\140182701-KT101-0101.dwg Date:3/24/2020 Time:23:02 User:cmclean Style Table:Langan.stb Layout:FIG.1 1 2 3 4 y ' V A io�y o `i u � w t' u Iwuv ♦ �r r i r r r r, %t r r r B m • i � 000 41 . r 0 OR C mti D " V °. 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PEAK-HOUR FIG* 2g555 Long Wharf Drive Drawn By -M New Haven CT 06511 VOLUMES RJS J Checked By °° T:203.562.5771 F:203.789.6142 www.langan.com NORTH ANDOVER MASSACHUSETTS CJM Sheet 1 of 1 0 Filename:\\langan.com\data\NHV\data7\140182701\Project Data\CAD\01\SheetFiles\Traffic\140182701-KT101-0101-Driveway Peak-Hour Volumes Figure.dwg Date:3/11/2020 Time:20:09 User:Imauro Style Table:Langan.stb Layout:FIG.B 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 Z It ------ MATCHLINEI ------ �° 4 N a J w N vv A v rrn HOLT _____ MATCHLINE2 �.��43�y1 L ROAD 21 (37) s .0)co�.co N rs9J�J%� 00 N rn 4 'r6' s� 59(143) 16(7) L�o�L, / J J g���1 ♦�O Q 1 w ZZ BRADFORD STREET N L � r yy, B w o 51(72) 1(1) 7o C) 00ILI CASH BLANCH ♦ 404(247) GREAT POND ROAD C V �v 61 Ln DRIVEWAY 1(4) (ROUTE 133) 0 0 J� �M rs� \ 0(5)�� � LA ,'2 " ��o LnL C o,���o ti� � p �����, ��� 441(770) � T 1600 OSGOOD STREET • ��Jam♦ � ^' o �~', SJ�Q` 31(47) NORTH DRIVEWAY 1 8(33) NY O Ln � T_ ���00 L, w 14(23) 50 rL w o rn 00 01 Z �� 3(5) SITE o L6(8) LO(1) 0) 41 4 608(526) 4 49(34) v v v D 1 299(250) 1 9(7) O w SUTTON CHADWICK 7o CO STREET 4(3) STREET 0$ 1600 OSGOOD STREET v o rn 15(13) ♦ ♦ NORTH DRIVEWAY 2 410(588) 11 I 0(0) I m 2(94) I 1(4) 214(265) N 437(802) N N w N 5(38) N N 1 85(21) U,,� 30(60) 11 w ra w �-m N W CROSS ROAD N °' 74(44) ;v w N SITE w v; 1 BOSTON ROAD �� cC4 � •J• No ow w 4(4) I�130(304) v 5(7) w 4 0(5) v 47(44) N CA N m C� 1 1 (2) oo 00 1 2 COLLATE OSGOOD E ROAD WAVERLY DRIVE STREET 1600 OSGOOD STREET o N "N°' 228(282) I 3(2) ? 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PEAK—HOUR VOLUMES AM(PM) MATCHLINE 1 MATCHLINE 2 1 DIRECTION OF TRAFFIC � I Date Description No. REVISIONS Project Drawing Title Project No. Drawing No. H LAIVEiA/V 140182701 Langan Engineering and EXISTING PEAK-HOUR Date Environmental Services,Inc. 1600 OSGOOD STREET TRAFFIC VOLUMES 12/03/2019 FIG. 3 361 Newbury Street-5th Floor Drawn By SIGNATURE DATE SIGNED Boston,MA 02115 (ROADWAY PEAK-HOUR) RJS Checked By T:800.952.6426 www.langan.com NORTH ANDOVER MASSACHUSEM LAM Sheet 3 of 22 0 Filename:\\langan.com\data\NHV\data?\140182701\project data\CAD\01\sheetfiles\Traffic\140182701-KT101-0103.dwg Date:3/24/2020 Time:23:04 User:cmclean Style Table:Langan.stb Layout:ARCHC-BL 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 Z _----- MATCHLINE1 -----_ U3 �° 4�1 �o n J 41 O N m 9�s v X rn HOLT rn ————— MATCHLINE2 ————— GF� �tio�6��yti� P L ROAD 23(40) 'R R�� tK o. 22(45) t 'ss 60.'ssJ �� R `��,�J�' o^ w o N (GJ�J�� �\ "6+ Q�Q 0000 in.. \ s 0Sj�(5 �P��� O Ln 0) Cj � r7 63(153) J� r>�'�� 17(8) y^��,1/� J °�.� ��� O BRADFORD STREET �� � ����ti sAA�� C� Z 0— ��o�JR�J �tiy wL 76(101) .,0 L4ILI CASA BLANCH ♦ 437(267) GREAT POND ROAD V DRIVEWAY 1(4) (ROUTE 133) r0 N �p2 6�jJ 0 0(5)1� �1 ��s?JsJ �c ry Ln Z �°, �O� 52s(8ss) T 1600 OSGOOD STREET �� r" oho L��o1 S`��a`�" 34(51) NORTH DRIVEWAY 1 $(33) J.�d`OJ m I 5 _ }/ o N,5& o can 14(23) O r k to cwn O J N Z m 3(5) SITE ..;.... 6(9) o v o o 0(1) 0) 668(582) V 4 53(36) v v v D 1 364(315) 1 I/ 10(8) CO 0° SUTTON CHADWICK 70 ) CD STREET STREET 0$ 1600 OSGOOD STREET v v 16(14) 4(3) ♦ ♦ NORTH DRIVEWAY 2 454(654) 11 I 0(0) I m 4(142) I 1(4) 231(290) 515(928) j4-I 11(57)� 91(23) C4co(0 32(64)� o J_w o��m w� CROSS ROAD "0 N°'� 81(54)� o^wo�'—� O°^ � SITE cJn � 4(4)� BOSTON ROAD NO 1 N w I v () ry w � N v � '�;'o �156(348) �.-. w 5 8 � o o m C� 1 (2) `°_ WAVERLY ♦ "�= COLLATE OSGOOD NoCn E DRIVE STREET 1600 OSGOOD STREET rn J A�- ROAD 272(344) I 1(o) T SOUTH DRIVEWAY 160(78) 3(2) � 11(27) 1 n Cn o 6(3) w (26(116) 72 32) 0) J CD °%cw�n v �" SITE v 1 �► 13(8) FARRWOOD DRIVE 22 v ,- w�,N o 1 (NORTH) rn m v rn I Z = co 7(27) 4 2(0) N M CO Z 1600 OSGOOD STREET RACEWAY F rrn n SOUTH DRIVEWAY 2 8(54) 1 DRIVEWAY �00 o 0 12(48) cj rn� 35(27) 62(19) C N ♦ FARRWOOD DRIVE N^O (SOUTH) Vf co C �p 0 o �UJ m C �� NOTES: 4 -'Z N 1. 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PEAK-HOUR VOLUMES AM(PM) MATCHLINE 1 MATCHLINE 2 DIRECTION OF TRAFFIC � t Date Description No. REVISIONS Project Drawing Title Project No. Drawing No. H LAIVEiA/V 140182701 Langan Engineering and 2026 NO—BUILD PEAK—HOUR Date Environmental Services,Inc. 1600 OSGOOD STREET VOLUMES(ROADWAY 12/03/2019 FIG, 4 361 Newbury Street-5th Floor Drawn By SIGNATURE DATE SIGNED Boston,MA 02115 PEAK—HOUR) RJS Checked By T:800.952.6426 www.langan.com NORTH ANDOVER MASSACHUSErrS LAM Sheet 4 of 22 R e Filename:\\langan.com\data\NHV\data7\140182701\project data\CAD\01\sheetfiles\Traffic\140182701-KT101-0104.dwg Date:3/24/2020 Time:23:06 User:cmclean Style Table:Langan.stb Layout:FIG 4 ARCHC-BL 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 Z MATCHLINE1 U3 4 �o n J �00 i N rn 9�s A v v N v rn HOLT _____ MATCHLINE2 ROAD 23(40) tK L 22(45) t 'ss(59'ssJ �� R `��,�J�' o^ o w N �G J�J�� �\ -6+ QA�Q 0000 W w rn s�,2��� Ln "" L 63(153) 17(8) O i t��t• B °i o ? 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CASA BLANCH ♦ 437(267) GREAT POND ROAD 1 V Ln v s'67 �`��`O, DRIVEWAY 1(4) (ROUTE 133) so so�J��`��.� to 0(5) O 1 1 �� h^ <n w CILI01 z 'A �, O� 47s 834 � 1600 OSGOOD STREET � • ����y,������ M Q)L�t�1 �J��� 34(51) NORTH DRIVEWAY 1 8 33 J��OJ �, � oo ( ) � T o � _ �� L, � 14(23)r 5 �yS l, � (A� co N Z �� `Cn SITECA 3(5) 6(9) 0(1) 0) rn 652(564) V 4 53(36) v C v rn p 1 321(268) 1 I/ 10(8) C o SUTTON CHADWICK 70 C� OD STREET 4(3) STREET 0$ 1600 OSGOOD STREET v v°: 16(14) ♦ ♦ NORTH DRIVEWAY 2 440(630)� I 0(0) I m 2(38) I 1(4) 229(284) 469(860) _ j4-I 5(38)� � 1 � �91(23) w`q Ln 32(64) 1, o �'w J W m N CROSS ROAD 7s(47) c v v v o_w P SITE �' v; BOSTON ROAD w �f o 41 4(4)� r J () N w °: �139(326) 0 5 8 6°� yl 2 I 4 0(5) v J 50(47) w cA cw m F) 4 1-1 (2) o 0 o 1 2 COLLATE OSGOOD WAVERLY 1 � cn t E DRIVE STREET 1600 OSGOOD STREET CoN�- ROAD 244(302) I 3��� T SOUTH DRIVEWAY 1 5(1 s) u.. 60(78) t o o 6(3) W 12(77) W 72(32) CD rn rD W y v w v SITE N �� 1 '3(8) FARRWOOD DRIVE ,4� .. N N N (NORTH) rn t-�7(27) 4 2(0) w N �-11(11) CO Z 1600 OSGOOD STREET RACEWAY � 0) F m n SOUTH DRIVEWAY 2 7(51) T DRIVEWAY °^° Lnt4j 0(3)1, �'J 0 11(46) w w cD I I 62(19) w N ♦ I♦ FARRWOOD DRIVE w 1 (SOUTH) Vf W C 8 O g v WNOTES: 4 —' N 1. MORNING AND EVENING ROADWAY PEAK-HOUR VOLUMES SHOWN BASED ON A N�o �v 0) LEGEND 1%ANNUAL GROWTH RATE APPLIED TO THE TRAFFIC VOLUMES IN FIGURE 3 OF rrn N O THIS REPORT. -I Y TRAFFIC SIGNAL G 2. MORNING ROADWAY PEAK-HOUR: 7:30 A.M.TO 8:30 A.M. v 3. EVENING ROADWAY PEAK-HOUR: 4:30 P.M.TO 5:30 P.M. PEAK-HOUR VOLUMES AM(PM) MATCHLINE 1 MATCHLINE 2 1 DIRECTION OF TRAFFIC � I Date Description No. REVISIONS Project Drawing Title Project No. Drawing No. H LAIVEiA/V 2026 NO_BUILD AMBIENT Date 140182701 Langan Engineering and 1600 OSGOOD STREET PEAK—HOUR TRAFFIC 12/03/2019 FIG. 4A Environmental Services,Inc. 361 Newbury Street-5th Floor GROWTH (ROADWAY Drawn By SIGNATURE DATE SIGNED Boston,MA 02115 PEAK-HOUR) RJS Checked By T:800.952.6426 www.langan.com NORTH ANDOVER MASSACHUSETTS LAM Sheet 5 of 22 0 Filename:\\1angan.com\data\NHV\data7\140182701\project data\CAD\01\sheetfi1es\Traffic\140182701-KT101-0104A.dwg Date:3/24/2020 Time:23:06 User:cmclean Style Table:Langan.stb Layout:FIG 4A ARCHC-BL 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 Z It MATCHLINE1 �° 4 8n J i .. rn HOLT ♦ vrn E2 _____ MATCHLINE _____ F� P ROAD L o 00 BRADFORD STREET 5 00 12(19) CASA BLANCH `► GREAT POND ROAD C8 DRIVEWAY (ROUTE 133) /�► / 1600 OSGOOD STREET NORTH DRIVEWAY 1 V g h 0 A 1 ��� 33(55) T SIA Jk m= 70 yD ��1 ��', Z � W 1600 OSGOOD STREET N NORTH DRIVEWAY 2 9( D ( �� ~ 25 25) � SITS 1 � SUTTON CHADWICK 7o COO� L STREET 1 1 r STREET c 8 1 7(11) 1, I 26 44 �X I I v I ~ co ( ) J m N CROSS ROAD w W 'TI 1600 OSGOOD STREET �, BOSTON ROAD SOUTH DRIVEWAY 1 �- 41 co Cn 11(18) _ I cn E WAVERLY C LGATE ODRIVE SGOOD S I TV 1 ROAD 16(27)� � 1 REET � I IIIcn W N 41 vI Ln 1600 OSGOOD STREET i SOUTH DRIVEWAY FARRWOOD DRIVE �- -- 1 (NORTH) rn z = J Cx Z RACEWAY F m Z T DRIVEWAY � r N Ln vOR FARRWOOD DRIVE (SOUTH) N I 70 000 C8 ,�g v o N NOTES: �4 C-1 1. MORNING AND EVENING PEAK—HOUR VOLUMES SHOWN BASED ON TRAFFIC N M �- LEGEND VOLUMES FOR ALTERNATIVE A FROM FIGURES 11&12 FROM REPORT TITLED m NOR G "TRANSPORTATION IMPACT ASSESSMENT: PROPOSED MIXED USE DEVELOPMENT: 0 TRAFFIC SIGNAL 1210 OSGOOD STREET,NORTH ANDOVER,MASSACHUSETTS",DATED JULY 2016, PEAK—HOUR VOLUMES AM(PM) BY VANASSE&ASSOCIATES,INC.(VAi). MATCHLINE 1 MATCHLINE 2 DIRECTION OF TRAFFIC t Date Description No. REVISIONS Project Drawing Title Project No. Drawing No. H LAIVEiA/V 140182701 Langan Engineering and 1210 OSGOOD STREET Date Environmental Services,Inc. 1600 OSGOOD STREET BACKGROUND ROU N D PEAK-HOUR 12/03/2019 FIG. 413 361 Newbury Street-5th Floor Drawn By SIGNATURE DATE SIGNED Boston,MA 02115 TRAFFIC VOLUMES RJS Checked By T:800.952.6426 www.langan.com NORTH ANDOVER MASSACHUSErrS LAM Sheet 6 of 22 0 Filename:\\langan.com\data\NHV\data7\1 40182701\project data\CAD\01\sheetfiles\Traffic\1 40182701-KT1 01-01 04B.dwg Date:3/24/2020 Time:23:07 User:cmclean Style Table:Langan.stb Layout:FIG 413 ARCHC-BL 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 Z It MATCHLINE1 8 n J p i —am A HOLT ♦ v'� _____ MATCHLINE _____ ROAD L o VIP 00 � � �s J� � It � J 1 �. �//A � o B m BRADFORD STREET ��,O s �' T S'r�c.0�. s�9 J 9(4) ~ Q o a CASA BLANCA `► GREAT POND ROAD m v s SJ DRIVEWAY (ROUTE 133) L1 v M 05, / r s /'�e� N ZO � , ,(��� 18(7) 1600 OSGOOD STREET • ��J� � m ���, SJ�� NORTH DRIVEWAY 1 NY�O 41 Z SITE L �v 4 5(65 D ) � cn cn SUTTON CHADWICK 7o COO) STREET STREET c0$ 1600 OSGOOD STREET o * t m NORTH DRIVEWAY 2 2(48) I \I- 4(1) I I w �I i jN-I 6(19) 15(6) m CROSS ROAD 21 SITE v v BOSTON ROAD 41 !J 5(2) Ut 1 2 Y COLLATE OSGOOD 1 E ROAD DRIVE STREET 1600 OSGOOD STREET o ROAD 9(4) * * SOUTH DRIVEWAY 1 s(9) ry 14(39) N 00 SITE v FARRWOOD DRIVE o v 1 (NORTH) m n co I r�e Z = v w CZ 1600 OSGOOD STREET RACEWAY F rn n SOUTH DRIVEWAY 2 1(3) 1 DRIVEWAY J .. N X I N 0 1(2) N co FARRWOOD DRIVE O v (SOUTH) Vf �n O �00 NOTES: m Q v C O 1, TRIPS ARE ADJUSTED TO ACCOUNT FOR THE FULL OCCUPANCY OF THE OFFICE PORTION OF THE SITE TO REMAIN. 2. MORNING ROADWAY PEAK-HOUR: 7:30 A.M.TO 8:30 A.M. i M Z LEGEND 3. EVENING ROADWAY PEAK-HOUR: 4:30 P.M.TO 5:30 P.M. m rn N G —I 0 TRAFFIC SIGNAL PEAK—HOUR VOLUMES AM(PM) MATCHLINE 1 MATCHLINE 2 1 DIRECTION OF TRAFFIC � I Date Description No. REVISIONS Project Drawing Title Project No. Drawing No. H LAIVEiA/V EXISTING OFFICE FULL Date 140182701 Langan Engineering and 1600 OSGOOD STREET OCCUPANCY ADJUSTMENT 12/03/2019 FIG. 4C Environmental Services,Inc. 361 Newbury Street-5th Floor PEAK-HOUR VOLUMES Drawn By SIGNATURE DATE SIGNED Boston,MA 02115 RJS(ROADWAY PEAK-HOUR) Checked By T:800.952.6426 www.langan.com NORTH ANDOVER MASSACHUSETTS LAM Sheet 7 of 22 0 Filename:\\langan.com\data\NH\Adata7\140182701\project data\CAD\01\sheetfiles\Traffic\140182701-KT101-0104C-Existing Office.dwg Date:3/24/2020 Time:23:08 User:cmclean Style Table:Langan.stb Layout:FIG 4C ARCHC-BL 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 Z It MATCHLINE 1 U3 O J �n rn A N X v rn �► HOLT _---- MATCHLINE2 ----_ ROAD V �O P °° `moo �4N z B BRADFORD STREET ��P 'y�y1 0 ��'� W O o 0 CASA BLANCA GREAT POND ROAD C Q V DRIVEWAY (ROUTE 133) m M c Z ,(�°� 1600 OSGOOD STREET O X = �8 yJ��' NORTH DRIVEWAY 1 A SITE SUTTON A CHADWICK w C� STREET STREET CO 8 1600 OSGOOD STREET �I ♦ NORTH DRIVEWAY 2 2(7) 0 2(6) °' °'41v m CROSS ROAD 2(7) v SITE BOSTON ROAD N W .. mn E WAVERLY i "�= COLGATE OSGOOD DRIVE STREET 1600 OSGOOD STREET ROAD * * SOUTH DRIVEWAY 1 v v SITE FARRWOOD DRIVE (NORTH) ^q Z 2 CO Z 1600 OSGOOD STREET RACEWAY F m Z SOUTH DRIVEWAY 2 DRIVEWAY n hl A Cn Ov FARRWOOD DRIVE O (SOUTH) o" o NOTES: m4 O O 1. TRIPS ARE ADJUSTED TO ACCOUNT FOR 4 HIGH STREET. Z LEGEND 2. MORNING PEAK—HOUR OF ROADWAY: 7:30 A.M.TO 8:30 A.M. m �X 3. EVENING PEAK—HOUR OF ROADWAY: 4:30 P.M.TO 5:30 P.M. ^� v 0 TRAFFIC SIGNAL c a I IS PEAK—HOUR VOLUMES AM(PM) MATCHLINE 1 MATCHLINE 2 DIRECTION OF TRAFFIC I Date Description No. REVISIONS Project Drawing Title Project No. Drawing No. H LAIVEiA/V 4 HIGH STREET Date 140182701 Langan Engineering and 1600 OSGOOD STREET BACKGROUND PEAK-HOUR 12/03/2019 FIG. 4 D Environmental Services,Inc. 361 Newbury Street-5thFloor TRAFFIC VOLUMES Drawn By SIGNATURE DATE SIGNED Boston,MA 02115 RJS(ROADWAY PEAK-HOUR) Checked By T:800.952.6426 www.langan.com NORTH ANDOVER MASSACHUSErrS LAM Sheet 8 of 22 R e Filename:\\langan.com\data\NH\Adata7\140182701\project data\CAD\01\sheetfiles\Traffic\140182701-KT101-0104D-4 High Street.dwg Date:3/24/2020 Time:23:08 User:cmclean Style Table:Langan.stb Layout:FIG 4D ARCHC-BL 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 Z It MATCHLINE1 8 n J i rrnrn HOLT v� _____ MATCHLINE2 ROAD N 00 z B BRADFORD STREET � CASA BLANCA GREAT POND ROAD C V DRIVEWAY (ROUTE 133) m p —to v M 5� N z �01 �O� 1600 OSGOOD STREET E1 �L�, gJ�Q�' NORTH DRIVEWAY 150 OJT�O Z � SITE L � 5(D ( �� ~ 13 7) � Q SUTTON CHADWICK C) STREET STREET CO$ 1600 OSGOOD STREET 1(5) 5 18 �� t I j p NORTH DRIVEWAY 2 ( ) N N !a m CROSS ROAD ILI v tr N SITE BOSTON ROAD 1 (2) mn WAVERLY = COLLATE OSGOOD E DRIVE STREET 1600 OSGOOD STREET ROAD 3(11) I ? SOUTH DRIVEWAY 1 � v SITE FARRWOOD DRIVE (NORTH) �Z 2 8X C Z 1600 OSGOOD STREET RACEWAY F m n SOUTH DRIVEWAY 2 DRIVEWAY N Grl Q v 9 p FARRWOOD DRIVE Q (SOUTH) N Qg O C10 Q NOTES: �4 m Z 1. TRIPS ARE ADJUSTED TO ACCOUNT FOR 505 SUTTON STREET. N�o LEGEND 2. MORNING PEAK—HOUR OF ROADWAY: 7:30 A.M.TO 8:30 A.M. rn N Q0 c 3. EVENING PEAK—HOUR OF ROADWAY: 4:30 P.M.TO 5:30 P.M. TRAFFIC SIGNAL PEAK—HOUR VOLUMES AM(PM) MATCHLINE 1 MATCHLINE 2 1 DIRECTION OF TRAFFIC � I Date Description No. REVISIONS Project Drawing Title Project No. Drawing No. H LAIVEiA/V 505 BUTTON STREET Date 140182701 Langan Engineering and 1600 OSGOOD STREET BACKGROUND PEAK—HOUR 12/03/2019 FIG. 4 E Environmental Services,Inc. 361 Newbury Street-5thFloor TRAFFIC VOLUMES Drawn By SIGNATURE DATE SIGNED Boston,MA 02115 RJS(ROADWAY PEAK—HOUR) Checked By T:800.952.6426 www.langan.com NORTH ANDOVER MASSACHUSETTS LAM Sheet 9 of 22 0 Filename:\\langan.com\data\NHV\data7\140182701\project data\CAD\01\sheetfiles\Traffic\140182701-KT101-0104E-505 Sutton Street.dwg Date:3/24/2020 Time:23:09 User:cmclean Style Table:Langan.stb Layout:FIG 4E ARCHC-BL 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 Z It MATCHLINE1 8 n J i Un Un rn A I N'��° HOLT ♦ _____ MATCHLINE2 _____ ROAD L ,l J� o `�, s ° `��Ln ao Ln y Ln g ol J 1 �. �//A B BRADFORD STREET �C ry wLn 0 T S��OP so9 S, 10% 0 V� 0 a Ln CASA BLANCA `► GREAT POND ROAD c V s°J DRIVEWAY (ROUTE 133) IM r v g hV\� 1 0 CT1 ZO � ,(��� 20% 1600 OSGOOD STREET • ��J� M ��1 gJ.�Q NORTH DRIVEWAY 1 (50%) t JCn ��O cn Z SITE Cn L � SUTTON CHADWICK 6 n STREET STREET CO$ 1600 OSGOOD STREET 4% 1 ♦ j NORTH DRIVEWAY 2 N !A ___+ T n,� ;rriQl CROSS ROAD o\qSITE t BOSTON ROAD cn 3o _ol� 'A n WAVERLY � i �= COLLATE � OSGOOD E DRIVE STREET 1600 OSGOOD STREET ROAD 10% * * SOUTH DRIVEWAY 1 I 1 LnLn Cn 'q 04 0 o SITE Ln FARRWOOD DRIVE (NORTH) r^Z = cn x Ln CO Z 1600 OSGOOD STREET �— RACEWAYloli F N SOUTH DRIVEWAY 2 (5%) DRIVEWAY Ln _ILn 0 (40%) 0� 1 FARRWOOD DRIVE O 1 � (SOUTH) o n o g o Io cn m C O ,Y N1. MORNING AND EVENING PEAK HOUR TRIP DISTRIBUTIONS ARE BASED ON THE USERS N X v LEGEND WORKFORCE,EXISTING TRAFFIC PATTERNS,AND PROPOSED TRUCK ROUTES. `-'rmrl Ln N Q G —I 0 TRAFFIC SIGNAL PEAK—HOUR VOLUMES ENTER(EXIT) MATCHLINE 1 MATCHLINE 2 1 DIRECTION OF TRAFFIC � I Date Description No. REVISIONS Project Drawing Title Project No. Drawing No. H LAIVEiA/V 140182701 Langan Engineering and Date 1600 OSGOOD STREET Environmental Services,Inc. 12/03/2019 FIG. 5 361 Newbury Street-5thFloor TRIP DISTRIBUTION Drawn By SIGNATURE DATE SIGNED Boston,MA 02115 RJS Checked By T:800.952.6426 www.langan.com NORTH ANDOVER MASSACHUSETTS LAM Sheet 10 of 22 0 Filename:\\langan.com\data\NHV\data7\140182701\project data\CAD\01\sheetfiles\Traffic\140182701-KT1 01-0105-Trip Distribution.dwg Date:3/24/2020 Time:23:10 User:cmclean Style Table:Langan.stb Layout:ARCHC-BL 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 Z It MATCHLINE1 8 n J p i A vI uh X HOLT ♦ _____ MATCHLINE2 _____ ROAD L C` v 01 w J OV P 000 w R B BRADFORD STREET T �' r�s S, O -1 (5) Q J J o Q R� �° f CASA BLANCA `► GREAT POND ROAD m C) v DRIVEWAY (ROUTE 133) N v M \28 �3J \ 40 ^� C lb 4 ZO X �1 ,(��� -3(12) 1600 OSGOOD STREET • ��J� 0 m �� 51 SJ�� NORTH DRIVEWAY 1 47(11) I Ln I Z SITE Ln L L I I �v I W BUTTON CHADWICK no STREET STREET CO 1600 OSGOOD STREET O CD o(3) t -2 10 t I j p NORTH DRIVEWAY 2 ♦ �- ( ) ! m II CROSS ROAD 21 SITE ry t BOSTON ROAD w f cn -1(3) WAVERLY i = COLLATE OSGOOD E DRIVE STREET 1600 OSGOOD STREET i ROAD -1(5) * * SOUTH DRIVEWAY 1 w C SITE I `► FARRWOOD DRIVE m� � (NORTH) rnz =Z -2(0) CO Z 1600 OSGOOD STREET �— RACEWAY F rn Z SOUTH DRIVEWAY 2 _1(-42)---+ 1 DRIVEWAY Ul 7� 0(-3) _I I r A 0 34(-6) I I p W-i FARRWOOD DRIVE O W v 1 (SOUTH) 0 I � O �0 0 � NOTES: m 8 C O 0 1. NET"NEW"TRIP VOLUMES ARE A COMBINATION OF THE VOLUMES AS SHOWN IN FIGURE 6A AND FIGURE 6B OF THIS REPORT. N M Z L4 LEGEND 2. MORNING ROADWAY PEAK-HOUR: 7:30 A.M.TO 8:30 A.M. m 3. EVENING ROADWAY PEAK-HOUR: 4:30 P.M.TO 5:30 P.M. 0 TRAFFIC SIGNAL G PEAK—HOUR VOLUMES AM(PM) MATCHLINE 1 MATCHLINE 2 1 DIRECTION OF TRAFFIC � I Date Description No. REVISIONS Project Drawing Title Project No. Drawing No. H LAIVEiA/V 140182701 Langan Engineering and NET"NEW"TRIP Date Environmental Services,Inc. 1600 OSGOOD STREET ASSIGNMENT(ROADWAY 12/03/2019 FIG. 6 361 Newbury Street-5th Floor Drawn By SIGNATURE DATE SIGNED Boston,MA 02115 PEAK—HOUR) RJS Checked By T:800.952.6426 www.langan.com NORTH ANDOVER MASSACHUSErrS LAM Sheet 11 of 22 0 Filename:\\langan.com\data\NHV\data7\1 40182701\project data\CAD\01\sheetfiles\Traffic\1 40182701-KT1 01-0106-Net New Trip(Roadway Peak).dwg Date:3/24/2020 Time:23:10 User.cmclean Style Table:Langan.stb Layout:FIG 6 ARCH-BL 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 Z It MATCHLINE141 �o n J C8 8 HOLT ♦ v'� _____ MATCHLINE2 _____ F� P ROAD L Y8 o w Ln P 00 Ln N �% C W t 00 BRADFORD STREET �� 5 1 B j I S��OP� ors 4% o° 8(12) o �J pJ 0 ~ p nn � CASA BLANCA `► GREAT POND ROAD C 8 OD DRIVEWAY (ROUTE 133) rn tx ��r v M ^� `i C �ti^ 1 Z ""� �p� 15(2 5)� 1600 OSGOOD STREET • ���y, �� m '°Z) gJ.�Q�' NORTH DRIVEWAY 1 55(44) J��pJ 2 (0 cn Z SITE ILI D 5( o (1 13(10) Q41 SUTTON CHADWICK C� 1600 OSGOOD STREET _3STREET STREET O$ CDL ♦ NORTH DRIVEWAY 2 ♦ �- 3(5) I r^� 12(20)____* NNi `Q L4 m to CROSS ROAD v ;C' SITE o 1 BOSTON ROAD 4(6) (0ILI I mn � l � o WAVERLY = COLLATE OSGOOD E DRIVE STREET 1600 OSGOOD STREET i 00 ROAD 8(12) * * SOUTH DRIVEWAY 1 00 ILI SITE v `► FARRWOOD DRIVE (NORTH) m � rn X CO Z 1600 OSGOOD STREET �— RACEWAY � 00 F � SOUTH DRIVEWAY 2 5(4) DRIVEWAY 0 IJ v X 0 44(35) G, C C IR + FARRWOOD DRIVE O (SOUTH) Vf �n O �0 0 m NOTES: 1 8 C O o 0 1. TRIPS ARE ASSIGNED BASED ON THE PERCENTAGES SHOWN IN FIGURE 5 OF THIS REPORT AND VOLUMES FOR THE DEVELOPMENT SHOWN IN TABLE 4 OF THIS REPORT. i M Z 00 LEGEND 2. MORNING ROADWAY PEAK—HOUR: 7:30 A.M.TO 8:30 A.M. m 3. EVENING ROADWAY PEAK—HOUR: 4:30 P.M.TO 5:30 P.M. ^� 0 TRAFFIC SIGNAL G PEAK—HOUR VOLUMES AM(PM) MATCHLINE 1 MATCHLINE 2 1 DIRECTION OF TRAFFIC � I Date Description No. REVISIONS Project Drawing Title Project No. Drawing No. H LAIVEiA/V 140182701 Langan Engineering and DEVELOPMENT TRIP Date Environmental Services,Inc. 1600 OSGOOD STREET ASSIGNMENT(ROADWAY 12/03/2019 FIG. 6A 361 Newbury Street-5th Floor Drawn By SIGNATURE DATE SIGNED Boston,MA 02115 PEAK—HOUR) RJS Checked By T:800.952.6426 www.langan.com NORTH ANDOVER MASSACHUSETTS LAM Sheet 12 Of 22 0 Filename:\\langan.com\data\NHV\data7\140182701\project data\CAD\01\sheetfiles\Traffic\140182701-KT101-0106A-Trip Assignment(Roadway Peak).dwg Date:3/24/2020 Time:23:11 User:cmclean Style Table:Langan.stb Layout:FIG 6A ARCHC-BL 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 Z It MATCHLINE1 41 p i a) rrn A HOLT ♦ _____ MATCHLINE2 _____ ROAD C 00 �, �a \�1P BRADFORD STREET ���,O �66� �/ �5 B ryy1 o L-9(-7) Qn CASA BLANCA `► GREAT POND ROAD m DRIVEWAYybp (ROUTE 133) rn�, �- \ M 66 C r'V 0 ;a� i� -18(-13) � 1600 OSGOOD STREET A nq A �L��1 gJ�Q�' i NORTH DRIVEWAY 1 -8(-33) ♦ OJT�O Z SITE _ LSli (-5) 0 SUTTON CHADWICK 7o Q STREET STREET CO$ 1600 OSGOOD STREET 1 r NORTH DRIVEWAY 2 ♦ 0 _ 1 I I m y � I .� 1 �► -3(-2) I -14(-10) in m CROSS ROAD Cn I SITE C4 i 1 BOSTON ROAD -5(-3) �° I I o WAVERLY i = COLLATE OSGOOD v E ROAD DRIVE STREET 1600 OSGOOD STREET w _9(_7) ♦ � SOUTH DRIVEWAY 1 � w y v SITE o �^, `► FARRWOOD DRIVE 1 (NORTH) m n I N I ^�z .... 4 -2(0) I x CO Z 1600 OSGOOD STREET �— RACEWAY w F m Z SOUTH DRIVEWAY 2 -6(-46)--t ♦ DRIVEWAY .1 Ul O 0(-3) I o O -10(-41) I I v N`° � FARRWOOD DRIVE Q (SOUTH)0 C' 1 J v I O�v O NOTES: m 0 C O 1. TRIPS ASSOCIATED WITH THE INDUSTRIAL USE(TO BE REMOVED AS PART OF THIS PROJECT)ARE SHOWN TO BE REMOVED BASED ON EXISTING TURNING MOVEMENTS AS INDICATED IN TABLE 7 OF THIS REPORT. r M Z I LEGEND 2. MORNING ROADWAY PEAK-HOUR: 7:30 A.M.TO 8:30 A.M. m X 3. EVENING ROADWAY PEAK-HOUR: 4:30 P.M.TO 5:30 P.M. 0 TRAFFIC SIGNAL G PEAK—HOUR VOLUMES AM(PM) MATCHLINE 1 MATCHLINE 2 1 DIRECTION OF TRAFFIC � I Date Description No. REVISIONS Project Drawing Title Project No. Drawing No. H LAIVEiA/V 140182701 Langan Engineering and Date 1600 OSGOOD STREET Environmental Services,Inc. INDUSTRIAL USE TRIP 12/03/2019 FIG. 66 361 Newbury Street-5th Floor REMOVAL Drawn By SIGNATURE DATE SIGNED Boston,MA 02115 RJS Checked By T:800.952.6426 www.langan.com NORTH ANDOVER MASSACHUSETTS LAM Sheet 13 of 22 0 Filename:\\langan.com\data\NHV\data7\140182701\project data\CAD\01\sheetfiles\Traffic\140182701-KT101-0106B-Trip Assignment Removal(Industrial Roadway).dwg Date:3/24/2020 Time:23:12 User:cmclean Style Table:Langan.stb Layout:FIG 6B ARCHC-BL 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 Z _----- MATCHLINE1 -----_ U3 4 W o a J 41`n i N v P17 HOLT ————— MATCHLINE2 ————— L ROAD 23(40) 'R R�� 22(45) t ass� ssJ �J� o cn J `°N (61 -6, Q�Q 0000 w rn s900�r> C, "" L 63(153) or�J�5ros p01 J 17(8) J p w j BRADFORD STREET t�. 4'��L��, �S'6�� �/ C� Z B w•Ni I ,�kv�Q ^gyp ro rAlJ o 0^ I S O J 00 75(106) 0 L4 1(1) O C) cnILI N \ CASA BLANCH ♦ 437(267) GREAT POND ROAD V w v os9sJ DRIVEWAY /(4 (ROUTE 133) o N is p� v m �ss2rss oJ� 01 r ra �A�JsJ n L4 L4 00 O rn w Z � �`, O1 526 sob 1600 OSGOOD STREET • ��y,k�6�� ^' O��L�pp1 SJ'�� 34(51) NORTH DRIVEWAY 1 55(44) m I 5 _ '� O�\ �, o 5(4) O / r1, Cn N O O O O 1 J W v;vv 3(5) v SITE J N 6(9) L 0(1) U, L4 671(581) 4 53(36) v v v p 370(308) 1 10(8) Q Cn o SUTTON CHADWICK 70 CO o0 STREET 4 STREET (3) 0$ 1600 OSGOOD STREET v 1-0-1 rn 16(14) ♦ ♦ NORTH DRIVEWAY 2 454(657) 11 I 0(0) I m 4(142) I 1(4) 231(290) 513(938) jN-I 11(57) 1 91(23) C4 (0 32(64)� 0-0)_ rn C�mm w L4 CROSS ROAD J L N°'0 81(54) o^wo� 0 U'^ 21 SITE w L 4(4) BOSTON ROAD " rn 155(351) v 5(8) rvU'v w _ .� 4 0(5) a cJi� 50(47) w�cw o c0 0 m Ei 1—1 (2) cn_ COL WAVERLY ♦ "�= LATE OSGOOD No rn� E DRIVE STREET 1600 OSGOOD STREET can J o" ROAD Cn 271 (345) I 3��� T SOUTH DRIVEWAY 1 11(27) 60(78) t C4 Cn o 6(3) w 26(116) w 72(32) v SITE J ( 13 8)°�'Cn CA co; � � FARRWOOD DRIVE :� Cn (NORTH) X ^O N Z = o-4.`O. 7(27) 4 0(0) N O ^ �—11(11) �' L4 Z 1600 OSGOOD STREET RACEWAY Ln C , F m Z SOUTH DRIVEWAY 2 7 12 1 DRIVEWAY w L4n ( ) I w o N x 0(0) o v 35(27) 0 46(42) w Ln o I 62(19) J Cn^ ^CO N FARRWOOD DRIVE cn- rn ^o 4 (SOUTH) O" C8 v g �1 TD C ON NOTES: i`-' M Z �I" LEGEND 1. MORNING AND EVENING ROADWAY PEAK-HOUR VOLUMES SHOWN BASED ON THE COMBINATION OF TRAFFIC VOLUMES v m FROM FIGURE 4 AND FIGURE 6 OF THIS REPORT. N o coN G 2. MORNING ROADWAY PEAK-HOUR: 7:30 A.M.TO 8:30 A.M. 0 TRAFFIC SIGNAL 3. EVENING ROADWAY PEAK-HOUR: 4:30 P.M.TO 5:30 P.M. PEAK-HOUR VOLUMES AM(PM) MATCHLINE 1 MATCHLINE 2 1 DIRECTION OF TRAFFIC � I Date Description No. REVISIONS Project Drawing Title Project No. Drawing No. H LAIVEiA/V 140182701 Langan Engineering and 2026 BUILD TRAFFIC Date Environmental Services,Inc. 1600 OSGOOD STREET VOLUMES(ROADWAY 12/03/2019 FIG. 7 361 Newbury Street-5th Floor Drawn By SIGNATURE DATE SIGNED Boston,MA 02115 PEAK—HOUR) RJS Checked By T:800.952.6426 www.langan.com NORTH ANDOVER MASSACHUSErrS LAM Sheet 14 of 22 R e Filename:\\langan.com\data\NHV\data7\140182701\project data\CAD\01\sheetfiles\Traffic\140182701-KT101-0107-2026 Build(Roadway Peak).dwg Date:3/24/2020 Time:23:13 User:cmclean Style Table:Langan.stb Layout:FIG 7 ARCHC-BL 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 Z MATCHLINE1 U3 4 cn �a Q J C p rn rn A v o N X HOLT _____ MATCHLINE _____ A�1 ROAD 41(17) >19 5; �� 'Sb� 28(23) I ry, '�8�6�996J �`� ocn 0 0o N�_ �sr�J �\ 9� Q�Q ONO J cn 25(103) �p r7, 9 y J 18(7) 1 � , 4� 0 B o BRADFORD STREET ��� 61 a°'�L`'� ,9��,�� �C� Z ' J Ln T 31(72) 0 W w J 0 0(1) Qn �w CASA BLANCH ♦ 326(235) GREAT POND ROAD V Ln rlJ DRIVEWAYV(4 (ROUTE 133) r �? v M oo Z 'h1 �cO 1600 OSGOOD STREET �°°�O 70 ��\ 348(653� mo ��o�h1 ��Q` 59(31wN NORTH DRIVEWAY 1 11(17) 1 ONY�O m= —1 �1 l �j �, ^W I 5 l% g 13(7) ° CIi N N O Cn lb N Ln� Z 1 (2) v SITE ° v ovv 5(4) 0(1) w 467(404) 4 32(35) v v o 186(196) 4 O N D SUTTON (7)CHADWICK n Ln STREET STREET O 1600 OSGOOD STREET o 0) 17 7 1(1) C NORTH DRIVEWAY 2 () 392(497) 1, I 1(0) I m C 8(31) I 4 3(2) 189(222) 381(718) w o N cn N-I 19(15) N N 1 94(35) N N 54(48)1 J N Ln W m DD CROSS ROAD N ; v 00 o 51(45) M ' O o BOSTON ROAD wo N w o SITE w 3(4) CA N °i� 82(237) N w 5(3) 1, � yl_2 I 4 0(5) v 48(23) rn"N m Ei 4 1-0(2) `o 1 2 COLLATE OSGOOD E WAVERLY DRIVE STREET 1600 OSGOOD STREET w, ..0" ROAD 160(322) I 0(0) 1 SOUTH DRIVEWAY 1 5(2) I 1(7) t � 26(74)� v,� Ili o 6(4) S a o 3(43) rn 62(32) N ILICO OD 31(5) 41 v v SITE � v; FARRWOOD DRIVE '40D v - w (NORTH) rn ,�w rm�e Z = o v v 5(14) A �' 1 2(1) CO Z 1600 OSGOOD STREET 8(9) RACEWAY co, F rrn Z SOUTH DRIVEWAY 2 14(22) 1 DRIVEWAY w°^ CA Ul 2(0) I 0 15(16) c Ln 36(17) C J; 145(7) o� ♦ FARRWOOD DRIVE (SOUTH) L) �I 1 o� g C 8 �Ln NOTES: O w1. MORNING AND EVENING GENERATOR PEAK HOUR VOLUMES ARE BASED ON TRAFFIC VOLUMES OBSERVED ON m C _cn 09/06/2018 BY ACCURATE COUNTS.. l i M Z ry v LEGEND 2. MORNING GENERATOR PEAK-HOUR: 6:30 A.M.TO 7:30 A.M. m o 3. EVENING GENERATOR PEAK-HOUR: 5:30 P.M.TO 6:30 P.M. 0 TRAFFIC SIGNAL G PEAK—HOUR VOLUMES AM(PM) MATCHLINE 1 MATCHLINE 2 DIRECTION OF TRAFFIC � t Date Description No. REVISIONS Project Drawing Title Project No. Drawing No. H LAIVEiA/V 140182701 Langan Engineering and EXISTING PEAK—HOUR Date Environmental Services,Inc. 1600 OSGOOD STREET VOLUMES(GENERATOR 12/03/2019 FIG, g 361 Newbury Street-5th Floor Drawn By SIGNATURE DATE SIGNED Boston,MA 02115 PEAK—HOUR) RJS Checked By T:800.952.6426 www.langan.com NORTH ANDOVER MASSACHUSErrS LAM Sheet 15 of 22 0 Filename:\\langan.com\data\NHV\data7\140182701\project data\CAD\01\sheetfiles\Traffic\140182701-KT101-0108-2018 Existing(Generator Peak).dwg Date:3/24/2020 Time:23:14 User:cmclean Style Table:Langan.stb Layout:FIG 8 ARCHC-BL 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 Z MATCHLINE1 U3 4 oa J N i -to C 8 '�O ♦♦♦. v P17 HOLT _____ MATCHLINE2 oo�����1 L ROAD 44(18) 9 o �o 30(25) I ry 7R'Q 66�0� �� �♦,�J� o O R �R>J J �\ 99 p�Pam' 00 4 -(�ZQ �P � J v' L 27(110) , (3� � Jg w ? BRADFORD STREET ♦� ���,h�L`'� 9�s"9 C�ti` Z I ���P� r_9 RAJA�' B 0 o o \ J 0 0 53(100) 0 �C4 J �0(1) 1 � 353(254) �8 66 J `tx��1 � CASA BLANCA GREAT POND ROAD C w v 9 �� � DRIVEWAYY(4)—� (ROUTE 133) A `10 o°��� rn �S r`Si3 `v � ���OJ6J V� 'ryou' c j O L1��o J��� 425(767) � T 1600 OSGOOD STREET ,MLeo, S Q` 64(34) w j NORTH DRIVEWAY 1 11(17) 1 OJT�O m= �1�L, 00 ao 13(7) I 5 O O) N N J 0) SITE N N CJt z o L 1 (2) o °° ova �5(4) LO(1) �� N 515(550) 4 34(38) v v D 1 237(256) 4(8) COO ,�cn BUTTON CHADWICK 70 C� 1600 OSGOOD STREET f 4 O L STREET 1(1) STREET C S NORTH DRIVEWAY 2 o N cn 18(8) 433(557) 11 I 1(0) I m C 8(58) I 3(2) 205(244) _ 451(836) NNi 19(28) N 1 101 (38) mNo 58(51)� a�oO1 J�m rn� CROSSROAD _ J N W 57(55) rn�'oo�' _au SITE f v N 1 BOSTON ROAD N v fLn 0 3(4) I 104(275) o cv°'o 5(3) 11 � 'A_2 I ~0(5) v 52(25) rn C'4 m C� F� 0(2) (A 1 2 COLLATE OSGOOD WAVERLY 1 'w N rn E DRIVE STREET 1600 OSGOOD STREET `- ROAD 198(385) I s(0) T SOUTH DRIVEWAY 1 1(13)28(79) t v v N N 6(4) E N O 3(81) w w t—67(34)4 N w U' o 133(5) y w v�v SITE v N ♦ FARRWOOD DRIVE -- 5 OD (NORTH) X 00 Ln 1 5(14)rn I �2(1) w� CO Z 1600 OSGOOD STREET �—8(9) RACEWAY w 00 F rrn Z SOUTH DRIVEWAY 2 14(24) 1 DRIVEWAY � Ln NJ Ul X 2(0) I 41 15(18) rn rn cn 39(18) C N; 148(8) o) ♦ FARRWOOD DRIVE O--; ? (SOUTH) o L) '" I �g cn NOTES: C LAi 0 O (A1. MORNING AND EVENING GENERATOR PEAK—HOUR VOLUMES SHOWN BASED ON THE COMBINATION OF TRAFFIC M Ci VOLUMES FROM FIGURE 9A,FIGURE 46,AND FIGURE 9C OF THIS REPORT. N J" LEGEND 2. MORNING GENERATOR PEAK—HOUR: 6:30 A.M.TO 7:30 A.M.3. EVENING GENERATOR PEAK—HOUR: 5:30 P.M.TO 6:30 P.M. m^� 0 TRAFFIC SIGNAL G PEAK—HOUR VOLUMES AM(PM) MATCHLINE 1 MATCHLINE 2 1 DIRECTION OF TRAFFIC � I Date Description No. REVISIONS Project Drawing Title Project No. Drawing No. H LAIVEiA/V 140182701 Langan Engineering and 2026 NO—BUILD PEAK—HOUR Date Environmental Services,Inc. 1600 OSGOOD STREET VOLUMES(GENERATOR 12/03/2019 FIG, g 361 Newbury Street-5th Floor Drawn By SIGNATURE DATE SIGNED Boston,MA 02115 PEAK—HOUR) RJS Checked By T:800.952.6426 www.langan.com NORTH ANDOVER MASSACHUSErrS LAM Sheet 16 Of 22 0 Filename:\\langan.com\data\NHV\data7\140182701\project data\CAD\01\sheetfiles\Traffic\140182701-KT101-0109-2026 No-Build(Generator Peak).dwg Date:3/24/2020 Time:23:15 User:cmclean Style Table:Langan.stb Layout:FIG 9 ARCHC-BL 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 Z MATCHLINE1 U3 4 w on J C 8 v M HOLT _____ MATCHLINE2 00�����1 L ROAD 44(18) s o 30(25) t N /11'Q o) �� ��,�J�' o � 0 � �RjJ6J �� '99 VIP 00 Ln �3 J vI L 27(110) ',;'& Jg L ) (0BRADFORD STREET h� L`' 1 "9 �/ `C �� ry B i T ��PO ��SA�RJ _ .. S O s \ J 34(78) 0 Pn w �0(1) ion o; A d) 1 353(254) c 8 CASH BLANCH � GREAT POND ROAD DRIVEWAY IM IM C w/—� (ROUTE 133) w to v G M R� rS Il co ZO � 47HADWICK 377(707) 1600 OSGOOD STREET� "' 64(34) NORTH DRIVEWAY 1 11(17) T 13(7) SO 00N Z N SITE w v5(4) �" w 41501(433) vD199(210) 0cn BUTTON ADWICK 7o C� 1600 OSGOOD STREET f Oo L STREET 1(1) STREET C O NORTH DRIVEWAY 2 o iv cn 18(8) 420(533) 11 I 1(0) I m 8(31) I 4 3(2) 203(238) 408(770) o N N 4 19(15) ry N 1 101 (38) w ry 58(51) O rn rn Ul m oo J CROSS ROAD c°Dn 4, N oo w 55(48)� v v� SITE f w 3(4) BOSTON ROAD w °D .`. a—Ji 88(254) N v o 5(3) rnyl_2 I ~0(5) v w 52(25) N m C� 4 0(2) ^ 1 2 COLGATE OSGOOD WAVERLY 1 N -�,m E DRIVE STREET 1600 OSGOOD STREET cn_ ROAD ♦ 0(0) * SOUTH DRIVEWAY 1 00 172(345) 5(2) 1(7) I o Cn 28(79) ry 6(4) �M o 3(43) 67(34) Cn 33(5) v 00�" SITE v o FARRWOOD DRIVE 00 _f,N oo 00 Ln (NORTH) rr Z = ornv �5(14) O 2(1) rn m C Z 1600 OSGOOD STREET 8(9) RACEWAY , F m n SOUTH DRIVEWAY 2 14(22) 1 DRIVEWAY w^ t4j Ul x 2(0) I 00 M 0 15(16) c w 39(18) (0; I 48(8) w;o� ♦ FARRWOOD DRIVE o-- ? (SOUTH) o0 v C 8 O N Ln 10 NOTES: 4 —'Z 3 rn 1. MORNING AND EVENING GENERATOR PEAK-HOUR VOLUMES SHOWN BASED ON A N M ry v LEGEND 1%ANNUAL GROWTH RATE APPLIED TO THE TRAFFIC VOLUMES IN FIGURE 8 OF rrrn N Q aTHIS REPORT. -I Y TRAFFIC SIGNAL G 2. MORNING GENERATOR PEAK-HOUR: 6:30 A.M.TO 7:30 A.M. 0 3. EVENING GENERATOR PEAK-HOUR: 5:30 P.M.TO 6:30 P.M. PEAK-HOUR VOLUMES AM(PM) MATCHLINE 1 MATCHLINE 2 DIRECTION OF TRAFFIC � t Date Description No. REVISIONS Project Drawing Title Project No. Drawing No. H LAIVEiA/V 2026 NO_BUILD AMBIENT Date 140182701 Langan Engineering and 1600 OSGOOD STREET PEAK-HOUR TRAFFIC 12/03/2019 FIG. 9A Environmental Services,Inc. 361 Newbury Street-5th Floor GROWTH (GENERATOR Drawn By SIGNATURE DATE SIGNED Boston,MA 02115 PEAK-HOUR) RJS Checked By T:800.952.6426 www.langan.com NORTH ANDOVER MASSACHUSETTS LAM Sheet 17 of 22 0 Filename:\\langan.com\data\NHV\data7\140182701\project data\CAD\01\sheetfiles\Traffic\140182701-KT1 01-01 09A-2026 No-Build Ambient Growth(Generator Peak).dwg Date:3/24/2020 Time:23:16 User:cmclean Style Table:Langan.stb Layout:FIG 9A ARCHC-BL 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 Z It MATCHLINE1 8 pn J v A I uh X HOLT ♦ _____ MATCHLINE2 _____ ROAD L -o `�� R �, o _ w VIP 00 \� BRADFORD STREET B 00 7(3) 0 0 J ~ a CASA BLANCA `► GREAT POND ROAD c 8 -- DRIVEWAY (ROUTE 133) rn M, do o 21 ZO 'A , ��� 15(5) 1600 OSGOOD STREET • ��J�� � nm7 �°', SJ.�� NORTH DRIVEWAY 1 m= —1 Z � SITE NLP L N ~ D v 0(14) � ...O N w SUTTON CHADWICK 6 C) cw STREET STREET CO$ 1600 OSGOOD STREET w * t 12(4)� �r NORTH DRIVEWAY 2 m 0(27) 3(1) I I i L► � 1N-I 0(13) _ CO 0 `�' m o CROSS ROAD 00 SITE BOSTON ROAD 0 o f coI 1 2 Y COLLATE OSGOOD 1 Cn w E ROAD DRIVE STREET 1600 OSGOOD STREET .. ROAD 7(2) ♦ SOUTH DRIVEWAY 1 0(s) W N 0(38) L4 OD SITE v FARRWOOD DRIVE X w o � � NORTH �Z = o CO Z 1600 OSGOOD STREET �— RACEWAYLn F m Z SOUTH DRIVEWAY 2 0(2)--t 1 DRIVEWAY w .. v I 0 0(2) N cj FARRWOOD DRIVE (SOUTH) Vf �n O �00 0 NOTES: 1 v Q8 C O w 1. TRIPS ARE ADJUSTED TO ACCOUNT FOR THE FULL OCCUPANCY OF THE OFFICE PORTION OF THE SITE TO REMAIN. 2. MORNING GENERATOR PEAK—HOUR: 6:30 A.M.TO 7:30 A.M. i M Z v LEGEND 3. EVENING GENERATOR PEAK—HOUR: 5:30 P.M.TO 6:30 P.M. m rn N G —I 0 TRAFFIC SIGNAL PEAK—HOUR VOLUMES AM(PM) MATCHLINE 1 MATCHLINE 2 1 DIRECTION OF TRAFFIC � I Date Description No. REVISIONS Project Drawing Title Project No. Drawing No. H LAIVEiA/V EXISTING OFFICE FULL Date 140182701 Langan Engineering and 1600 OSGOOD STREET OCCUPANCY ADJUSTMENT 12/03/2019 FIG. 9C Environmental Services,Inc. 361 Newbury Street-5th Floor PEAK—HOUR VOLUMES Drawn By SIGNATURE DATE SIGNED Boston,MA 02115 RJS(GENERATOR PEAK—HOUR) Checked By T:800.952.6426 www.langan.com NORTH ANDOVER MASSACHUSETTS LAM Sheet 18 of 22 0 Filename:\\langan.com\data\NHV\data7\140182701\project data\CAD\01\sheetfiles\Traffic\140182701-KT101-0109C-Existing Office(Generator Peak).dwg Date:3/24/2020 Time:23:16 User:cmclean Style Table:Langan.stb Layout:FIG 9C ARCHC-BL 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 Z It MATCHLINE1 w i C4 rrn 8 A vI uh X HOLT ♦ _____ MATCHLINE2 _____ ROAD L I� VV o LW VIP 00 N N �% to C L � soJ OJ �� ���� z B 00 1 BRADFORD STREET � y1 Ln I r S��C•O�O �� 6L'i L 53(51) Ln J Qn 00 CASA BLANCA `► GREAT POND ROAD C v � DRIVEWAY (ROUTE 133) rn N v soJ -Av M O O� � l `��►�7�`��1 ti ti ZO � �� 104(101) 1 1600 OSGOOD STREET • ��J� m L�S) SJ�� J NORTH DRIVEWAY 1 245(267) M No — 13(22) 5 J Z W SITE N�° � 4 18(20) D 54(64) 1 Q v rn SUTTON A CHADWICK 7o C) 1600 OSGOOD STREET r1 STREET STREET $ NORTH DRIVEWAY 2 2,(20)� � Tr 84 E � T �r � T w (8,) o MCROSS ROAD °' o Ln Ln L4 SITE ° BOSTON ROAD _ N err 26(25) 01 1 2 COLLATE OSGOOD E WAVERLY DRIVE STREET 1600 OSGOOD STREET m ROAD 52(51) I ? r SOUTH DRIVEWAY 1ILI N 00 W Ln � N SITE i v FARRWOOD DRIVE W r (NORTH) m (� N Z = (D N A n 1 —2(-1) cNn 00 CO Z 1600 OSGOOD STREET RACEWAY N F m n SOUTH DRIVEWAY 2 13(9) T DRIVEWAYtt�° —2(0) r 00 0 190(213) N N v N + FARRWOOD DRIVE O o (SOUTH) 0 70 C� 00 8 Ln O O� N v 00 NOTES: 4 m Z N 1. NET"NEW"TRIP VOLUMES ARE A COMBINATION OF THE VOLUMES SHOWN IN N X �;v ­J LEGEND FIGURE 10A AND FIGURE 10B OF THIS REPORT ^n N Q G 2. MORNING GENERATOR PEAK—HOUR: 6:30 A.M.TO 7:30 A.M. 0 TRAFFIC SIGNAL 3. EVENING GENERATOR PEAK—HOUR: 5:30 P.M.TO 6:30 P.M. PEAK—HOUR VOLUMES AM(PM) MATCHLINE 1 MATCHLINE 2 DIRECTION OF TRAFFIC Date Description No. REVISIONS Project Drawing Title Project No. Drawing No. H LAIVEiA/V 140182701 Langan Engineering and NET"NEW"TRIP Date Environmental Services,Inc. 1600 OSGOOD STREET ASSIGNMENT(GENERATOR 12/03/2019 FIG. 10 361 Newbury Street-5th Floor Drawn By SIGNATURE DATE SIGNED Boston,MA 02115 PEAK—HOUR) RJS Checked By T:800.952.6426 www.langan.com NORTH ANDOVER MASSACHUSErrS LAM Sheet 19 of 22 0 Filename:\\langan.com\data\N H\Adata7\1 4018270 1\project data\CAD\01\sheetfiles\Traffic\140182701-KT101-0110-Net New Trip(Generator).dwg Date:3/24/2020 Time:23:17 User:cmclean Style Table:Langan.stb Layout:FIG 10 ARCHC-BL 1 LINE 1 12 1 3 1 — ---- ---- 5————— 6 1 7 1 8 1 9 1 10 1 11 Z It 0 oL Ln 9 Gs� O�Jk' J T. A HOLT • _---- MATCHLINE ----_ ROAD N J J �� OP� N co 00 D O r- 1 t BRADFORD STREET O si�� �/ �y�ry O I 5'�OP Aso S� • '� Z B 64(56) 0 00 o" N � CASA BLANCA GREAT POND ROAD C V DRIVEWAY (ROUTE 133) M N M s>> ^A ry.00 . 1 c Z X O 1600 OSGOOD STREET 127 112 A 8 �������� yJ�``' ( ) NORTH DRIVEWAY 1 256(284) 1 pJ Q�OJ m= l� �CJ 26(29) I y CO W N � N� Z SITE OD N N � Co ovo`0 1 20 22 I/ O w 41 62(69) Q CD SUTTON A CHADWICK E C� 1600 OSGOOD STREET p STREET STREET $ 0 L t I p NORTH DRIVEWAY 2 25(22) 11 ,� 102(90)�� j� I i co 0 Lnn m CROSS ROAD o v °' SITE v 1 BOSTON ROAD �, Ln I v co 32(28) 00 00 1 2 COLGATE OSGOOD WAVERLY DRIVE STREET 1600 OSGOOD STREET ROAD 64(57) 11 SOUTH DRIVEWAY 1 E ? o W Ln 00 ILI I L m SITE W N `► FARRWOOD DRIVE N (NORTH) .... nq m Z _ 2 00 CQ Z 1600 OSGOOD STREET �— RACEWAY 4 LA n SOUTH DRIVEWAY 2 26(29) ♦ DRIVEWAY m CA IV A N 1 F 204(227) N W o W N ^N FARRWOOD DRIVE Q 00 1 (SOUTH) H v Q I n 8 _W C A N Q� M Q N m CQ mZ -C� Ln m X W NOTES: Eq v 09 o v LEGEND 1. TRIPS ARE ASSIGNED BASED ON THE PERCENTAGES SHOWN IN FIGURE 5 OF THIS REPORT AND VOLUMES FOR THE DEVELOPMENT SHOWN IN TABLE 8 OF THIS ——— TRAFFIC SIGNAL G REPORT. MATCHLINE 1 MATCHLINE 2 2. MORNING GENERATOR PEAK-HOUR: 6:30 A.M.TO 7:30 A.M. PEAK-HOUR VOLUMES AM(PM) 3. EVENING GENERATOR PEAK-HOUR: 5:30 P.M.TO 6:30 P.M. Ito"" w f% A DIRECTION OF TRAFFIC t Date Description No. REVISIONS Project Drawing Title Project No. Drawing No. H LAIVEiA/V 140182701 Langan Engineering and DEVELOPMENT TRIP Date Environmental Services,Inc. 1600 OSGOOD STREET ASSIGNMENT(GENERATOR 12/03/2019 FIG. 10A 361 Newbury Street-5th Floor Drawn By SIGNATURE DATE SIGNED Boston,MA 02115 PEAK—HOUR) RJS Checked By T:800.952.6426 www.langan.com NORTH ANDOVER MASSACHUSETTS LAM Sheet 20 of 22 0 Filename:\\langan.com\data\NHV\data7\140182701\project data\CAD\01\sheetfiles\Traffic\140182701-KT101-011DA-Trip Assignment(Generator Peak).dwg Date:3/24/2020 Time:23:18 User:cmclean Style Table:Langan.stb Layout:FIG 10A ARCHC-BL 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 Z MATCHLINE1 U3 4 .. s HOLT _____ MATCHLINE _____ ROAD s / J o c� w �J Q�P' 000 I BRADFORD STREET �� ��s C� Z m -11(-5) CASA BLANCA `► GREAT POND ROAD C v J ���\�A DRIVEWAY (ROUTE 133) v F•TI s 1 co ZO A �1 ���-23(-11) T 1600 OSGOOD STREET • ��J� R+ �0�,�1 SJ�� i NORTH DRIVEWAY 1 _11(_17) , �l T Z �� SITE 0 W � Op N D 1 ,j­-8(-5) l V ~ v o o .� l BUTTON � CHADWICK �n STREET STREET CO$ 1600 OSGOOD STREET 1 1 NORTH DRIVEWAY 2 �I ♦ �- -4(-2) I r -18(-9) I r N v I I .� 1 �► Ln m L4 CROSS ROAD ^ ' a)L421 SITE cn 1 BOSTON ROAD N err �._ 'A WAVERLY i = COLLATE OSGOOD v E ROAD DRIVE STREET 1600 OSGOOD STREET w J -12(-6)� � I � � ? r SOUTH DRIVEWAY 1 � w � L ! i SITE ! i `► FARRWOOD DRIVE v v ww N (NORTH) rn ^^ T r �Z = m� n -2(-1) I I CO Z 1600 OSGOOD STREET �— RACEWAY Lco 4 N F m n SOUTH DRIVEWAY 2 -13(-20) 1 DRIVEWAY -� J Ul x -2(0) 0 -14(-14) I I v _ FARRWOOD DRIVE O ! (SOUTH) 0 Tr Og O N T v C O M Z ^ LEGEND NOTES: iN 1. TRIPS ASSOCIATED WITH THE INDUSTRIAL USE(TO BE REMOVED AS A PART OF m N X THIS PROJECT)ARE SHOWN TO BE REMOVED BASED ON EXISTING TURNING Y TRAFFIC SIGNAL G MOVEMENTS AS INDICATED IN TABLE 9 OF THIS REPORT. v 2. MORNING GENERATOR PEAK-HOUR: 6:30 A.M.TO 7:30 A.M. PEAK-HOUR VOLUMES AM(PM) 3. EVENING GENERATOR PEAK-HOUR: 5:30 P.M.TO 6:30 P.M. MATCHLINE 1 MATCHLINE 2 ? r DIRECTION OF TRAFFIC Date Description No. REVISIONS Project Drawing Title Project No. Drawing No. H LAIVEiA/V 140182701 Langan Engineering and INDUSTRIAL USE TRIP Date Environmental Services,Inc. 1600 OSGOOD STREET REMOVAL(GENERATOR 12/03/2019 FIG. 106 361 Newbury Street-5th Floor Drawn By SIGNATURE DATE SIGNED Boston,MA 02115 PEAK—HOUR) RJS Checked By T:800.952.6426 www.langan.com NORTH ANDOVER MASSACHUSErrS LAM Sheet 21 of 22 0 Filename:\\langan.com\data\NHV\data7\140182701\project data\CAD\01\sheetfiles\Traffic\140182701-KT101-0110B-Trip Assignment Removal(Industrial Generator).dwg Date:3/24/2020 Time:23:19 User:cmclean Style Table:Langan.stb Layout:FIG 10B ARCHC-BL 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 Z MATCHLINE1 U3 4 -J �Qn J rn m A HOLT v MATCHLINE 2 GF� 00���1��,1 PJ�' L ROAD 44(18) 30(25) t 'R9�,o J � �J N cn C4 Ln co �R 6�9 V� 9 Q�`P 00 N o w ,J ���'��A9J 0 L 27(110) �s ma's o1 J`' 19(8) 0 w ao BRADFORD STREET v� 1�h�L`'01 �'s,�9 Z 00 �106(151) ...� LnL4 J 0(1) �o n Ln o; Q � CASH BLANCH ♦ 353(254) GREAT POND ROAD c V v v ��0�J DRIVEWAY M o(9) (ROUTE 133) �'ss_/0 x00� 0(4) 10 U1 rn 9s��rs6 0(9) �J Il R J\ 1 \V� �° Ln I� C N 4 ^j1 R/ L ZO � L1�,o°, ��� 529(868) 1600 OSGOOD STREET • ��J� � "' O���1�, SJ�� 64(34) L CA NORTH DRIVEWAY 1 256(284) J� O T o /�e L1 —--A 26(29) cli NJ 5 N CO N CJt� z� ^^ ^ L 1 (2) SITE Cn OD �3 ova 5(4) ���0 Lo(1) 0) „w 533(570) V 4 34(38) v v v D 291(320) I/ 4(8) ^QO Cn J Ln SUTTON CHADWICK 6 n _ STREET 1(1) STREET CO$ 1600 OSGOOD STREET o♦ ♦ NORTH DRIVEWAY 2 Ln 1 s(8) * �-�-�- 454(577) I 1(0) I m C 8(58) 13(2) 205(244) _ 535(917)�* N Ni 19(28) �W 1 101 (38) rnNm 58(51)� a�oO1 rn��m rn� CROSSROAD rnw NODS 57(55)� Ol�0 'moCO o SITE o0 0� 3(4)� BOSTON ROAD N U Cp � �N J v N � I ry w v coon 130(300) No OD 5(3) o 'A_2 I 4 0(5) v 52(25) N 4� 1 2 COLLATE OSGOOD WAVERLE ROAD Y DRIVE STREET 1600 OSGOOD STREET in- , .. 250(436) I 5(2) T SOUTH DRIVEWAY 1 1(13) I 28(79) I I v v 6(4) 41 N o 3(81) w w 67(34) 0o ILI 00 �' 33(5) o v �" SITE v W FARRWOOD DRIVE o 1 (NORTH) X .. v I rm�e Z = 00) 5(14) 4 0(0) rn-P� CO Z 1600 OSGOOD STREET �—8(9) RACEWAY F rrn Z SOUTH DRIVEWAY 2 27 33 DRIVEWAY .. (() 1 Ul 0(0) I v J 0 205(231) rj rn J Ln 39(18) .�. �48(8) 0 rn FARRWOOD DRIVE N N" (SOUTH) v C ? C 8 0 Ln Ln NOTES: �4 -'Z 3 1. MORNING AND EVENING GENERATOR PEAK-HOUR VOLUMES ARE BASED ON THE N M LEGEND COMBINATION OF THE TRAFFIC VOLUMES FROM FIGURE 9 AND FIGURE 10 OF rrrn N o THIS REPORT. -I Y TRAFFIC SIGNAL G 2. MORNING GENERATOR PEAK-HOUR: 6:30 A.M.TO 7:30 A.M. 0 3. EVENING GENERATOR PEAK-HOUR: 5:30 P.M.TO 6:30 P.M. PEAK-HOUR VOLUMES AM(PM) MATCHLINE 1 MATCHLINE 2 1 DIRECTION OF TRAFFIC � I Date Description No. REVISIONS Project Drawing Title Project No. Drawing No. H LAIVEiA/V 140182701 Langan Engineering and 2026 BUILD TRAFFIC Date Environmental Services,Inc. 1600 OSGOOD STREET VOLUMES(GENERATOR 12/03/2019 FIG. 11 361 Newbury Street-5th Floor Drawn By SIGNATURE DATE SIGNED Boston,MA 02115 PEAK—HOUR) RJS Checked By T:800.952.6426 www.langan.com NORTH ANDOVER MASSACHUSErrS LAM Sheet 22 of 22 0 Filename:\\langan.com\data\NHV\data7\140182701\project data\CAD\01\sheetfiles\Traffic\1 4018270 1-KT1 01-0 111-2026 Build(Generator Peak).dwg Date:3/24/2020 Time:23:20 User:cmclean Style Table:Langan.stb Layout:FIG 11 ARCHC-BL Appendix A Site Plan & Off-Site Plans LA/VfiA /V 1 2 3 4 5 6 7 8 4Z V MAP Bf LOT 7B .. NOW OR FOFMEALY ROY J.MOONNEY `....., 10 OSGOOD STREET Qgav nO "�� \ir r•F�� NOWOPBF L OT I OPME A & �%% \ ROY OSGOOD OISTRE MAP e1 LOT 17 NOW OR FORMERLY -` ROY a MCKAWaY J1719 OSGOOD STREET •MAP 51 LOT 65 ,. NOW OR FORA91XY -— -— - CAREY STORAGE I LLC 0701 OSGOOD STREET _ - MAP 61 LOTFORMERLY RLY sh o Now OR FOTMERLr RUSSELL MOSaIETTQ MAP 34 LOT 1 11 , O ` 879 OSGOOD STREET NOW OR FORMERLY MAP 34 LOT 2 O�m�o \ ae TnER MINJRGE Now oR FOPAlE7PLY O. �., - MAP 34 LOT 4 y _ 11559 OSGOOD STREET BEN REALTY LLC- b NOW OR FOBUfRLY MAP 34 LOT 41 < U - \. 11535 OSSOOD STREET: CRN00"OR FaVAERLY A> rs91 osrwm TRusr MAP 34 LOT 41 y o NOIMJEE TRUST M/ W AEIKT ING z NOW OR FORMERLY _ , 11591 OSGOOD STREET 11581 OSOOO7 SRREET MICROWAVE ENfrYAEE77MlO MWAP J4 COT 5 MAP 34 LOTFOR1"7L v•l y ly MODIFY ' 1 EXISTING 0551 DCORPOR"STREET NON "�LBACCA OR Y -%RWCE BURY.LLC 10 SEECHWOOD DRIW SIGNAL NoMAOn FLDOOT 44 115w osGooD smEEr g MODIFY = MAP 34 LOT 1B S g .� /59""1 05GOOD S7REET: A �y NOW OR FORMERLY POLICE HQ { i`b _ �• .. $ SIGNAL EXISTING U 1/475 oscoao STREET p &• z ...................... 3: � G �_ . ..........,�..................'..........:...,...,..,.....,.,,........, MAP 34 LOT 10 - I O ".... Now OR FORMERLY OSGOOD STREET ---. )EQY 2 SODSTREET IION 9OG a AMAZON EMPLOYEE/TRUCK ':a •� _ _ _ _ EXISTING OFFICE BUILDING • ACCESS&SOLAR FARM EXISTING OFFICE BUILDING , SIGNALIZED DRIVEWAY UNSIGNALIZED DRIVEWAY UNSIGNALIZED DRIVEWAY AMAZON EMPLOYEE iiiiiiiiiSIGNALIZED DRIVEWAY • PROPOSED PRIVATE • LOT C=30.00 AC I SUBDIVISION WAY = Of D=0.37 AC LOT A=27.02 AC -� Yam. � �..�• o ,::.�+ ;� �. � r� "C7, • t �...._.....:..... EXISTING 3-STORY+400,000 SF OFFICE BUILDING TO REMAIN °;' o \ RELOCATED 1,500 PARKING SPACES " o _•••_•••_•••_•••�;l\ ,ni WY ...�..:.� _ SOLAR FARMIIIIIIIIIIIIIIIIIIIIJ ., I . i �� .I �r r fIIIIIIIIIIIIIIInIIIIIIIIIIIIInIIII1IIIIII1inIIIIIIII17111�1 nIIIIIIIIIIIIIIIIIIIInIk1111IIIIIiIIIIIIIniiiiiiIIIIIIIIIIIIioiiiiIIIIIIIIIIIIiiit 0;_ n(IIIIIIIIIIIII IIIIIIIIIIIII Illllllllllll Illlllllfllil�l n IIIIIIIIIIIIIIIIIIII 1111 I{IIII'Ililiflllllll h IIIIIIIIIIIIIIIIIII h IIIIIIIIIIIIIIIIIII� G I � 11 LLLLLLLLLL 4 a - Date Description No. �' �CIIIIIIIIIIIIIII�IIIIIIIIIIGII�III:flllllllll�lllllll#�IIII� ono do \ U9 iflul 11111 1 a REVISIONS b Q � \\ 0 1 �. i a �....\.......... SIGNATURE El 0 .I JOHN PLANTE ................, r ��.� III � .. .. ........ .. �...............................�................................. 1 �,.....�� .. ... ... ..... ...� _�. =: PROFESSIONAL ENGINEER MA LIc.No.38118 ...... \........... l ....... \........... 1 A A : LANEA/V Langan Engineering and � 9 9 9 b \ EnvironmentalServicesInc. 1 ♦ / 888 Boylston Street Suite 510 ............. .� � _- Boston,MA 21 � �. ....................................�.� � � •.. :• -a T:800.952.6426 www.langan.com �............\.............. � � � Project o% ......... ........ ♦ �• 1600 OSGOOD STREET E ♦♦ I I-..- NORTH ANDOVER MASSACHUSETTS i � - -.._JJI,` Drawing Title \ �.,-... --- -..., MAP 34 LOT 1e Now OR FOMMMY .y ,D 8 &MASSArx219 T RA F F I C .. .. .. .. .. .. .. � DEED BOOR 1851 PAGE 219 POS HO.T ROAD [�09♦ SITE PLAN Project No. Drawing No. 140182701 Date ♦` CS 100 � MARCH 2O20 �• w 61 150 0 50 1DD 150 Drawn By Fii� RJS FOR PERMIT ONLY,NOT FOR CONSTRUCTION SCALE IN FEET Checked By p NLK I Sheet of a Filename'.\\langan.wm\datalNHVldata7\140182701\Project Data1CAD\01\SheetFiles\Civil1140182701-CS100-0101-Traffic.dwg Dale:3/11/2020 Tim,'.23'.00 User:Ima—Style Table'.Langan.slb Lapul:CS100 a 1 2 3 4 r, J. 0 A FRI AW • y r i uu�W • r r r d , B � ® r r r C r e t P • r r uw� owe D • • • a, �� 1 a r • r r t, V r Project Drawing Title Project No. Drawing No. LAIVEiA TRAFFIC 140182701 Langan Engineering and 1600 OSGOOD STREET Date / / Environmental Services,Inc. MITIGATION 03 12 2020 555 Lon Wharf Drive Drawn By TM-1 -M New Haven,CT 06511 MEASURES CJM J Checked By 00 T:203.562.5771 F:203.789.6142 www.langan.com NORTH ANDOVER MASSACHUSETTS I I LAM Sheet 1 of 1 0 Filename:\\langan.com\data\NHV\data7\1 40182701\Project Data\CAD\01\SheetFiles\Traffic\140182701-Traffic Mitigation Aerial.dwg Date:3/13/2020 Time:11:51 User:Imauro Style Table:Langan.stb Layout:TM-1 2 3 4 5 6 7 8 MODIFY EXISTING TRAFFIC SIGNAL 14 A ------- OSGOOD STREET(ROUTE 125) 4"SWL,10'STRIPE WITH 30'SKIP OSGOOD STREET(ROUTE 125) —610'LANE SHIFT TAPER FOR 55 MPH DESIGN SPEED 1-.100'BUFFER 0 > TIE INTO EXISTING STRIPING 4*D 0 X 0 _2'SH. 4"SWL 4"DYL —12' => r_I , — WIDE CONCRETE ISLANDA iiiiii -\ I'l 12' MATCH EXISTING CURB RELOCATE MAINTAIN EXISTING DRAINAGE —V SHE LIGHT POLE RELOCATE STRUCTURES&UTILITIES CATCH BASIN ------------ i�iiM R40' I G MAINTAIN EXISTING 6'WIDEJ EXISTING 21'WIDE 4-SWL,10'STRIPE] BUS DROP-OFF AREA WITH 30'SKIP CONCRETE SIDEWALK GRANITE CURB ERADICATE CONFLICTING PAVEMENT MARKINGS WITHIN LIMITS OF RESTRIPING .......... 4 z B A PAINTED WHITE PAVEMENT MARKING(TYP.) 3'EX.SH,_ 12' C 4'SWL50'LEFT-TURN LANE STORAGE 4"SWIL,3'STRIPE z Lu I 11 Rl ZOO R1211' ' U.� WITH 9'SKIP 12' =4- 1 Rl 11881L Rl 176 40', ———-—————- ------- ———-—— 0'440' TAPER GRANITE CURB RELOCATE/RESET EXISTING SIGNAGE&UTILITIES WITA LIMITS OF WIDENING.AS REQUIRED S 4' 10'STRIII E ERADICATE CON CTING PAVEMENT MARKINGS Rl Date Description No. WITH 30'SKIP ........... WITHIN IJMITS OF WIDENING/RESTRIPING 00 R1976'A PLI R2 0' GRANITE ftftQ%,,�CURE3 REVISIONS LIMITS OF WIDENING(TYP.) MATCH EXISTING TIE INTO CURB waft TIE INTO EXISTING EXISTING STRIPING ,�� STRIPING 4*SWI,3'STRIPE WITH 9'SKIP D SIGNATURE DATE SIGNED -------- • LANGAN Langan Engineering and Environmental Services,Inc. 555 Long Wharf Drive New Haven,CT 06511 ERADICATE CONFLICTING PAINTED MITE PAVEMENT MARKINGS PAVEMENT WITHIN LIMITS OF T:203.562.5771 F:203.789.6142 www.langan.com MARKING(TYP.) RESTRIPING,AS REQUIRED 12"WIDE PAINTED Project J. STOP BAR 1600 OSGOOD STREET A", E R40'e8 NORTH ANDOVER MASSACHUSETTS ftft R40u, Drawing Title EXIS�ING IIIIIIIII�7ftft TRAFFIC SIGNAL CONCEPTUAL MODIFY PROPOSED 5 FT` .............. 0SG00DSr&fr(,V0Ur -SITE CONCRETE SIDE#ALK ftft R40' OFF 125) GRANITE CURB IMPROVEMENTS (TYP ------------- T'— m t) Project No. Drawing No. 140182701 Date MARCH 2020 KO 01 40 0 10 25 40 Drawn By I CJM F �71 III _IJ SCALE IN FEET Checked By LAM Sheet 1 of 2 Fil,nam,:\\Iangan.-\dala\NHV\0alaAl4Cl82701\Pr,j,,tData\CAD\Ol\Sh,,tFiles\Traffi,\140182701-KO101-010l.dwg Dat,:3/12/2020 Time:1359 User rs,hii,hting StyleTabb:Lang­stb Layout K0101 1 2 3 4 5 6 7 8 Q 42 V A -�� COAft6N^nav MrH�trgr� v v �csr B OSGOW_ /ply� �. .�:a.... OS(JOOD57REET WOU71E 125) a F � ------------ \. I o .... �..... .. COMBINATION(2 MPH DESIGN SPED)92... M ------------------- -------------- h r c _\ Z� t Date Description No. REVISIONS o, OSCOODSTREET :................................................. .. ......... ........ (RO«125) OSGOOD SMEET HOME 125) p — — — _ P SIGNATURE DATE SIGNED ,.. ASSENCER CAR ISD z 535' ::� €:..:........... (56 MPH DESIGN SPEED ............................... ....... :.......� '-- ., .. .............................................................................................................................. SINGLE-UNR TRUCK ISD=:700' ................�� :.,...... ... � .. ............................................................................................................................................................................... DE41CN SPEED)- �.."., ---------------------------- ................... ......................................................................... y ' ..` SINGLE-UNIT TRUCK ISD=765' ,.. �,����� � �', ,- (52 MPH DESIGN SPEED) LANGAN Langan Engineering and Environmental Services,I 555 Long Wharf Drive New Haven CT 06511 _.--... c y _ ,,,,,,,,,,,,,,, ,.......:............................ �'► T:203.562.5771 F:203.789.6142 www.langan.com b.- Project 1600 OSGOOD STREET E NORTH ANDOVER MASSACHUSETTS Drawing Title INTERSECTION SIGHT DISTANCE PLAN Project No. Drawing No. 140182701 Date 07/19/2019 K0102 Drawn By 50 0 25 50 F CJM SCALE:1 INCH=50 FEET Checked By LAM Sheet 2 of 2 Filename\\Iangan.c.mldatalNHVltlata7\140182701\Projec(Data\CAD\01\SheetFilee\Tmffic1140182201-KO101-0101.tlwg Date-V24/2019 Time-11'12 Use,'.Imaum Style Table-Langan.stb Layout K0102 Appendix B Traffic Count Data Weekday Turning Movement Count Data* Automatic Traffic Recorder Data Seasonal Adjustment Worksheet MVPC Growth Rate Data ITE Office Building Daily Trip Generation Table Tenant Provided Trip Generation Summary Chart Journey to Work Data Provided under separate cover LA/VfiA /V Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars-Trucks-Buses-Tractor Trailer Osgood St Osgood St Sutton St From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 87 40 1 25 47 2 202 06:15 AM 148 68 1 41 64 7 329 06:30 AM 186 95 3 51 86 17 438 06:45 AM 163 131 5 59 89 11 458 Total 584 334 10 176 286 37 1427 07:00 AM 211 138 8 63 82 12 514 07:15 AM 248 151 19 80 91 19 608 07:30 AM 250 216 17 106 124 7 720 07:45 AM 222 262 18 96 113 8 719 Total 931 767 62 345 410 46 2561 08:00 AM 223 227 10 88 107 10 665 08:15 AM 195 238 10 83 97 6 629 08:30 AM 178 208 17 83 106 10 602 08:45 AM 125 153 14 112 92 9 505 Total 721 826 51 366 402 35 2401 Grand Total 2236 1927 123 887 1098 118 6389 Apprch% 53.7 46.3 12.2 87.8 90.3 9.7 Total% 35 30.2 1.9 13.9 17.2 1.8 Cars 2166 1917 122 837 1079 116 6237 %Cars 96.9 99.5 99.2 94.4 98.3 98.3 97.6 Trucks 31 2 1 18 10 0 62 %Trucks 1.4 0.1 0.8 2 0.9 0 1 Buses 30 7 0 25 3 2 67 %Buses 1.3 0.4 0 2.8 0.3 1.7 1 Tractor Trailer 9 1 0 7 6 0 23 %Tractor Trailer 0.4 0.1 0 0.8 0.5 0 0.4 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St Sutton St From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 250 216 466 17 106 123 124 7 131 720 07:45 AM 222 262 484 18 96 114 113 8 121 719 08:00 AM 223 227 450 10 88 98 107 10 117 665 08:15 AM 195 238 433 10 83 93 97 6 103 629 Total Volume 890 943 1833 55 373 428 441 31 472 2733 %App.Total 48.6 51.4 12.9 87.1 93.4 6.6 PHF .890 .900 .947 .764 .880 .870 .889 .775 .901 .949 Cars 874 939 1813 55 354 409 434 31 465 2687 %Cars 98.2 99.6 98.9 100 94.9 95.6 98.4 100 98.5 98.3 Trucks 9 2 11 0 7 7 3 0 3 21 %Trucks 1.0 0.2 0.6 0 1.9 1.6 0.7 0 0.6 0.8 Buses 5 2 7 0 5 5 0 0 0 12 %Buses 0.6 0.2 0.4 0 1.3 1.2 0 0 0 0.4 Tractor Trailer 2 0 2 0 7 7 4 0 4 13 %Tractor Trailer 0.2 0 0.1 0 1.9 1.6 0.9 0 0.8 0.5 Osgood St Out In Total 788 1813 2601 10 11 21 5 7 12 11 2 13 814 1833 2647 939 874 2 9 2 5 0 2 943 890 Ri ht Thru Peak Hour Data -O')�NItO (U Lr) ti O� CO O It North }' M O N a Peak Hour Begins at 07:30 AM U) CO f` J C C� It o- _ Cars O O O � co M � Trucks �NNOco Buses OTractor Trailer Left Thru 55 354 0 7 0 5 0 7 55 373 905 409 1314 9 7 16 5 5 10 2 7 9 921 428 1349 Out In Total Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Osgood St Sutton St From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:15 AM 07:15 AM +0 mins. 250 216 466 19 80 99 91 19 110 +15 mins. 222 262 484 17 106 123 124 7 131 +30 mins. 223 227 450 18 96 114 113 8 121 +45 mins. 195 238 433 10 88 98 107 10 117 Total Volume 890 943 1833 64 370 434 435 44 479 %App.Total 48.6 51.4 14.7 85.3 90.8 9.2 PHF .890 .900 .947 .842 .873 .882 .877 .579 .914 Cars 874 939 1813 64 352 416 429 44 473 %Cars 98.2 99.6 98.9 100 95.1 95.9 98.6 100 98.7 Trucks 9 2 11 0 7 7 5 0 5 %Trucks 1 0.2 0.6 0 1.9 1.6 1.1 0 1 Buses 5 2 7 0 5 5 0 0 0 %Buses 0.6 0.2 0.4 0 1.4 1.2 0 0 0 Tractor Trailer 2 0 2 0 6 6 1 0 1 %Tractor Trailer 0.2 0 0.1 0 1.6 1.4 0.2 0 0.2 Osgood St In-Peak Hour:07:30 AM 1813 11 7 2 1833 939 874 2 9 2 5 0 2 943 890 Ri ht Thru Peak Hour Data Q LO rnLOo—Ln 65000LOo—� a) Cars Trucks 0 0 Buses o 0 0 Tractor Trailer n c I Left Thru 64 352 0 7 0 5 0 6 64 370 416 7 5 6 434 In-Peak Hour:07:15 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars Osgood St Osgood St Sutton St From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 85 40 1 25 46 2 199 06:15 AM 135 68 1 41 63 7 315 06:30 AM 170 95 3 49 85 16 418 06:45 AM 155 129 5 57 86 10 442 Total 545 332 10 172 280 35 1374 07:00 AM 207 137 8 60 81 12 505 07:15 AM 243 151 19 77 89 19 598 07:30 AM 243 214 17 100 122 7 703 07:45 AM 216 261 18 89 111 8 703 Total 909 763 62 326 403 46 2509 08:00 AM 222 226 10 86 107 10 661 08:15 AM 193 238 10 79 94 6 620 08:30 AM 177 208 16 74 104 10 589 08:45 AM 120 150 14 100 91 9 484 Total 712 822 50 339 396 35 2354 Grand Total 2166 1917 122 837 1079 116 6237 Apprch% 53 47 12.7 87.3 90.3 9.7 Total% 34.7 30.7 2 13.4 17.3 1.9 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St Sutton St From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 243 214 457 17 100 117 122 7 129 703 07:45 AM 216 261 477 18 89 107 111 8 119 703 08:00 AM 222 226 448 10 86 96 107 10 117 661 08:15 AM 193 238 431 10 79 89 94 6 100 620 Total Volume 874 939 1813 55 354 409 434 31 465 2687 %App.Total 48.2 51.8 13.4 86.6 93.3 6.7 PHF .899 .899 .950 .764 .885 .874 .889 .775 .901 .956 Osgood St Out In Total 788 F 2601 939 874 Ri ht Thru Peak Hour Data F0 LO o� North - CEO a) 0 Peak Hour Begins at 07:30 AM � 1c, � U) Cars O Left Thru 55 354 905 409 1314 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:15 AM 07:15 AM +0 mins. 243 214 457 19 77 96 89 19 108 +15 mins. 216 261 477 17 100 117 122 7 129 +30 mins. 222 226 448 18 89 107 111 8 119 +45 mins. 193 238 431 10 86 96 107 10 117 Total Volume 874 939 1813 64 352 416 429 44 473 %App.Total 48.2 51.8 15.4 84.6 90.7 9.3 PHF .899 .899 .950 .842 .880 .889 .879 .579 .917 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:07:30 AM 1813 939 874 Ri ht Thru 4-7 Peak Hour Data Q LO North O ti J C O o= }, Cars aa) o_ c Left Thru 64 352 416 In-Peak Hour:07:15 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Trucks Osgood St Osgood St Sutton St From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 0 0 0 0 0 0 0 06:15 AM 5 0 0 0 1 0 6 06:30 AM 3 0 0 2 0 0 5 06:45 AM 4 0 0 2 0 0 6 Total 12 0 0 4 1 0 17 07:00 AM 1 0 0 3 1 0 5 07:15 AM 5 0 0 1 2 0 8 07:30 AM 5 1 0 1 2 0 9 07:45 AM 3 0 0 4 1 0 8 Total 14 1 0 9 6 0 30 08:00 AM 0 1 0 1 0 0 2 08:15 AM 1 0 0 1 0 0 2 08:30 AM 0 0 1 2 2 0 5 08:45 AM 4 0 0 1 1 0 6 Total 5 1 1 5 3 0 15 Grand Total 31 2 1 18 10 0 62 Apprch% 93.9 6.1 5.3 94.7 100 0 Total% 50 3.2 1.6 29 16.1 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St Sutton St From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 1 0 1 0 3 3 1 0 1 5 07:15 AM 5 0 5 0 1 1 2 0 2 8 07:30 AM 5 1 6 0 1 1 2 0 2 g 07:45 AM 3 0 3 0 4 4 1 0 1 8 Total Volume 14 1 15 0 9 9 6 0 6 30 %App.Total 93.3 6.7 0 100 100 0 PHF .700 .250 .625 .000 .563 .563 .750 .000 .750 .833 Osgood St Out In Total 15 15F 30 1 14 Ri ht Thru ti Peak Hour Data 0 o North � a) o Peak Hour Begins at 07:00 AM o� U) T Trucks O Left Thru 0 9 14 9 23 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:45 AM 07:00 AM 07:00 AM +0 mins. 4 0 4 0 3 3 1 0 1 +15 mins. 1 0 1 0 1 1 2 0 2 +30 mins. 5 0 5 0 1 1 2 0 2 +45 mins. 5 1 6 0 4 4 1 0 1 Total Volume 15 1 16 0 9 9 6 0 6 %App.Total 93.8 6.2 0 100 100 0 PHF .750 .250 .667 .000 .563 .563 .750 .000 .750 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:06:45 AM 16 1 15 Ri ht Thru 4-7 Peak Hour Data Q O r:-� co North O C.0 J C C o= o Trucks U) aa) E o_ c Left Thru 0 9 9 In-Peak Hour:07:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Grou s Printed-Tractor Trailer Osgood St Osgood St Sutton St From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 2 0 0 0 0 0 2 06:15 AM 1 0 0 0 0 0 1 06:30 AM 0 0 0 0 1 0 1 06:45 AM 1 0 0 0 1 0 2 Total 4 0 0 0 2 0 6 07:00 AM 2 0 0 0 0 0 2 07:15 AM 0 0 0 0 0 0 0 07:30 AM 1 0 0 2 0 0 3 07:45 AM 1 0 0 3 1 0 5 Total 4 0 0 5 1 0 10 08:00 AM 0 0 0 1 0 0 1 08:15 AM 0 0 0 1 3 0 4 08:30 AM 1 0 0 0 0 0 1 08:45 AM 0 1 0 0 0 0 1 Total 1 1 0 2 3 0 7 Grand Total 9 1 0 7 6 0 23 Apprch% 90 10 0 100 100 0 Total% 39.1 4.3 0 30.4 26.1 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St Sutton St From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 1 0 1 0 2 2 0 0 0 3 07:45 AM 1 0 1 0 3 3 1 0 1 5 08:00 AM 0 0 0 0 1 1 0 0 0 1 08:15 AM 0 0 0 0 1 1 3 0 3 4 Total Volume 2 0 2 0 7 7 4 0 4 13 %App.Total 100 0 0 100 100 0 PHF .500 .000 .500 .000 .583 .583 .333 .000 .333 .650 Osgood St Out In Total 11 0F 13 0 2 Ri ht Thru Peak Hour Data 0 North U) o Peak Hour Begins at 07:30 AM o� U) o Tractor Trailer O Left Thru 0 7 0 7 0 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:00 AM 07:30 AM 07:30 AM +0 mins. 2 0 2 0 2 2 0 0 0 +15 mins. 1 0 1 0 3 3 1 0 1 +30 mins. 0 0 0 0 1 1 0 0 0 +45 mins. 1 0 1 0 1 1 3 0 3 Total Volume 4 0 4 0 7 7 4 0 4 %App.Total 100 0 0 100 100 0 PHF .500 .000 .500 .000 .583 .583 .333 .000 .333 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:06:00 AM 0 4 Ri ht Thru 4-7 Peak Hour Data Q O M r:-� North o= o Tractor Trailer U) aa) o_ c Left Thru 0 7 7 In-Peak Hour:07:30 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Buses Osgood St Osgood St Sutton St From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 0 0 0 0 1 0 1 06:15 AM 7 0 0 0 0 0 7 06:30 AM 13 0 0 0 0 1 14 06:45 AM 3 2 0 0 2 1 8 Total 23 2 0 0 3 2 30 07:00 AM 1 1 0 0 0 0 2 07:15 AM 0 0 0 2 0 0 2 07:30 AM 1 1 0 3 0 0 5 07:45 AM 2 1 0 0 0 0 3 Total 4 3 0 5 0 0 12 08:00 AM 1 0 0 0 0 0 1 08:15 AM 1 0 0 2 0 0 3 08:30 AM 0 0 0 7 0 0 7 08:45 AM 1 2 0 11 0 0 14 Total 3 2 0 20 0 0 25 Grand Total 30 7 0 25 3 2 67 Apprch% 81.1 18.9 0 100 60 40 Total% 44.8 10.4 0 37.3 4.5 3 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St Sutton St From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:15 AM 06:15 AM 7 0 7 0 0 0 0 0 0 7 06:30 AM 13 0 13 0 0 0 0 1 1 14 06:45 AM 3 2 5 0 0 0 2 1 3 8 07:00 AM 1 1 2 0 0 0 0 0 0 2 Total Volume 24 3 27 0 0 0 2 2 4 31 %App.Total 88.9 11.1 0 0 50 50 PHF .462 .375 .519 .000 .000 .000 .250 .500 .333 .554 Osgood St Out In Total 02 27F 29 3 24 Ri ht Thru ti Peak Hour Data 0 North U) J o Peak Hour Begins at 06:15 AM U) M Buses O Left Thru 0 0 26 0 26 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:15 AM 08:00 AM 06:00 AM +0 mins. 7 0 7 0 0 0 1 0 1 +15 mins. 13 0 13 0 2 2 0 0 0 +30 mins. 3 2 5 0 7 7 0 1 1 +45 mins. 1 1 2 0 11 11 2 1 3 Total Volume 24 3 27 0 20 20 3 2 5 %App.Total 88.9 11.1 0 100 60 40 PHF .462 .375 .519 .000 .455 .455 .375 .500 .417 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:06:15 AM 27 3 24 Ri ht Thru 4-7 Peak Hour Data Q O �6 co North O LO J C C O= N Buses N E n C Left Thru 0 20 20 In-Peak Hour:08:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Bikes Peds Osgood St Osgood St Sutton St From North From South From West Start Time Thru Right Peds Left Thru Peds Left Right Peds Exclu.Total Inclu.Total Int.Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 Apprch% 0 0 0 0 0 0 Total% 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St Sutton St From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Osgood St Out In Total F 0 DO F 0 0 0 Ri ht Thru Peak Hour Data 0 0 o North o J o Peak Hour Begins at 06:00 AM o� o Bikes Peds O I Left Thru 0 0 0 0 0 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:00 AM 06:00 AM 06:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:06:00 AM 0 0 0 Ri ht Thru 4-7 Peak Hour Data Q O �6 O North O ) C C o= o Bikes Peds aa) E o_ c Left Thru 0 0 0 In-Peak Hour:06:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars-Trucks-Buses-Tractor Trailer Osgood St Osgood St Sutton St From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 128 97 18 227 165 11 646 04:15 PM 125 120 25 199 159 16 644 04:30 PM 105 142 10 211 190 9 667 04:45 PM 115 140 8 241 175 12 691 Total 473 499 61 878 689 48 2648 05:00 PM 115 139 17 248 188 15 722 05:15 PM 124 118 8 228 217 11 706 05:30 PM 101 97 12 243 190 10 653 05:45 PM 88 105 12 214 176 11 606 Total 428 459 49 933 771 47 2687 06:00 PM 86 108 20 200 162 6 582 06:15 PM 90 90 13 194 125 4 516 06:30 PM 75 73 13 159 102 12 434 06:45 PM 70 69 6 169 115 7 436 Total 321 340 52 722 504 29 1968 Grand Total 1222 1298 162 2533 1964 124 7303 Apprch% 48.5 51.5 6 94 94.1 5.9 Total% 16.7 17.8 2.2 34.7 26.9 1.7 Cars 1213 1294 162 2508 1951 124 7252 %Cars 99.3 99.7 100 99 99.3 100 99.3 Trucks 3 1 0 6 3 0 13 %Trucks 0.2 0.1 0 0.2 0.2 0 0.2 Buses 2 0 0 14 3 0 19 %Buses 0.2 0 0 0.6 0.2 0 0.3 Tractor Trailer 4 3 0 5 7 0 19 %Tractor Trailer 0.3 0.2 0 0.2 0.4 0 0.3 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St Sutton St From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 105 142 247 10 211 221 190 9 199 667 04:45 PM 115 140 255 8 241 249 175 12 187 691 05:00 PM 115 139 254 17 248 265 188 15 203 722 05:15 PM 124 118 242 8 228 236 217 11 228 706 Total Volume 459 539 998 43 928 971 770 47 817 2786 %App.Total 46 54 4.4 95.6 94.2 5.8 PHF .925 .949 .978 .632 .935 .916 .887 .783 .896 .965 Cars 456 537 993 43 924 967 760 47 807 2767 %Cars 99.3 99.6 99.5 100 99.6 99.6 98.7 100 98.8 99.3 Trucks 0 1 1 0 1 1 3 0 3 5 %Trucks 0 0.2 0.1 0 0.1 0.1 0.4 0 0.4 0.2 Buses 0 0 0 0 2 2 2 0 2 4 %Buses 0 0 0 0 0.2 0.2 0.3 0 0.2 0.1 Tractor Trailer 3 1 4 0 1 1 5 0 5 10 %Tractor Trailer 0.7 0.2 0.4 0 0.1 0.1 0.6 0 0.6 0.4 Osgood St Out In Total 1684 993 2677 4 1 5 4 0 4 6 4 10 1698 998 2696 537 456 1 0 0 0 1 3 539 459 Ri ht Thru Peak Hour Data -f`"tNcOO� (a co O� 0 00 00 O co N LO O North }' I-M N ti � ti�� Peak Hour Begins at 04:30 PM C0 O J C: C CO 00 -0 Cars �000r--� Tucks U) O O N Buses O00 � Tractor Trailer I Left Thru 43 924 0 1 0 2 0 1 43 928 503 967 1470 0 1 1 0 2 2 3 1 4 506 971 1477 Out In Total Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Osgood St Sutton St From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:45 PM 04:45 PM +0 mins. 125 120 245 8 241 249 175 12 187 +15 mins. 105 142 247 17 248 265 188 15 203 +30 mins. 115 140 255 8 228 236 217 11 228 +45 mins. 115 139 254 12 243 255 190 10 200 Total Volume 460 541 1001 45 960 1005 770 48 818 %App.Total 46 54 4.5 95.5 94.1 5.9 PHF .920 .952 .981 .662 .968 .948 .887 .800 .897 Cars 455 539 994 45 957 1002 761 48 809 %Cars 98.9 99.6 99.3 100 99.7 99.7 98.8 100 98.9 Trucks 1 0 1 0 2 2 3 0 3 %Trucks 0.2 0 0.1 0 0.2 0.2 0.4 0 0.4 Buses 1 0 1 0 0 0 2 0 2 %Buses 0.2 0 0.1 0 0 0 0.3 0 0.2 Tractor Trailer 3 2 5 0 1 1 4 0 4 %Tractor Trailer 0.7 0.4 0.5 0 0.1 0.1 0.5 0 0.5 Osgood St In-Peak Hour:04:15 PM 994 1 1 5 1001 539 455 0 1 0 1 2 3 541 460 Ri ht Thru Peak Hour Data LO r CO N�O }'�oMN�oo r- tiJ� Cars Trucks o co 0 Buses CO o 0 0 CO Tractor Trailer n c I Left Thru 45 957 0 2 0 0 0 1 45 960 1002 2 0 1 1005 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars Osgood St Osgood St Sutton St From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 126 96 18 222 162 11 635 04:15 PM 123 119 25 190 159 16 632 04:30 PM 105 142 10 209 189 9 664 04:45 PM 113 139 8 241 173 12 686 Total 467 496 61 862 683 48 2617 05:00 PM 114 139 17 247 187 15 719 05:15 PM 124 117 8 227 211 11 698 05:30 PM 100 97 12 242 190 10 651 05:45 PM 88 105 12 212 176 11 604 Total 426 458 49 928 764 47 2672 06:00 PM 85 108 20 200 162 6 581 06:15 PM 90 90 13 192 125 4 514 06:30 PM 75 73 13 159 102 12 434 06:45 PM 70 69 6 167 115 7 434 Total 320 340 52 718 504 29 1963 Grand Total 1213 1294 162 2508 1951 124 7252 Apprch% 48.4 51.6 6.1 93.9 94 6 Total% 16.7 17.8 2.2 34.6 26.9 1.7 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St Sutton St From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 105 142 247 10 209 219 189 9 198 664 04:45 PM 113 139 252 8 241 249 173 12 185 686 05:00 PM 114 139 253 17 247 264 187 15 202 719 05:15 PM 124 117 241 8 227 235 211 11 222 698 Total Volume 456 537 993 43 924 967 760 47 807 2767 %App.Total 45.9 54.1 4.4 95.6 94.2 5.8 PHF .919 .945 .981 .632 .935 .916 .900 .783 .909 .962 Osgood St Out In Total 1684 F 2677 537 456 Ri ht Thru Peak Hour Data FU 00 o� O North U) O O J 0 Peak Hour Begins at 04:30 PM :3 U) O Cars OM I Left Thru 43 924 503 967 1470 Out In Total n-qnnnd St Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:45 PM 05:00 PM +0 mins. 123 119 242 8 241 249 187 15 202 +15 mins. 105 142 247 17 247 264 211 11 222 +30 mins. 113 139 252 8 227 235 190 10 200 +45 mins. 114 139 253 12 242 254 176 11 187 Total Volume 455 539 994 45 957 1002 764 47 811 %App.Total 45.8 54.2 4.5 95.5 94.2 5.8 PHF .925 .949 .982 .662 .969 .949 .905 .783 .913 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:04:15 PM 994 539 455 ROM Thru 4-7 Peak Hour Data O o North L6 U) ti a� i� J C O co o= }, Cars aa) o_ c Left Thru 45 957 1002 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Trucks Osgood St Osgood St Sutton St From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 1 0 0 1 0 0 2 04:15 PM 1 0 0 0 0 0 1 04:30 PM 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 1 0 1 Total 2 0 0 1 1 0 4 05:00 PM 0 0 0 1 1 0 2 05:15 PM 0 1 0 0 1 0 2 05:30 PM 1 0 0 1 0 0 2 05:45 PM 0 0 0 1 0 0 1 Total 1 1 0 3 2 0 7 06:00 PM 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 0 0 06:30 PM 0 0 0 0 0 0 0 06:45 PM 0 0 0 2 0 0 2 Total 0 0 0 2 0 0 2 Grand Total 3 1 0 6 3 0 13 Apprch% 75 25 0 100 100 0 Total% 23.1 7.7 0 46.2 23.1 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St Sutton St From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 0 1 0 1 1 05:00 PM 0 0 0 0 1 1 1 0 1 2 05:15 PM 0 1 1 0 0 0 1 0 1 2 05:30 PM 1 0 1 0 1 1 0 0 0 2 Total Volume 1 1 2 0 2 2 3 0 3 7 %App.Total 50 50 0 100 100 0 PHF .250 .250 .500 .000 .500 .500 .750 .000 .750 .875 Osgood St Out In Total 05 2 07 1 1 Ri ht Thru Peak Hour Data 0 North U) o Peak Hour Begins at 04:45 PM o� U) Trucks O I Left Thru 0 2 0 2 0 Out In Total n-qnnnd St Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 05:00 PM 04:30 PM +0 mins. 1 0 1 0 1 1 0 0 0 +15 mins. 1 0 1 0 0 0 1 0 1 +30 mins. 0 0 0 0 1 1 1 0 1 +45 mins. 0 0 0 0 1 1 1 0 1 Total Volume 2 0 2 0 3 3 3 0 3 %App.Total 100 0 0 100 100 0 PHF .500 .000 .500 .000 .750 .750 .750 .000 .750 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:04:00 PM 0 0 2 Ri ht Thru 4-7 Peak Hour Data O North U O J C C o= o Trucks U) aa) o_ c Left Thru 0 3 3 In-Peak Hour:05:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Grou s Printed-Tractor Trailer Osgood St Osgood St Sutton St From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 1 1 0 0 2 0 4 04:15 PM 0 1 0 2 0 0 3 04:30 PM 0 0 0 0 1 0 1 04:45 PM 2 1 0 0 1 0 4 Total 3 3 0 2 4 0 12 05:00 PM 1 0 0 0 0 0 1 05:15 PM 0 0 0 1 3 0 4 05:30 PM 0 0 0 0 0 0 0 05:45 PM 0 0 0 1 0 0 1 Total 1 0 0 2 3 0 6 06:00 PM 0 0 0 0 0 0 0 06:15 PM 0 0 0 1 0 0 1 06:30 PM 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 Total 0 0 0 1 0 0 1 Grand Total 4 3 0 5 7 0 19 Apprch% 57.1 42.9 0 100 100 0 Total% 21.1 15.8 0 26.3 36.8 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St Sutton St From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 1 1 2 0 0 0 2 0 2 4 04:15 PM 0 1 1 0 2 2 0 0 0 3 04:30 PM 0 0 0 0 0 0 1 0 1 1 04:45 PM 2 1 3 0 0 0 1 0 1 4 Total Volume 3 3 6 0 2 2 4 0 4 12 %App.Total 50 50 0 100 100 0 PHF .375 .750 .500 .000 .250 .250 .500 .000 .500 .750 Osgood St Out In Total © 6F 12 3 3 Ri ht Thru ti Peak Hour Data 0 North o Peak Hour Begins at 04:00 PM o� U) M Tractor Trailer O I Left Thru 0 2 0 2 0 Out In Total n-qnnnd St Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:30 PM +0 mins. 1 1 2 0 0 0 1 0 1 +15 mins. 0 1 1 0 2 2 1 0 1 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 2 1 3 0 0 0 3 0 3 Total Volume 3 3 6 0 2 2 5 0 5 %App.Total 50 50 0 100 100 0 PHF .375 .750 .500 .000 .250 .250 .417 .000 .417 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:04:00 PM 3 3 Ri ht Thru 4-7 Peak Hour Data O M 4 LO North O LO J o= o Tractor Trailer U) aa) o_ c Left Thru 0 2 2 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Buses Osgood St Osgood St Sutton St From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 0 0 0 4 1 0 5 04:15 PM 1 0 0 7 0 0 8 04:30 PM 0 0 0 2 0 0 2 04:45 PM 0 0 0 0 0 0 0 Total 1 0 0 13 1 0 15 05:00 PM 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 2 0 2 05:30 PM 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 Total 0 0 0 0 2 0 2 06:00 PM 1 0 0 0 0 0 1 06:15 PM 0 0 0 1 0 0 1 06:30 PM 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 Total 1 0 0 1 0 0 2 Grand Total 2 0 0 14 3 0 19 Apprch% 100 0 0 100 100 0 Total% 10.5 0 0 73.7 15.8 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St Sutton St From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 4 4 1 0 1 5 04:15 PM 1 0 1 0 7 7 0 0 0 g 04:30 PM 0 0 0 0 2 2 0 0 0 2 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 1 0 1 0 13 13 1 0 1 15 %App.Total 100 0 0 100 100 0 PHF .250 .000 .250 .000 .464 .464 .250 .000 .250 .469 Osgood St Out In Total 14 1F 15 0 1 Ri ht Thru Peak Hour Data 0 North U J o Peak Hour Begins at 04:00 PM o� U) o Buses O I Left Thru 0 13 0 13 14 Out In Total n-qnnnd St Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:30 PM +0 mins. 0 0 0 0 4 4 0 0 0 +15 mins. 1 0 1 0 7 7 0 0 0 +30 mins. 0 0 0 0 2 2 0 0 0 +45 mins. 0 0 0 0 0 0 2 0 2 Total Volume 1 0 1 0 13 13 2 0 2 %App.Total 100 0 0 100 100 0 PHF .250 .000 .250 .000 .464 .464 .250 .000 .250 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:04:00 PM 0 0 1 ROM Thru 4-7 Peak Hour Data O co 4 �,�� North U)O N J C C o= o Buses aa) E o_ Left Thru 0 13 13 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Bikes Peds Osgood St Osgood St Sutton St From North From South From West Start Time Thru Right Peds Left Thru Peds Left Right Peds Exclu.Total Inclu.Total Int.Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 1 0 0 0 1 1 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 1 0 0 0 1 1 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 1 0 0 0 1 1 Apprch% 0 0 0 0 100 0 Total% 0 0 0 0 100 0 0 100 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St Sutton St From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 1 0 1 1 Total Volume 0 0 0 0 0 0 1 0 1 1 %App.Total 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .000 .250 .000 .250 .250 Osgood St Out In Total 0 DO 0 0 0 ROM Thru Peak Hour Data 0 North C/) J 0 Peak Hour Begins at 04:30 PM o� U) o Bikes Peds O I Left Thru 0 0 0 0 0 Out In Total nqrjnnd St Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:30 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 1 0 1 Total Volume 0 0 0 0 0 0 1 0 1 %App.Total 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .000 .250 .000 .250 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010010 E/W Street:Sutton Street Site Code :27010010 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:04:00 PM 0 0 0 Ri ht Thru 4-7 Peak Hour Data 0 North U) i J C o= o Bikes Peds aa) o_ c Left Thru 0 0 0 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars-Trucks-Buses-Tractor Trailer Ward Hill Ave Industrial Ave Shelley Rd Industrial Ave From North From East From South From West Start Time Left L Thru Right Left Thru Right U-TR Left Thru Right Left Thru L Right U-TR Int.Total 06:00 AM 8 1 13 1 128 23 0 11 0 2 81 92 33 4 397 06:15 AM 3 2 18 2 168 16 0 7 1 2 80 145 19 3 466 06:30 AM 5 0 10 4 181 23 0 10 2 5 82 163 27 4 516 06:45 AM 12 0 17 4 223 26 0 24 29 2 109 183 50 7 686 Total 28 3 58 11 700 88 0 52 32 11 352 583 129 18 2065 07:00 AM 12 1 34 5 226 25 0 16 13 2 88 189 29 4 644 07:15 AM 7 1 28 8 193 17 0 17 5 5 63 261 32 10 647 07:30 AM 6 0 29 10 184 27 1 11 0 4 79 326 27 6 710 07:45 AM 12 2 38 11 198 34 1 19 5 8 84 325 26 6 769 Total 37 4 129 34 801 103 2 63 23 19 314 1101 114 26 2770 08:00 AM 16 0 19 11 185 43 3 22 6 5 97 331 32 4 774 08:15 AM 34 5 33 9 183 46 0 17 5 11 108 295 40 5 791 08:30 AM 40 5 54 7 169 45 0 29 20 9 89 239 41 8 755 08:45 AM 22 4 26 10 198 23 0 18 12 10 70 194 21 8 616 Total 112 14 132 37 735 157 3 86 43 35 364 1059 134 25 2936 Grand Total 177 21 319 82 2236 348 5 201 98 65 1030 2743 377 69 7771 Apprch% 34.2 4.1 61.7 3.1 83.7 13 0.2 55.2 26.9 17.9 24.4 65 8.9 1.6 Total% 2.3 0.3 4.1 1.1 28.8 4.5 0.1 2.6 1.3 0.8 13.3 35.3 4.9 0.9 Cars 167 18 301 76 2112 343 5 181 97 53 992 2615 359 33 7352 %Cars 94.4 85.7 94.4 92.7 94.5 98.6 100 90 99 81.5 96.3 95.3 95.2 47.8 94.6 Trucks 5 0 4 5 54 2 0 7 1 9 10 61 8 25 191 %Trucks 2.8 0 1.3 6.1 2.4 0.6 0 3.5 1 13.8 1 2.2 2.1 36.2 2.5 Buses 2 3 1 0 17 3 0 1 0 3 3 19 0 0 52 %Buses 1.1 14.3 0.3 0 0.8 0.9 0 0.5 0 4.6 0.3 0.7 0 0 0.7 Tractor Trailer 3 0 13 1 53 0 0 12 0 0 25 48 10 11 176 %Tractor Trailer 1.7 0 4.1 1.2 2.4 0 0 6 0 0 2.4 1.7 2.7 15.9 2.3 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Ward Hill Ave Industrial Ave Shelley Rd Industrial Ave From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right U-TR App.Total Left Thru Right App.Total Left Thru Right U-TR App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 12 2 38 52 11 198 34 1 244 19 5 8 32 84 325 26 6 441 769 08:00 AM 16 0 19 35 11 185 43 3 242 22 6 5 33 97 331 32 4 464 774 08:15 AM 34 5 33 72 9 183 46 0 238 17 5 11 33 108 295 40 5 448 791 08:30 AM 40 5 54 99 7 169 45 0 221 29 20 9 58 89 239 41 8 377 755 Total Volume 102 12 144 258 38 735 168 4 945 87 36 33 156 378 1190 139 23 1730 3089 %App.Total 39.5 4.7 55.8 4 77.8 17.8 0.4 55.8 23.1 21.2 21.8 68.8 8 1.3 PHF .638 .600 .667 .652 .864 .928 .913 .333 .968 .750 .450 .750 .672 .875 .899 .848 .719 .932 .976 Cars 97 11 136 244 37 705 166 4 912 80 36 28 144 366 1136 133 11 1646 2946 %Cars 95.1 91.7 94.4 94.6 97.4 95.9 98.8 100 96.5 92.0 100 84.8 92.3 96.8 95.5 95.7 47.8 95.1 95.4 Trucks 2 0 1 3 1 14 1 0 16 3 0 4 7 2 23 4 8 37 63 %Trucks 2.0 0 0.7 1.2 2.6 1.9 0.6 0 1.7 3.4 0 12.1 4.5 0.5 1.9 2.9 34.8 2.1 2.0 Buses 2 1 0 3 0 1 1 0 2 1 0 1 2 1 11 0 0 12 19 %Buses 2.0 8.3 0 1.2 0 0.1 0.6 0 0.2 1.1 0 3.0 1.3 0.3 0.9 0 0 0.7 0.6 Tractor Trailer 1 0 7 8 0 15 0 0 15 3 0 0 3 9 20 2 4 35 61 %Tractor Trailer 1.0 0 4.9 3.1 0 2.0 0 0 1.6 3.4 0 0 1.9 2.4 1.7 1.4 17.4 2.0 2.0 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Ward Hill Ave Out In Total 568 244 812 3 3 6 2 3 5 9 8 17 582 258 840 136 11 97 1 0 2 0 1 2 7 0 1 144 12 102 Ri ht Thru Left Peak Hour Data � LO—C o O rn (D r-o (00 4 o r) r) a) p �N N J -00C) O') NN—NOS Q CAN—CNI OO Peak Hour Begins at 07:45 A -4 � Q COf�N�O rL� �Irl-CY)�MM r� C ("�� �O (5 SCO ti CrCr��UI (0—M. �ONO�+� Cars M �1 1�� U) CO �'� Trucks r Cn M N O N — r CD �00LOCO Buses � 0 00--4 m N o Cn N M �O O�CO Tractor Trailer N N� N C N �O —1W—�-1� 0M0.10 W— � ��O O O� Left Thru Right 80 36 28 3 0 4 1 0 1 3 0 0 87 36 33 181 144 F 325 5 7 12 1 2 3 2 3 5 189 156 345 Out In Total Shelli-v Rd Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 06:45 AM 08:00 AM 07:30 AM +0 mins. 12 2 38 52 4 223 26 0 253 22 6 5 33 79 326 27 6 438 +15 mins. 16 0 19 35 5 226 25 0 256 17 5 11 33 84 325 26 6 441 +30 mins. 34 5 33 72 8 193 17 0 218 29 20 9 58 97 331 32 4 464 +45 mins. 40 5 54 99 10 184 27 1 222 18 12 10 40 108 295 40 5 448 Total Volume 102 12 144 258 27 826 95 1 949 86 43 35 164 368 1277 125 21 1791 %App.Total 39.5 4.7 55.8 2.8 87 10 0.1 52.4 26.2 21.3 20.5 71.3 7 1.2 PHF .638 .600 .667 .652 .675 .914 .880 .250 .927 .741 .538 .795 .707 .852 .965 .781 .875 .965 Accurate Counts 978-664-2565 Cars 97 11 136 244 24 786 94 1 905 80 43 30 153 357 1226 118 12 1713 %Cars 95.1 91.7 94.4 94.6 88.9 95.2 98.9 100 95.4 93 100 85.7 93.3 97 96 94.4 57.1 95.6 Trucks 2 0 1 3 2 13 1 0 16 3 0 4 7 3 26 4 6 39 %Trucks 2 0 0.7 1.2 7.4 1.6 1.1 0 1.7 3.5 0 11.4 4.3 0.8 2 3.2 28.6 2.2 Buses 2 1 0 3 0 13 0 0 13 1 0 1 2 1 7 0 0 8 %Buses 2 8.3 0 1.2 0 1.6 0 0 1.4 1.2 0 2.9 1.2 0.3 0.5 0 0 0.4 Tractor Trailer 1 0 7 8 1 14 0 0 15 2 0 0 2 7 18 3 3 31 %Tractor Trailer 1 0 4.9 3.1 3.7 1.7 0 0 1.6 2.3 0 0 1.2 1.9 1.4 2.4 14.3 1.7 Ward Hill Ave In-Peak Hour:07:45 AM 244 3 3 8 258 136 11 97 1 0 2 0 1 2 7 0 1 144 12 102 Ri ht Thru Left M CO Peak Hour Data LO 20 CQ M MJ cconC) CO � >O N N(0 ~CO ti w Q mM00�� N N�� Cars ��w -4 �Q M CO T- �� Trucks N���w =v rn�wwa� O co�ocOU� Buses ����o� v Tractor Trailer CO"'�`'°'�'CDD � M - oiv� O O O Left Thru Right 80 43 30 3 0 4 1 0 1 2 0 0 86 43 35 153 7 2 2 164 In-Peak Hour:08:00 AM Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars Ward Hill Ave Industrial Ave Shelley Rd Industrial Ave From North From East From South From West Start Time Left Thru Right Left Thru Right U-TR Left Thru Right Left Thru Right U-TR Int.Total 06:00 AM 7 1 12 1 117 22 0 8 0 1 80 81 32 0 362 06:15 AM 2 1 18 2 148 16 0 5 1 0 78 136 19 2 428 06:30 AM 4 0 9 4 169 23 0 7 2 4 81 153 24 2 482 06:45 AM 10 0 16 4 206 26 0 24 29 2 106 177 47 3 650 Total 23 2 55 11 640 87 0 44 32 7 345 547 122 7 1922 07:00 AM 12 1 33 3 219 25 0 14 12 2 83 176 28 2 610 07:15 AM 7 0 25 7 185 17 0 16 5 4 60 256 31 4 617 07:30 AM 6 0 27 10 176 26 1 9 0 3 76 316 26 4 680 07:45 AM 12 2 36 10 187 33 1 18 5 7 82 319 24 3 739 Total 37 3 121 30 767 101 2 57 22 16 301 1067 109 13 2646 08:00 AM 16 0 18 11 177 43 3 20 6 4 92 318 31 2 741 08:15 AM 32 4 33 9 176 45 0 16 5 10 107 273 37 3 750 08:30 AM 37 5 49 7 165 45 0 26 20 7 85 226 41 3 716 08:45 AM 22 4 25 8 187 22 0 18 12 9 62 184 19 5 577 Total 107 13 125 35 705 155 3 80 43 30 346 1001 128 13 2784 Grand Total 167 18 301 76 2112 343 5 181 97 53 992 2615 359 33 7352 Apprch% 34.4 3.7 61.9 3 83.3 13.5 0.2 54.7 29.3 16 24.8 65.4 9 0.8 Total% 2.3 0.2 4.1 1 28.7 4.7 0.1 2.5 1.3 0.7 13.5 35.6 4.9 0.4 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Ward Hill Ave Industrial Ave Shelley Rd Industrial Ave From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right U-TR App.Total Left Thru Right App.Total Left Thru Right U-TR App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 12 2 36 50 10 187 33 1 231 18 5 7 30 82 319 24 3 428 739 08:00 AM 16 0 18 34 11 177 43 3 234 20 6 4 30 92 318 31 2 443 741 08:15 AM 32 4 33 69 9 176 45 0 230 16 5 10 31 107 273 37 3 420 750 08:30 AM 37 5 49 91 7 165 45 0 217 26 20 7 53 85 226 41 3 355 716 Total Volume 97 11 136 244 37 705 166 4 912 80 36 28 144 366 1136 133 11 1646 2946 %App.Total 39.8 4.5 55.7 4.1 77.3 18.2 0.4 55.6 25 19.4 22.2 69 8.1 0.7 P H F .655 .550 .694 .670 .841 .943 .922 .333 .974 .769 .450 .700 .679 .855 .890 .811 .917 .929 .982 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Ward Hill Ave Out In Total 568 244 812 136L 11 97 7Ri ht Thru Left Peak Hour Data �0 N � (1) O C L North 5 —M. CO�, Peak Hour Begins at 07:45 A v cn COCD IV D CarsCD N 0 �ry C �o Left Thru Right 80 36 28 L144 325 Out In Total (;hpllpv Rd Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 07:45 AM 08:00 AM 07:30 AM +0 mins. 16 0 18 34 10 187 33 1 231 20 6 4 30 76 316 26 4 422 +15 mins. 32 4 33 69 11 177 43 3 234 16 5 10 31 82 319 24 3 428 +30 mins. 37 5 49 91 9 176 45 0 230 26 20 7 53 92 318 31 2 443 +45 mins. 22 4 25 51 7 165 45 0 217 18 12 9 39 107 273 37 3 420 Total Volume 107 13 125 245 37 705 166 4 912 80 43 30 153 357 1226 118 12 1713 %App.Total 43.7 5.3 51 4.1 77.3 18.2 0.4 52.3 28.1 19.6 20.8 71.6 6.9 0.7 PHF .723 .650 .638 .673 .841 .943 .922 .333 .974 .769 .538 .750 .722 .834 .961 .797 .750 .967 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Ward Hill Ave In-Peak Hour:08:00 AM 245 125 13 107 Ri ht Thru Left 4-7 Peak Hour Data Q LO CO 3 rn o �rn CO North m _ QO� ��� �30 Cn �Q L ° Cars m ry C D I Left Thru Right 80 43 30 153 In-Peak Hour:08:00 AM Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Trucks Ward Hill Ave Industrial Ave Shelley Rd Industrial Ave From North From East From South From West Start Time Left Thru Right Left Thru Ri ht U-TR Left Thru Right =LeftThru Right U-TR Int.Total 06:00 AM 0 0 1 0 5 0 0 0 0 1 0 6 1 3 17 06:15 AM 1 0 0 0 9 0 0 1 0 1 1 4 0 1 18 06:30 AM 0 0 0 0 5 0 0 1 0 1 1 6 2 2 18 06:45 AM 2 0 0 0 5 0 0 0 0 0 0 3 0 4 14 Total 3 0 1 0 24 0 0 2 0 3 2 19 3 10 67 07:00 AM 0 0 0 1 2 0 0 2 1 0 1 7 0 1 15 07:15 AM 0 0 2 1 3 0 0 0 0 0 0 4 1 3 14 07:30 AM 0 0 0 0 3 1 0 0 0 1 2 6 0 1 14 07:45 AM 0 0 1 1 7 1 0 0 0 1 0 1 1 2 15 Total 0 0 3 3 15 2 0 2 1 2 3 18 2 7 58 08:00 AM 0 0 0 0 1 0 0 1 0 1 1 9 0 1 14 08:15 AM 2 0 0 0 3 0 0 0 0 0 0 10 3 2 20 08:30 AM 0 0 0 0 3 0 0 2 0 2 1 3 0 3 14 08:45 AM 0 0 0 2 8 0 0 0 0 1 3 2 0 2 18 Total 2 0 0 2 15 0 0 3 0 4 5 24 3 8 66 Grand Total 5 0 4 5 54 2 0 7 1 9 10 61 8 25 191 Apprch% 55.6 0 44.4 8.2 88.5 3.3 0 41.2 5.9 52.9 9.6 58.7 7.7 24 Total% 2.6 0 2.1 2.6 28.3 1 0 3.7 0.5 4.7 5.2 31.9 4.2 13.1 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Ward Hill Ave Industrial Ave Shelley Rd Industrial Ave From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right U-TR App.Total Left Thru Right App.Total Left Thru Right U-TR App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM 0 0 1 1 0 5 0 0 5 0 0 1 1 0 6 1 3 10 17 06:15 AM 1 0 0 1 0 g 0 0 g 1 0 1 2 1 4 0 1 6 18 06:30 AM 0 0 0 0 0 5 0 0 5 1 0 1 2 1 6 2 2 11 18 06:45 AM 2 0 0 2 0 5 0 0 5 0 0 0 0 0 3 0 4 7 14 Total Volume 3 0 1 4 0 24 0 0 24 2 0 3 5 2 19 3 10 34 67 %App.Total 75 0 25 0 100 0 0 40 0 60 5.9 55.9 8.8 29.4 PHF .375 .000 .250 .500 .000 .667 .000 .000 .667 .500 .000 .750 .625 .500 .792 .375 .625 .773 .931 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Ward Hill Ave Out In Total 0 H4 1 L 0 3 7Ri ht Thru Left Peak Hour Data � N_ J O N a, L North Q C N Peak Hour Begins at 06:00 A N v ) CO� �CD D Trucks O m ICN �� C o Zl 0 Left Thru Right 2 0 3 3 5 Out In Total (;hpllpv Rd Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:00 AM 06:00 AM 06:15 AM 08:00 AM +0 mins. 0 0 1 1 0 5 0 0 5 1 0 1 2 1 9 0 1 11 +15 mins. 1 0 0 1 0 g 0 0 g 1 0 1 2 0 10 3 2 15 +30 mins. 0 0 0 0 0 5 0 0 5 0 0 0 0 1 3 0 3 7 +45 mins. 2 0 0 2 0 5 0 0 5 2 1 0 3 3 2 0 2 7 Total Volume 3 0 1 4 0 24 0 0 24 4 1 2 7 5 24 3 8 40 %App.Total 75 0 25 0 100 0 0 57.1 14.3 28.6 12.5 60 7.5 20 PHF .375 .000 .250 .500 .000 .667 .000 .000 .667 .500 .250 .500 .583 .417 .600 .250 .667 .667 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Ward Hill Ave In-Peak Hour:06:00 AM 1 0 3 Ri ht Thru Left 4-7 Peak Hour Data LO Q J 3 , o �o T ao North v L ° Trucks C rn o> �a o om 0 c 00 ry C D I Left Thru Right 4 1 2 7 In-Peak Hour:06:15 AM Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Tractor Trailer Ward Hill Ave Industrial Ave Shelley Rd Industrial Ave From North From East From South From West Start Time Left Thru Right Left Thru Right U-TR Left Thru Right Left Thru Right U-TR Int.Total 06:00 AM 1 0 0 0 6 0 0 3 0 0 0 5 0 1 16 06:15 AM 0 0 0 0 9 0 0 1 0 0 1 3 0 0 14 06:30 AM 1 0 1 0 7 0 0 2 0 0 0 3 1 0 15 06:45 AM 0 0 1 0 6 0 0 0 0 0 3 3 3 0 16 Total 2 0 2 0 28 0 0 6 0 0 4 14 4 1 61 07:00 AM 0 0 1 1 2 0 0 0 0 0 4 6 1 1 16 07:15 AM 0 0 1 0 2 0 0 1 0 0 3 0 0 3 10 07:30 AM 0 0 2 0 4 0 0 2 0 0 0 2 1 1 12 07:45 AM 0 0 1 0 4 0 0 1 0 0 2 4 1 1 14 Total 0 0 5 1 12 0 0 4 0 0 9 12 3 6 52 08:00 AM 0 0 1 0 7 0 0 0 0 0 4 3 1 1 17 08:15 AM 0 0 0 0 3 0 0 1 0 0 1 9 0 0 14 08:30 AM 1 0 5 0 1 0 0 1 0 0 2 4 0 2 16 08:45 AM 0 0 0 0 2 0 0 0 0 0 5 6 2 1 16 Total 1 0 6 0 13 0 0 2 0 0 12 22 3 4 63 Grand Total 3 0 13 1 53 0 0 12 0 0 25 48 10 11 176 Apprch% 18.8 0 81.2 1.9 98.1 0 0 100 0 0 26.6 51.1 10.6 11.7 Total% 1.7 0 7.4 0.6 30.1 0 0 6.8 0 0 14.2 27.3 5.7 6.2 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Ward Hill Ave Industrial Ave Shelley Rd Industrial Ave From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right U-TR App.Total Left Thru Right App.Total Left Thru Right U-TR App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 0 1 1 0 7 0 0 7 0 0 0 0 4 3 1 1 9 17 08:15 AM 0 0 0 0 0 3 0 0 3 1 0 0 1 1 g 0 0 10 14 08:30 AM 1 0 5 6 0 1 0 0 1 1 0 0 1 2 4 0 2 08:45 AM 0 0 0 0 0 2 0 0 2 0 0 0 0 5 6 2 1 14 16 Total Volume 1 0 6 7 0 13 0 0 13 2 0 0 2 12 22 3 4 41 63 %App.Total 14.3 0 85.7 0 100 0 0 100 0 0 29.3 53.7 7.3 9.8 PHF .250 .000 .300 .292 .000 .464 .000 .000 .464 .500 .000 .000 .500 .600 .611 .375 .500 .732 .926 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Ward Hill Ave Out In Total 12 H7F 19 6L 0 1 7Ri ht Thru Left Peak Hour Data o(0V- O J O N N L North Q C 1 Cn Peak Hour Begins at 08:00 A w — CO+ �_ �C W D Tractor Trailer o Ic O �� C o Zl 0 rn Left Thru Right 2 0 0 3 2 05 Out In Total (;hpllpv Rd Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 06:00 AM 06:00 AM 08:00 AM +0 mins. 0 0 1 1 0 6 0 0 6 3 0 0 3 4 3 1 1 9 +15 mins. 0 0 1 1 0 9 0 0 9 1 0 0 1 1 g 0 0 10 +30 mins. 0 0 0 0 0 7 0 0 7 2 0 0 2 2 4 0 2 8 +45 mins. 1 0 5 6 0 6 0 0 6 0 0 0 0 5 6 2 1 14 Total Volume 1 0 7 8 0 28 0 0 28 6 0 0 6 12 22 3 4 41 %App.Total 12.5 0 87.5 0 100 0 0 100 0 0 29.3 53.7 7.3 9.8 P H F .250 .000 .350 .333 .000 .778 .000 .000 .778 .500 .000 .000 .500 .600 .611 .375 .500 .732 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Ward Hill Ave In-Peak Hour:07:45 AM 7 0 1 Ri ht Thru Left 4-7 Peak Hour Data Q J 3 0o r-r o a)ao N North v m _ 3 � � o _ Tractor Trailer N C: rn 00oD �a o om 0 �ry C y I Left Thru Right 6 0 0 6 In-Peak Hour:06:00 AM Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Buses Ward Hill Ave Industrial Ave Shelley Rd Industrial Ave From North From East From South From West Start Time Left Thru Right Left Thru Right U-TR Left Thru Right Left Thru Right U-TR Int.Total 06:00 AM 0 0 0 0 0 1 0 0 0 0 1 0 0 0 2 06:15 AM 0 1 0 0 2 0 0 0 0 1 0 2 0 0 6 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 06:45 AM 0 0 0 0 6 0 0 0 0 0 0 0 0 0 6 Total 0 1 0 0 8 1 0 0 0 1 1 3 0 0 15 07:00 AM 0 0 0 0 3 0 0 0 0 0 0 0 0 0 3 07:15 AM 0 1 0 0 3 0 0 0 0 1 0 1 0 0 6 07:30 AM 0 0 0 0 1 0 0 0 0 0 1 2 0 0 4 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 Total 0 1 0 0 7 0 0 0 0 1 1 4 0 0 14 08:00 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 2 08:15 AM 0 1 0 0 1 1 0 0 0 1 0 3 0 0 7 08:30 AM 2 0 0 0 0 0 0 0 0 0 1 6 0 0 9 08:45 AM 0 0 1 0 1 1 0 0 0 0 0 2 0 0 5 Total 2 1 1 0 2 2 0 1 0 1 1 12 0 0 23 Grand Total 2 3 1 0 17 3 0 1 0 3 3 19 0 0 52 Apprch% 33.3 50 16.7 0 85 15 0 25 0 75 13.6 86.4 0 0 Total% 3.8 5.8 1.9 0 32.7 5.8 0 1.9 0 5.8 5.8 36.5 0 0 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Ward Hill Ave Industrial Ave Shelley Rd Industrial Ave From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right U-TR App.Total Left Thru Right App.Total Left Thru Right U-TR App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 08:15 AM 0 1 0 1 0 1 1 0 2 0 0 1 1 0 3 0 0 3 7 08:30 AM 2 0 0 2 0 0 0 0 0 0 0 0 0 1 6 0 0 7 g 08:45 AM 0 0 1 1 0 1 1 0 2 0 0 0 0 0 2 0 0 2 5 Total Volume 2 1 1 4 0 2 2 0 4 1 0 1 2 1 12 0 0 13 23 %App.Total 50 25 25 0 50 50 0 50 0 50 7.7 92.3 0 0 PHF .250 .250 .250 .500 .000 .500 .500 .000 .500 .250 .000 .250 .500 .250 .500 .000 .000 .464 .639 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Ward Hill Ave Out In Total 0 H4 07 1 L 1 2 7Ri ht Thru Left Peak Hour Data o 0 L North Q C H Peak Hour Begins at 08:00 A N M. v �� � D Buses O m p or c o � v �o I I Left Thru Right 1 0 1 c 2 03 Out In Total (;hpllpv Rd Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 06:45 AM 07:15 AM 08:00 AM +0 mins. 0 0 0 0 0 6 0 0 6 0 0 1 1 0 1 0 0 1 +15 mins. 0 1 0 1 0 3 0 0 3 0 0 0 0 0 3 0 0 3 +30 mins. 2 0 0 2 0 3 0 0 3 0 0 0 0 1 6 0 0 7 +45 mins. 0 0 1 1 0 1 0 0 1 1 0 0 1 0 2 0 0 2 Total Volume 2 1 1 4 0 13 0 0 13 1 0 1 2 1 12 0 0 13 %App.Total 50 25 25 0 100 0 0 50 0 50 7.7 92.3 0 0 PHF .250 .250 .250 .500 .000 .542 .000 .000 .542 .250 .000 .250 .500 .250 .500 .000 .000 .464 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Ward Hill Ave In-Peak Hour:08:00 AM 1 1 2 Ri ht Thru Left 4-7 Peak Hour Data Q J 3 00 r-r O ao North v m _ ° Buses M. r cao— _ rn D �a O �m ory C y I Left Thru Right 1 0 1 2 In-Peak Hour:07:15 AM Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Bikes Peds Ward Hill Ave Industrial Ave Shelley Rd Industrial Ave From North From East From South From West Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peas Left Thru L Right Peds Exclu.Total Inclu.Total Int.Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Apprch% 0 0 0 0 0 0 0 0 0 0 0 0 Total% 0 0 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Ward Hill Ave Industrial Ave Shelley Rd Industrial Ave From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Ward Hill Ave Out In Total 0 0 0 oL 0 0 7Ri ht Thru Left Peak Hour Data -O o O O North c� O Q O Q O � Peak Hour Begins at 06:00 A U) � — � o o D o O Bikes Peds m E o O o { v 1C)— I Left Thru Right 0 0 0 DO 0 DO Out In Total (;hpllpv Rd Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:00 AM 06:00 AM 06:00 AM 06:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Ward Hill Ave In-Peak Hour:06:00 AM DO 0 0 0 Ri ht Thru Left 4-7 Peak Hour Data Q O 0 0 North v >O L 2 Bikes Peds �� v oo— ca D om Left Thru Right 0 0 0 0 In-Peak Hour:06:00 AM Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars-Trucks-Buses-Tractor Trailer Ward Hill Ave Industrial Ave Shelley Rd Industrial Ave From North From East From South From West Start Time Left L Thru Right Left Thru Right U-TR Left Thru Right Left Thru L Right U-TR Int.Total 04:00 PM 30 4 154 16 279 13 0 87 4 18 26 184 16 8 839 04:15 PM 32 8 74 12 292 14 0 59 2 21 34 186 16 5 755 04:30 PM 35 5 93 19 312 14 0 87 0 24 22 177 18 7 813 04:45 PM 22 2 82 21 308 28 1 76 3 15 45 184 9 5 801 Total 119 19 403 68 1191 69 1 309 9 78 127 731 59 25 3208 05:00 PM 50 4 122 14 317 15 0 89 1 17 30 185 17 2 863 05:15 PM 15 4 52 11 377 11 0 56 0 20 25 191 15 5 782 05:30 PM 24 4 53 11 327 13 0 38 4 11 33 174 13 5 710 05:45 PM 16 4 45 15 273 11 1 21 3 16 30 200 12 4 651 Total 105 16 272 51 1294 50 1 204 8 64 118 750 57 16 3006 06:00 PM 25 5 79 16 270 10 0 38 1 13 14 166 6 5 648 06:15 PM 12 4 44 8 220 11 0 38 5 12 19 149 12 4 538 06:30 PM 9 2 21 9 187 8 1 41 0 13 7 126 18 4 446 06:45 PM 3 2 12 12 163 13 0 26 3 13 13 126 12 2 400 Total 49 13 156 45 840 42 1 143 9 51 53 567 48 15 2032 Grand Total 273 48 831 164 3325 161 3 656 26 193 298 2048 164 56 8246 Apprch% 23.7 4.2 72.1 4.5 91 4.4 0.1 75 3 22.1 11.6 79.8 6.4 2.2 Total% 3.3 0.6 10.1 2 40.3 2 0 8 0.3 2.3 3.6 24.8 2 0.7 Cars 270 42 807 161 3268 152 3 647 23 188 280 1992 156 51 8040 %Cars 98.9 87.5 97.1 98.2 98.3 94.4 100 98.6 88.5 97.4 94 97.3 95.1 91.1 97.5 Trucks 2 0 2 0 29 2 0 5 1 1 7 20 4 5 78 %Trucks 0.7 0 0.2 0 0.9 1.2 0 0.8 3.8 0.5 2.3 1 2.4 8.9 0.9 Buses 0 4 3 0 9 5 0 0 0 3 0 18 0 0 42 %Buses 0 8.3 0.4 0 0.3 3.1 0 0 0 1.6 0 0.9 0 0 0.5 Tractor Trailer 1 2 19 3 19 2 0 4 2 1 11 18 4 0 86 %Tractor Trailer 0.4 4.2 2.3 1.8 0.6 1.2 0 0.6 7.7 0.5 3.7 0.9 2.4 0 1 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Ward Hill Ave Industrial Ave Shelley Rd Industrial Ave From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right U-TR App.Total Left Thru Right App.Total Left Thru Right U-TR App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 35 5 93 133 19 312 14 0 345 87 0 24 111 22 177 18 7 224 813 04:45 PM 22 2 82 106 21 308 28 1 358 76 3 15 94 45 184 9 5 243 801 05:00 PM 50 4 122 176 14 317 15 0 346 89 1 17 107 30 185 17 2 234 863 05:15 PM 15 4 52 71 11 377 11 0 399 56 0 20 76 25 191 15 5 236 782 Total Volume 122 15 349 486 65 1314 68 1 1448 308 4 76 388 122 737 59 19 937 3259 %App.Total 25.1 3.1 71.8 4.5 90.7 4.7 0.1 79.4 1 19.6 13 78.7 6.3 2 PHF .610 .750 .715 .690 .774 .871 .607 .250 .907 .865 .333 .792 .874 .678 .965 .819 .679 .964 .944 Cars 120 13 337 470 63 1292 66 1 1422 304 3 75 382 118 716 59 18 911 3185 %Cars 98.4 86.7 96.6 96.7 96.9 98.3 97.1 100 98.2 98.7 75.0 98.7 98.5 96.7 97.2 100 94.7 97.2 97.7 Trucks 1 0 1 2 0 13 0 0 13 3 0 0 3 2 8 0 1 11 29 %Trucks 0.8 0 0.3 0.4 0 1.0 0 0 0.9 1.0 0 0 0.8 1.6 1.1 0 5.3 1.2 0.9 Buses 0 1 0 1 0 6 1 0 7 0 0 1 1 0 5 0 0 5 14 %Buses 0 6.7 0 0.2 0 0.5 1.5 0 0.5 0 0 1.3 0.3 0 0.7 0 0 0.5 0.4 Tractor Trailer 1 1 11 13 2 3 1 0 6 1 1 0 2 2 8 0 0 10 31 %Tractor Trailer 0.8 6.7 3.2 2.7 3.1 0.2 1.5 0 0.4 0.3 25.0 0 0.5 1.6 1.1 0 0 1.1 1.0 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Ward Hill Ave Out In Total 187 470 657 2 2 4 1 1 2 4 13 17 194 486 680 337 13 120 1 0 1 0 1 0 11 1 1 349 15 122 Ri ht Thru Left Peak Hour Data 5 N—N O oO N O N Ncrf 1 0 00 CY) N (Q �c0��00) w � North Cn000Cfl— 00 00 LO CO fl— < LO O r— �� Peak Hour Begins at 04:30 P ��W �, Q M C O �GJ0-)wN L— Cars �� rn000rn� 1iv v U) LO L� Trucks r wrn�wN D COI-(DU) Buses � °irvooW (D a 0-) oo o o rn Tractor Trailer iv iv O� �� C awo��n>w0 wcnwivw— � Left Thru Right 304 3 75 3 0 0 0 0 1 1 1 0 308 4 76 135 382 517 0 3 3 1 1 2 3 2 5 139 388 527 Out In Total Shelli-v Rd Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:45 PM 04:00 PM 04:00 PM +0 mins. 30 4 154 188 21 308 28 1 358 87 4 18 109 26 184 16 8 234 +15 mins. 32 8 74 114 14 317 15 0 346 59 2 21 82 34 186 16 5 241 +30 mins. 35 5 93 133 11 377 11 0 399 87 0 24 111 22 177 18 7 224 +45 mins. 22 2 82 106 11 327 13 0 351 76 3 15 94 45 184 9 5 243 Total Volume 119 19 403 541 57 1329 67 1 1454 309 9 78 396 127 731 59 25 942 %App.Total 22 3.5 74.5 3.9 91.4 4.6 0.1 78 2.3 19.7 13.5 77.6 6.3 2.7 P H F .850 .594 .654 .719 .679 .881 .598 .250 .911 .888 .563 .813 .892 .706 .983 .819 .781 .969 Accurate Counts 978-664-2565 Cars 117 16 389 522 55 1309 64 1 1429 306 7 77 390 113 709 53 20 895 %Cars 98.3 84.2 96.5 96.5 96.5 98.5 95.5 100 98.3 99 77.8 98.7 98.5 89 97 89.8 80 95 Trucks 1 0 2 3 0 13 1 0 14 3 0 0 3 5 10 4 5 24 %Trucks 0.8 0 0.5 0.6 0 1 1.5 0 1 1 0 0 0.8 3.9 1.4 6.8 20 2.5 Buses 0 2 3 5 0 3 1 0 4 0 0 1 1 0 3 0 0 3 %Buses 0 10.5 0.7 0.9 0 0.2 1.5 0 0.3 0 0 1.3 0.3 0 0.4 0 0 0.3 Tractor Trailer 1 1 9 11 2 4 1 0 7 0 2 0 2 9 9 2 0 20 %Tractor Trailer 0.8 5.3 2.2 2 3.5 0.3 1.5 0 0.5 0 22.2 0 0.5 7.1 1.2 3.4 0 2.1 Ward Hill Ave In-Peak Hour:04:00 PM 522 3 5 11 541 389 16 117 2 0 1 3 2 0 9 1 1 403 19 119 Ri ht Thru Left Peak Hour Data MlO O O J O O O --44 N M O M M- CD - QOLp�MON r-_ [I- Cars �� ��N N� Trucks cNo�c�aw� �=v ° Buses o �2 M�ON0')- al �N� w LO Tractor Trailer �-4�4-Q0 m O Cn 4,D �� E �'��iv CD CD U1 CD OVnOOUn� C U' i O O O Left Thru Right 306 7 77 3 0 0 0 0 1 0 2 0 309 9 78 390 3 1 2 396 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars Ward Hill Ave Industrial Ave Shelley Rd Industrial Ave From North From East From South From West Start Time Left Thru Right Left Thru Right U-TR Left Thru Right Left Thru Right U-TR Int.Total 04:00 PM 30 3 147 15 271 10 0 87 4 18 20 175 14 6 800 04:15 PM 32 7 73 12 282 13 0 59 1 20 28 180 12 3 722 04:30 PM 34 5 88 19 303 14 0 86 0 24 22 175 18 6 794 04:45 PM 21 1 81 20 303 28 1 74 2 15 43 179 9 5 782 Total 117 16 389 66 1159 65 1 306 7 77 113 709 53 20 3098 05:00 PM 50 4 118 13 311 14 0 89 1 17 29 177 17 2 842 05:15 PM 15 3 50 11 375 10 0 55 0 19 24 185 15 5 767 05:30 PM 23 4 53 11 320 12 0 37 4 11 32 173 12 5 697 05:45 PM 16 3 43 15 273 11 1 20 3 15 29 195 12 4 640 Total 104 14 264 50 1279 47 1 201 8 62 114 730 56 16 2946 06:00 PM 25 5 78 16 268 9 0 38 1 13 14 164 6 5 642 06:15 PM 12 3 44 8 217 10 0 36 4 11 19 144 12 4 524 06:30 PM 9 2 20 9 186 8 1 41 0 13 7 121 17 4 438 06:45 PM 3 2 12 12 159 13 0 25 3 12 13 124 12 2 392 Total 49 12 154 45 830 40 1 140 8 49 53 553 47 15 1996 Grand Total 270 42 807 161 3268 152 3 647 23 188 280 1992 156 51 8040 Apprch% 24.1 3.8 72.1 4.5 91.2 4.2 0.1 75.4 2.7 21.9 11.3 80.4 6.3 2.1 Total% 3.4 0.5 10 2 40.6 1.9 0 8 0.3 2.3 3.5 24.8 1.9 0.6 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Ward Hill Ave Industrial Ave Shelley Rd Industrial Ave From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right U-TR App.Total Left Thru Right App.Total Left Thru Right U-TR App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 34 5 88 127 19 303 14 0 336 86 0 24 110 22 175 18 6 221 794 04:45 PM 21 1 81 103 20 303 28 1 352 74 2 15 91 43 179 9 5 236 782 05:00 PM 50 4 118 172 13 311 14 0 338 89 1 17 107 29 177 17 2 225 842 05:15 PM 15 3 50 68 11 375 10 0 396 55 0 19 74 24 185 15 5 229 767 Total Volume 120 13 337 470 63 1292 66 1 1422 304 3 75 382 118 716 59 18 911 3185 %App.Total 25.5 2.8 71.7 4.4 90.9 4.6 0.1 79.6 0.8 19.6 13 78.6 6.5 2 PHF .600 .650 .714 .683 .788 .861 .589 .250 .898 .854 .375 .781 .868 .686 .968 .819 .750 .965 .946 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Ward Hill Ave Out In Total 187 470 657 337L 13 120 7Ri ht Thru Left Peak Hour Data 15� � � � 0 00 O C CO L North Q Q C ~ _ Peak Hour Begins at 04:30 PM N v U) CD N D CV') Cars CA.) m prn °0� c wo � � wv Left Thru Right 304 3 75 135 382 517 Out In Total (;hpllpv Rd Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:45 PM 04:00 PM 05:00 PM +0 mins. 30 3 147 180 20 303 28 1 352 87 4 18 109 29 177 17 2 225 +15 mins. 32 7 73 112 13 311 14 0 338 59 1 20 80 24 185 15 5 229 +30 mins. 34 5 88 127 11 375 10 0 396 86 0 24 110 32 173 12 5 222 +45 mins. 21 1 81 103 11 320 12 0 343 74 2 15 91 29 195 12 4 240 Total Volume 117 16 389 522 55 1309 64 1 1429 306 7 77 390 114 730 56 16 916 %App.Total 22.4 3.1 74.5 3.8 91.6 4.5 0.1 78.5 1.8 19.7 12.4 79.7 6.1 1.7 P H F .860 .571 .662 .725 .688 .873 .571 .250 .902 .879 .438 .802 .886 .891 .936 .824 .800 .954 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Ward Hill Ave In-Peak Hour:04:00 PM 522 389 16 117 Ri ht Thru Left 4-7 Peak Hour Data J 3 rn o North m _ Qoc� --- � L:a, ~ CO moo( ° Cars �= Q0LO CO N� �a � C' �< cn jrL m ry C T N 1 Left Thru Right 306 7 77 390 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Trucks Ward Hill Ave Industrial Ave Shelley Rd Industrial Ave From North From East From South From West Start Time Left Thru Right Left Thru Ri ht U-TR Left Thru Right =LeftThru Right U-TR Int.Total 04:00 PM 0 0 1 0 4 0 0 0 0 0 2 5 2 2 16 04:15 PM 0 0 0 0 6 0 0 0 0 0 2 4 2 2 16 04:30 PM 0 0 1 0 4 0 0 1 0 0 0 1 0 1 8 04:45 PM 1 0 0 0 4 0 0 2 0 0 1 0 0 0 8 Total 1 0 2 0 18 0 0 3 0 0 5 10 4 5 48 05:00 PM 0 0 0 0 5 0 0 0 0 0 1 4 0 0 10 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 05:30 PM 1 0 0 0 4 1 0 0 0 0 0 0 0 0 6 05:45 PM 0 0 0 0 0 0 0 0 0 0 1 2 0 0 3 Total 1 0 0 0 9 1 0 0 0 0 2 9 0 0 22 06:00 PM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 06:15 PM 0 0 0 0 0 0 0 1 1 0 0 1 0 0 3 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 1 0 0 1 0 1 0 0 0 0 3 Total 0 0 0 0 2 1 0 2 1 1 0 1 0 0 8 Grand Total 2 0 2 0 29 2 0 5 1 1 7 20 4 5 78 Apprch% 50 0 50 0 93.5 6.5 0 71.4 14.3 14.3 19.4 55.6 11.1 13.9 Total% 2.6 0 2.6 0 37.2 2.6 0 6.4 1.3 1.3 9 25.6 5.1 6.4 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Ward Hill Ave Industrial Ave Shelley Rd Industrial Ave From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right U-TR App.Total Left Thru Right App.Total Left Thru Right U-TR App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 1 1 0 4 0 0 4 0 0 0 0 2 5 2 2 11 16 04:15 PM 0 0 0 0 0 6 0 0 6 0 0 0 0 2 4 2 2 10 16 04:30 PM 0 0 1 1 0 4 0 0 4 1 0 0 1 0 1 0 1 2 8 04:45 PM 1 0 0 1 0 4 0 0 4 2 0 0 2 1 0 0 0 1 8 Total Volume 1 0 2 3 0 18 0 0 18 3 0 0 3 5 10 4 5 24 48 %App.Total 33.3 0 66.7 0 100 0 0 100 0 0 20.8 41.7 16.7 20.8 PHF .250 .000 .500 .750 .000 .750 .000 .000 .750 .375 .000 .000 .375 .625 .500 .500 .625 .545 .750 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Ward Hill Ave Out In Total 0 H3 2L 0 1 7Ri ht Thru Left Peak Hour Data rl- LO o"t � � O a� J �O O L North 5 Q C H 1 00 Peak Hour Begins at 04:00 P 1 M. U) CD D Trucks M o N O `� C o in O Co Left Thru Right 3 0 0 ® 3 0 Out In Total (;hpllpv Rd Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:15 PM 06:00 PM 04:00 PM +0 mins. 0 0 1 1 0 6 0 0 6 0 0 0 0 2 5 2 2 11 +15 mins. 0 0 0 0 0 4 0 0 4 1 1 0 2 2 4 2 2 10 +30 mins. 0 0 1 1 0 4 0 0 4 0 0 0 0 0 1 0 1 2 +45 mins. 1 0 0 1 0 5 0 0 5 1 0 1 2 1 0 0 0 1 Total Volume 1 0 2 3 0 19 0 0 19 2 1 1 4 5 10 4 5 24 %App.Total 33.3 0 66.7 0 100 0 0 50 25 25 20.8 41.7 16.7 20.8 PHF .250 .000 .500 .750 .000 .792 .000 .000 .792 .500 .250 .250 .500 .625 .500 .500 .625 .545 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Ward Hill Ave In-Peak Hour:04:00 PM 03 2 0 1 Ri ht Thru Left 4-7 Peak Hour Data LO 00 �o North v m _ Q0� ° Trucks M. � D ry C � �o Left Thru Right 2 1 1 4 In-Peak Hour:06:00 PM Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Tractor Trailer Ward Hill Ave Industrial Ave Shelley Rd Industrial Ave From North From East From South From West Start Time Left Thru Right Left Thru Right U-TR Left Thru Right Left Thru Right U-TR Int.Total 04:00 PM 0 0 3 1 2 0 0 0 0 0 4 3 0 0 13 04:15 PM 0 0 1 0 4 1 0 0 1 0 4 1 2 0 14 04:30 PM 1 0 4 0 2 0 0 0 0 0 0 1 0 0 8 04:45 PM 0 1 1 1 0 0 0 0 1 0 1 4 0 0 9 Total 1 1 9 2 8 1 0 0 2 0 9 9 2 0 44 05:00 PM 0 0 4 1 0 1 0 0 0 0 0 1 0 0 7 05:15 PM 0 0 2 0 1 0 0 1 0 0 1 2 0 0 7 05:30 PM 0 0 0 0 3 0 0 1 0 0 1 0 1 0 6 05:45 PM 0 1 2 0 0 0 0 1 0 1 0 3 0 0 8 Total 0 1 8 1 4 1 0 3 0 1 2 6 1 0 28 06:00 PM 0 0 1 0 1 0 0 0 0 0 0 2 0 0 4 06:15 PM 0 0 0 0 3 0 0 1 0 0 0 0 0 0 4 06:30 PM 0 0 1 0 1 0 0 0 0 0 0 1 1 0 4 06:45 PM 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 Total 0 0 2 0 7 0 0 1 0 0 0 3 1 0 14 Grand Total 1 2 19 3 19 2 0 4 2 1 11 18 4 0 86 Apprch% 4.5 9.1 86.4 12.5 79.2 8.3 0 57.1 28.6 14.3 33.3 54.5 12.1 0 Total% 1.2 2.3 22.1 3.5 22.1 2.3 0 4.7 2.3 1.2 12.8 20.9 4.7 0 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Ward Hill Ave Industrial Ave Shelley Rd Industrial Ave From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right U-TR App.Total Left Thru Right App.Total Left Thru Right U-TR App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 3 3 1 2 0 0 3 0 0 0 0 4 3 0 0 7 13 04:15 PM 0 0 1 1 0 4 1 0 5 0 1 0 1 4 1 2 0 7 14 04:30 PM 1 0 4 5 0 2 0 0 2 0 0 0 0 0 1 0 0 1 8 04:45 PM 0 1 1 2 1 0 0 0 1 0 1 0 1 1 4 0 0 5 9 Total Volume 1 1 9 11 2 8 1 0 11 0 2 0 2 9 9 2 0 20 44 %App.Total 9.1 9.1 81.8 18.2 72.7 9.1 0 0 100 0 45 45 10 0 P H F .250 .250 .563 .550 .500 .500 .250 .000 .550 .000 .500 .000 .500 .563 .563 .250 .000 .714 .786 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Ward Hill Ave Out In Total 12 11F 23 9L 1 1 7Ri ht Thru Left Peak Hour Data r- o� � O a� L North Q CO .0— Peak Hour Begins at 04:00 P - �C D Tractor Trailer m p ory C o Left Thru Right 0 2 0 05 2 0 Out In Total (;hpllpv Rd Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:00 PM 05:00 PM 04:00 PM +0 mins. 1 0 4 5 1 2 0 0 3 0 0 0 0 4 3 0 0 7 +15 mins. 0 1 1 2 0 4 1 0 5 1 0 0 1 4 1 2 0 7 +30 mins. 0 0 4 4 0 2 0 0 2 1 0 0 1 0 1 0 0 1 +45 mins. 0 0 2 2 1 0 0 0 1 1 0 1 2 1 4 0 0 5 Total Volume 1 1 11 13 2 8 1 0 11 3 0 1 4 9 9 2 0 20 %App.Total 7.7 7.7 84.6 18.2 72.7 9.1 0 75 0 25 45 45 10 0 P H F .250 .250 .688 .650 .500 .500 .250 .000 .550 .750 .000 .250 .500 .563 .563 .250 .000 .714 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Ward Hill Ave In-Peak Hour:04:30 PM 13 11 1 1 Ri ht Thru Left 4-7 Peak Hour Data 0 T 0 �, rn North v caM ~ C: CO o = N Tractor Trailer rn o D �a IV 6N 0 o ry C � �o Left Thru Right 3 0 1 4 In-Peak Hour:05:00 PM Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Buses Ward Hill Ave Industrial Ave Shelley Rd Industrial Ave From North From East From South From West Start Time Left Thru Right Left Thru Right U-TR Left Thru Right Left Thru Right U-TR Int.Total 04:00 PM 0 1 3 0 2 3 0 0 0 0 0 1 0 0 10 04:15 PM 0 1 0 0 0 0 0 0 0 1 0 1 0 0 3 04:30 PM 0 0 0 0 3 0 0 0 0 0 0 0 0 0 3 04:45 PM 0 0 0 0 1 0 0 0 0 0 0 1 0 0 2 Total 0 2 3 0 6 3 0 0 0 1 0 3 0 0 18 05:00 PM 0 0 0 0 1 0 0 0 0 0 0 3 0 0 4 05:15 PM 0 1 0 0 1 1 0 0 0 1 0 1 0 0 5 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 1 0 0 2 1 0 0 0 1 0 5 0 0 10 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 1 0 0 0 1 0 0 0 1 0 4 0 0 7 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 06:45 PM 0 0 0 0 1 0 0 0 0 0 0 2 0 0 3 Total 0 1 0 0 1 1 0 0 0 1 0 10 0 0 14 Grand Total 0 4 3 0 9 5 0 0 0 3 0 18 0 0 42 Apprch% 0 57.1 42.9 0 64.3 35.7 0 0 0 100 0 100 0 0 Total% 0 9.5 7.1 0 21.4 11.9 0 0 0 7.1 0 42.9 0 0 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Ward Hill Ave Industrial Ave Shelley Rd Industrial Ave From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right U-TR App.Total Left Thru Right App.Total Left Thru Right U-TR App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 1 3 4 0 2 3 0 5 0 0 0 0 0 1 0 0 1 10 04:15 PM 0 1 0 1 0 0 0 0 0 0 0 1 1 0 1 0 0 1 3 04:30 PM 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 3 04:45 PM 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 0 0 1 2 Total Volume 0 2 3 5 0 6 3 0 9 0 0 1 1 0 3 0 0 3 18 %App.Total 0 40 60 0 66.7 33.3 0 0 0 100 0 100 0 0 PHF .000 .500 .250 .313 .000 .500 .250 .000 .450 .000 .000 .250 .250 .000 .750 .000 .000 .750 .450 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Ward Hill Ave Out In Total 0 H5 3L 2 0 7Ri ht Thru Left Peak Hour Data N o V- o O COL North Q 00 .0— Peak Hour Begins at 04:00 PM M.� 0� CD D Buses O m p ory C o � v �o w I I Left Thru Right 0 0 1 0 1 03 Out In Total (;hpllpv Rd Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 06:00 PM +0 mins. 0 1 3 4 0 2 3 0 5 0 0 0 0 0 0 0 0 0 +15 mins. 0 1 0 1 0 0 0 0 0 0 0 1 1 0 4 0 0 4 +30 mins. 0 0 0 0 0 3 0 0 3 0 0 0 0 0 4 0 0 4 +45 mins. 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 0 0 2 Total Volume 0 2 3 5 0 6 3 0 9 0 0 1 1 0 10 0 0 10 %App.Total 0 40 60 0 66.7 33.3 0 0 0 100 0 100 0 0 PHF .000 .500 .250 .313 .000 .500 .250 .000 .450 .000 .000 .250 .250 .000 .625 .000 .000 .625 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Ward Hill Ave In-Peak Hour:04:00 PM 05 3 2 0 Ri ht Thru Left 4-7 Peak Hour Data 0 w �6 o North v m _ 0 L ° Buses M. r o cot/ _ cu D �a o om 0 ry C � �o Left Thru Right 0 0 1 1 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Bikes Peds Ward Hill Ave Industrial Ave Shelley Rd Industrial Ave From North From East From South From West Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peas Left Thru L Right Peds Exclu.Total Inclu.Total Int.Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 Grand Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 Apprch% 0 100 0 0 0 0 0 0 0 0 0 0 Total% 0 100 0 0 0 0 0 0 0 0 0 0 0 100 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Ward Hill Ave Industrial Ave Shelley Rd Industrial Ave From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:15 PM 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total Volume 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 %App.Total 0 100 0 0 0 0 0 0 0 0 0 0 PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Ward Hill Ave Out In Total 0 1 0 oL 1 0 7Ri ht Thru Left Peak Hour Data -O o O O North c� > O C Q O Q O � Peak Hour Begins at 05:15 P M. U) � — o o D o O Bikes Peds m E o O o , v 1C)— I Left Thru Right 0 0 0 0 0 0 Out In Total (;hpllpv Rd Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:15 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 %App.Total 0 100 0 0 0 0 0 0 0 0 0 0 PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street:Ward Hill Ave/Shelley Rd File Name :27010001 E/W Street: Industrial Avenue Site Code :27010001 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Ward Hill Ave In-Peak Hour:05:15 PM 0 0 1 0 Ri ht Thru Left 4-7 Peak Hour Data C� North o v >oo 7, L 2 Bikes Peds �� ~ O C) a o m E �� O .�O Left Thru Right 0 0 0 0 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No : 1 Groups Printed-Cars-Trucks-Buses-Tractor Trailer Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right Thru Right U-TR Left Thru U-TR Int.Total 06:00 AM 1 10 132 1 0 3 93 0 240 06:15 AM 0 13 180 0 0 6 139 0 338 06:30 AM 0 11 204 0 0 5 163 2 385 06:45 AM 0 20 232 2 1 11 184 3 453 Total 1 54 748 3 1 25 579 5 1416 07:00 AM 1 12 238 1 0 7 182 1 442 07:15 AM 0 13 202 1 0 4 263 0 483 07:30 AM 0 14 195 2 0 8 325 0 544 07:45 AM 0 15 229 0 2 0 349 0 595 Total 1 54 864 4 2 19 1119 1 2064 08:00 AM 0 9 232 1 0 10 342 2 596 08:15 AM 1 17 222 2 1 7 316 0 566 08:30 AM 2 13 224 2 0 7 278 3 529 08:45 AM 0 11 196 1 0 4 214 5 431 Total 3 50 874 6 1 28 1150 10 2122 Grand Total 5 158 2486 13 4 72 2848 16 5602 Apprch% 3.1 96.9 99.3 0.5 0.2 2.5 97 0.5 Total% 0.1 2.8 44.4 0.2 0.1 1.3 50.8 0.3 Cars 5 156 2386 13 4 71 2756 16 5407 %Cars 100 98.7 96 100 100 98.6 96.8 100 96.5 Trucks 0 0 38 0 0 0 36 0 74 %Trucks 0 0 1.5 0 0 0 1.3 0 1.3 Buses 0 0 14 0 0 0 7 0 21 % Buses 0 0 0.6 0 0 0 0.2 0 0.4 Tractor Trailer 0 2 48 0 0 1 49 0 100 %Tractor Trailer 0 1.3 1.9 0 0 1.4 1.7 0 1.8 Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No :2 Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right App.Total Thru Right U-TR App.Total Left Thru U-TR App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 14 14 195 2 0 197 8 325 0 333 544 07:45 AM 0 15 15 229 0 2 231 0 349 0 349 595 08:00 AM 0 9 9 232 1 0 233 10 342 2 354 596 08:15 AM 1 17 18 222 2 1 225 7 316 0 323 566 Total Volume 1 55 56 878 5 3 886 25 1332 2 1359 2301 %App.Total 1.8 98.2 99.1 0.6 0.3 1.8 98 0.1 PHF .250 .809 .778 .946 .625 .375 .951 .625 .954 .250 .960 .965 Cars 1 54 55 856 5 3 864 25 1294 2 1321 2240 %Cars 100 98.2 98.2 97.5 100 100 97.5 100 97.1 100 97.2 97.3 Trucks 0 0 0 9 0 0 9 0 19 0 19 28 %Trucks 0 0 0 1.0 0 0 1.0 0 1.4 0 1.4 1.2 Buses 0 0 0 2 0 0 2 0 2 0 2 4 %Buses 0 0 0 0.2 0 0 0.2 0 0.2 0 0.1 0.2 Tractor Trailer 0 1 1 11 0 0 11 0 17 0 17 29 %Tractor Trailer 0 1.8 1.8 1.3 0 0 1.2 0 1.3 0 1.3 1.3 Ward Hill Industrial Park Out In Total 30 55 85 0 0 0 0 0 0 0 1 1 30 56 86 54 1 0 0 0 0 1 0 55 1 Ri ht Left 4-7 l Peak Hour Data -�ao�0)N (�MN NO oN N O N N Ltd 0 0 o LO W _N N N N CO COCD rn N ti rn J Peak Hour Begins at 07:30 A h v,CD 0 o cn Q Q N T-Ln �ONr`N M M CO O M - Cq �� Cars ��O CO CP 000 00 COrn v M Trucks 00-N00M 0')-Nc0� D � Od�NNM NOOON� Buses C N 0-) ~ Tractor Trailer N N OwCD0CDw N �0 �N NUIE Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No :3 Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right[:App.Total Thru Right U-TR App.Total Left Thru U-TR App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:45 AM 07:45 AM 07:30 AM +0 mins. 0 20 20 229 0 2 231 8 325 0 333 +15 mins. 1 12 13 232 1 0 233 0 349 0 349 +30 mins. 0 13 13 222 2 1 225 10 342 2 354 +45 mins. 0 14 14 224 2 0 226 7 316 0 323 Total Volume 1 59 60 907 5 3 915 25 1332 2 1359 %App.Total 1.7 98.3 99.1 0.5 0.3 1.8 98 0.1 PHF .250 .738 .750 .977 .625 .375 .982 .625 .954 .250 .960 Cars 1 58 59 885 5 3 893 25 1294 2 1321 %Cars 100 98.3 98.3 97.6 100 100 97.6 100 97.1 100 97.2 Trucks 0 0 0 12 0 0 12 0 19 0 19 %Trucks 0 0 0 1.3 0 0 1.3 0 1.4 0 1.4 Buses 0 0 0 2 0 0 2 0 2 0 2 %Buses 0 0 0 0.2 0 0 0.2 0 0.2 0 0.1 Tractor Trailer 0 1 1 8 0 0 8 0 17 0 17 %Tractor Trailer 0 1.7 1.7 0.9 0 0 0.9 0 1.3 0 1.3 Ward Hill Industrial Park In-Peak Hour:06:45 AM 59 0 0 1 60 58 1 0 0 0 0 1 0 59 1 Ri ht Left Peak Hour Data �000� CO 0 N CV CU I` J (D — > Cars �Cn000Cn wQ �rnNtirn �� M M CO Trucks =v �_� CO Buses ��o ,� ��° M. Tractor Trailer —I00NNCn CnODNNWOD C CV 0C)07 -4< CD i �wOOOw D Accurate Counts 978-664-2565 Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No : 1 Groups Printed-Cars Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right Thru Right U-TR Left Thru U-TR Int.Total 06:00 AM 1 10 124 1 0 3 86 0 225 06:15 AM 0 13 165 0 0 6 133 0 317 06:30 AM 0 10 194 0 0 5 156 2 367 06:45 AM 0 20 219 2 1 10 180 3 435 Total 1 53 702 3 1 24 555 5 1344 07:00 AM 1 12 230 1 0 7 176 1 428 07:15 AM 0 13 193 1 0 4 261 0 472 07:30 AM 0 13 189 2 0 8 316 0 528 07:45 AM 0 15 224 0 2 0 344 0 585 Total 1 53 836 4 2 19 1097 1 2013 08:00 AM 0 9 228 1 0 10 333 2 583 08:15 AM 1 17 215 2 1 7 301 0 544 08:30 AM 2 13 218 2 0 7 263 3 508 08:45 AM 0 11 187 1 0 4 207 5 415 Total 3 50 848 6 1 28 1104 10 2050 Grand Total 5 156 2386 13 4 71 2756 16 5407 Apprch% 3.1 96.9 99.3 0.5 0.2 2.5 96.9 0.6 Total% 0.1 2.9 44.1 0.2 0.1 1.3 51 0.3 Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No :2 Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right App.Total Thru Right U-TR App.Total Left Thru U-TR App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 13 13 189 2 0 191 8 316 0 324 528 07:45 AM 0 15 15 224 0 2 226 0 344 0 344 585 08:00 AM 0 9 9 228 1 0 229 10 333 2 345 583 08:15 AM 1 17 18 215 2 1 218 7 301 0 308 544 Total Volume 1 54 55 856 5 3 864 25 1294 2 1321 2240 %App.Total 1.8 98.2 99.1 0.6 0.3 1.9 98 0.2 PHF .250 .794 .764 .939 .625 .375 .943 .625 .940 .250 .957 .957 Ward Hill Industrial Park Out In Total 30 55F 85 54 1 Ri ht Left Peak Hour Data M li�N 0 -j North — > �C Peak Hour Begins at 07:30 ANI 4-- 0° w o N Cars c CD Oa' 30 cn v co— Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No :3 Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right App.Total Thru Right U-TR App.Total Left Thru U-TR App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:45 AM 07:45 AM 07:30 AM +0 mins. 0 20 20 224 0 2 226 8 316 0 324 +15 mins. 1 12 13 228 1 0 229 0 344 0 344 +30 mins. 0 13 13 215 2 1 218 10 333 2 345 +45 mins. 0 13 13 218 2 0 220 7 301 0 308 Total Volume 1 58 59 885 5 3 893 25 1294 2 1321 %App.Total 1.7 98.3 99.1 0.6 0.3 1.9 98 0.2 PHF .250 .725 .738 .970 .625 .375 .975 .625 .940 .250 .957 Ward Hill Industrial Park In-Peak Hour:06:45 AM 59 58 1 Ri ht Left 4-7 Peak Hour Data Q M J North ZY CD Q o h Q CD 0 N�� Cars ��co 000C iv �1 ~ Ul W O- �a N� C �D H01 m �W > Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No : 1 Groups Printed-Trucks Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right Thru Right U-TR Left Thru U-TR Int.Total 06:00 AM 0 0 2 0 0 0 1 0 3 06:15 AM 0 0 5 0 0 0 2 0 7 06:30 AM 0 0 4 0 0 0 3 0 7 06:45 AM 0 0 4 0 0 0 0 0 4 Total 0 0 15 0 0 0 6 0 21 07:00 AM 0 0 3 0 0 0 2 0 5 07:15 AM 0 0 3 0 0 0 2 0 5 07:30 AM 0 0 2 0 0 0 5 0 7 07:45 AM 0 0 3 0 0 0 2 0 5 Total 0 0 11 0 0 0 11 0 22 08:00 AM 0 0 2 0 0 0 5 0 7 08:15 AM 0 0 2 0 0 0 7 0 9 08:30 AM 0 0 5 0 0 0 7 0 12 08:45 AM 0 0 3 0 0 0 0 0 3 Total 0 0 12 0 0 0 19 0 31 Grand Total 0 0 38 0 0 0 36 0 74 Apprch% 0 0 100 0 0 0 100 0 Total% 0 0 51.4 0 0 0 48.6 0 Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No :2 Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right App.Total Thru Right U-TR App.Total Left Thru U-TR App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 0 0 3 0 0 3 0 2 0 2 5 08:00 AM 0 0 0 2 0 0 2 0 5 0 5 7 08:15 AM 0 0 0 2 0 0 2 0 7 0 7 9 08:30 AM 0 0 0 5 0 0 5 0 7 0 7 12 Total Volume 0 0 0 12 0 0 12 0 21 0 21 33 %App.Total 0 0 100 0 0 0 100 0 PHF .000 .000 .000 .600 .000 .000 .600 .000 .750 .000 .750 .688 Ward Hill Industrial Park Out In Total F 0 O F 0 0 0 7Ri ht Left Peak Hour Data -M CO 0 o O m North — > O Q Peak Hour Begins at 07:45 ANI N CDTrucks c CD p �0 0 wv Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No :3 Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right App.Total Thru Right U-TR App.Total Left Thru U-TR App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:00 AM 06:15 AM 07:45 AM +0 mins. 0 0 0 5 0 0 5 0 2 0 2 +15 mins. 0 0 0 4 0 0 4 0 5 0 5 +30 mins. 0 0 0 4 0 0 4 0 7 0 7 +45 mins. 0 0 0 3 0 0 3 0 7 0 7 Total Volume 0 0 0 16 0 0 16 0 21 0 21 %App.Total 0 0 100 0 0 0 100 0 PHF .000 .000 .000 .800 .000 .000 .800 .000 .750 .000 .750 Ward Hill Industrial Park In-Peak Hour:06:00 AM 0 0 0 Ri ht Left 4-7 Peak Hour Data 75 � North ZY CD Q O h Q 2 CD (a 0 CV CV 0 _ �� Trucks �� °� rn(pD d O ry C m H ' �C) > Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No : 1 Groups Printed-Tractor Trailer Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right Thru Right U-TR Left Thru U-TR Int.Total 06:00 AM 0 0 6 0 0 0 6 0 12 06:15 AM 0 0 10 0 0 0 3 0 13 06:30 AM 0 1 6 0 0 0 3 0 10 06:45 AM 0 0 4 0 0 1 4 0 9 Total 0 1 26 0 0 1 16 0 44 07:00 AM 0 0 3 0 0 0 4 0 7 07:15 AM 0 0 3 0 0 0 0 0 3 07:30 AM 0 1 4 0 0 0 3 0 8 07:45 AM 0 0 2 0 0 0 2 0 4 Total 0 1 12 0 0 0 9 0 22 08:00 AM 0 0 2 0 0 0 4 0 6 08:15 AM 0 0 3 0 0 0 8 0 11 08:30 AM 0 0 1 0 0 0 6 0 7 08:45 AM 0 0 4 0 0 0 6 0 10 Total 0 0 10 0 0 0 24 0 34 Grand Total 0 2 48 0 0 1 49 0 100 Apprch% 0 100 100 0 0 2 98 0 Total% 0 2 48 0 0 1 49 0 Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No :2 Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right App.Total Thru Right U-TR App.Total Left Thru U-TR App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM 0 0 0 6 0 0 6 0 6 0 6 12 06:15 AM 0 0 0 10 0 0 10 0 3 0 3 13 06:30 AM 0 1 1 6 0 0 6 0 3 0 3 10 06:45 AM 0 0 0 4 0 0 4 1 4 0 5 9 Total Volume 0 1 1 26 0 0 26 1 16 0 17 44 %App.Total 0 100 100 0 0 5.9 94.1 0 PHF .000 .250 .250 .650 .000 .000 .650 .250 .667 .000 .708 .846 Ward Hill Industrial Park Out In Total 0 1 0 1 0 Ri ht Left Peak Hour Data -FO� o O a) -j North I — > �o Q � — �� Peak Hour Begins at 06:00 A ��NO N =3 D Tractor Trailer c CD N � p �J o 0 N- Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No :3 Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right App.Total Thru Right U-TR App.Total Left Thru U-TR App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:00 AM 06:00 AM 08:00 AM +0 mins. 0 0 0 6 0 0 6 0 4 0 4 +15 mins. 0 0 0 10 0 0 10 0 8 0 8 +30 mins. 0 1 1 6 0 0 6 0 6 0 6 +45 mins. 0 0 0 4 0 0 4 0 6 0 6 Total Volume 0 1 1 26 0 0 26 0 24 0 24 %App.Total 0 100 100 0 0 0 100 0 PHF .000 .250 .250 .650 .000 .000 .650 .000 .750 .000 .750 Ward Hill Industrial Park In-Peak Hour:06:00 AM 1 1 0 Ri ht Left 4-7 Peak Hour Data m 6 North ZY C >o Q L:N _C Tractor TrailerZL O C O Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No : 1 Groups Printed-Buses Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right Thru Right U-TR Left Thru U-TR Int.Total 06:00 AM 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 1 0 1 06:30 AM 0 0 0 0 0 0 1 0 1 06:45 AM 0 0 5 0 0 0 0 0 5 Total 0 0 5 0 0 0 2 0 7 07:00 AM 0 0 2 0 0 0 0 0 2 07:15 AM 0 0 3 0 0 0 0 0 3 07:30 AM 0 0 0 0 0 0 1 0 1 07:45 AM 0 0 0 0 0 0 1 0 1 Total 0 0 5 0 0 0 2 0 7 08:00 AM 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 2 0 0 0 0 0 2 08:30 AM 0 0 0 0 0 0 2 0 2 08:45 AM 0 0 2 0 0 0 1 0 3 Total 0 0 4 0 0 0 3 0 7 Grand Total 0 0 14 0 0 0 7 0 21 Apprch% 0 0 100 0 0 0 100 0 Total% 0 0 66.7 0 0 0 33.3 0 Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No :2 Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right App.Total Thru Right U-TR App.Total Left Thru U-TR App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:30 AM 06:30 AM 0 0 0 0 0 0 0 0 1 0 1 1 06:45 AM 0 0 0 5 0 0 5 0 0 0 0 5 07:00 AM 0 0 0 2 0 0 2 0 0 0 0 2 07:15 AM 0 0 0 3 0 0 3 0 0 0 0 3 Total Volume 0 0 0 10 0 0 10 0 1 0 1 11 %App.Total 0 0 100 0 0 0 100 0 PHF .000 .000 .000 .500 .000 .000 .500 .000 .250 .000 .250 .550 Ward Hill Industrial Park Out In Total F 0 O F 0 0 0 Ri ht Left Peak Hour Data 0 10 C) -j North — Q �o Q Peak Hour Begins at 06:30 ANI o o D o o Buses c CD 00 0 0 Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No :3 Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right App.Total Thru Right U-TR App.Total Left Thru U-TR App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:00 AM 06:30 AM 07:45 AM +0 mins. 0 0 0 0 0 0 0 0 1 0 1 +15 mins. 0 0 0 5 0 0 5 0 0 0 0 +30 mins. 0 0 0 2 0 0 2 0 0 0 0 +45 mins. 0 0 0 3 0 0 3 0 2 0 2 Total Volume 0 0 0 10 0 0 10 0 3 0 3 %App.Total 0 0 100 0 0 0 100 0 PHF .000 .000 .000 .500 .000 .000 .500 .000 .375 .000 .375 Ward Hill Industrial Park In-Peak Hour:06:00 AM 0 0 0 Ri ht Left 4-7 Peak Hour Data Q o , LO North ZY C >O COO T. Q Q � CO _� Z Buses o ooD _0 Ma O ry C W m CD �O > Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No : 1 Groups Printed-Bikes Peds Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right Peds Thru Right Peds Left Thru Peds Exclu.Total Inclu.Total Int.Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 Apprch% 0 0 0 0 0 0 Total% 0 0 Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No :2 Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right App.Total Thru Right App.Total Left Thru App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Ward Hill Industrial Park Out In Total F 0 O F 0 0 0 Ri ht Left Peak Hour Data —o o O North o — o J Cn o Peak Hour Begins at 06:00 A o c o Bikes Peds o CD —� O O v o— Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No :3 Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right App.Total Thru Right App.Total Left Thru App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:00 AM 06:00 AM 06:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Ward Hill Industrial Park In-Peak Hour:06:00 AM 0 0 0 Ri ht Left Peak Hour Data Q 0 C) North ? CD CDcn Q �o J CD ° Bikes PedsZL D cap H � o D —a o c Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No : 1 Groups Printed-Cars-Trucks-Buses-Tractor Trailer Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right Thru Right U-TR Left Thru U-TR Int.Total 04:00 PM 2 9 300 1 0 10 225 0 547 04:15 PM 2 13 304 2 0 12 224 1 558 04:30 PM 0 8 341 1 0 10 215 1 576 04:45 PM 0 19 333 1 0 9 205 0 567 Total 4 49 1278 5 0 41 869 2 2248 05:00 PM 1 15 328 0 0 13 250 1 608 05:15 PM 0 13 390 1 0 8 224 0 636 05:30 PM 1 9 333 0 0 6 202 0 551 05:45 PM 0 8 292 0 0 9 221 0 530 Total 2 45 1343 1 0 36 897 1 2325 06:00 PM 0 14 260 2 0 14 191 0 481 06:15 PM 0 6 250 2 0 9 167 1 435 06:30 PM 0 3 205 0 0 6 143 0 357 06:45 PM 0 7 184 0 0 11 135 0 337 Total 0 30 899 4 0 40 636 1 1610 Grand Total 6 124 3520 10 0 117 2402 4 6183 Apprch% 4.6 95.4 99.7 0.3 0 4.6 95.2 0.2 Total% 0.1 2 56.9 0.2 0 1.9 38.8 0.1 Cars 6 124 3473 10 0 117 2349 4 6083 %Cars 100 100 98.7 100 0 100 97.8 100 98.4 Trucks 0 0 18 0 0 0 28 0 46 %Trucks 0 0 0.5 0 0 0 1.2 0 0.7 Buses 0 0 8 0 0 0 5 0 13 % Buses 0 0 0.2 0 0 0 0.2 0 0.2 Tractor Trailer 0 0 21 0 0 0 20 0 41 %Tractor Trailer 0 0 0.6 0 0 0 0.8 0 0.7 Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No :2 Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right[:App.Total Thru Right U-TR App.Total Left Thru U-TR App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 8 8 341 1 0 342 10 215 1 226 576 04:45 PM 0 19 19 333 1 0 334 9 205 0 214 567 05:00 PM 1 15 16 328 0 0 328 13 250 1 264 608 05:15 PM 0 13 13 390 1 0 391 8 224 0 232 636 Total Volume 1 55 56 1392 3 0 1395 40 894 2 936 2387 %App.Total 1.8 98.2 99.8 0.2 0 4.3 95.5 0.2 PHF .250 .724 .737 .892 .750 .000 .892 .769 .894 .500 .886 .938 Cars 1 55 56 1377 3 0 1380 40 872 2 914 2350 %Cars 100 100 100 98.9 100 0 98.9 100 97.5 100 97.6 98.4 Trucks 0 0 0 7 0 0 7 0 10 0 10 17 %Trucks 0 0 0 0.5 0 0 0.5 0 1.1 0 1.1 0.7 Buses 0 0 0 5 0 0 5 0 3 0 3 8 %Buses 0 0 0 0.4 0 0 0.4 0 0.3 0 0.3 0.3 Tractor Trailer 0 0 0 3 0 0 3 0 9 0 9 12 %Tractor Trailer 0 0 0 0.2 0 0 0.2 0 1.0 0 1.0 0.5 Ward Hill Industrial Park Out In Total 43 56 99 0 0 0 0 0 0 0 0 0 43 56 99 55 1 0 0 0 0 0 0 55 1 Ri ht Left 4-7 l Peak Hour Data -CIOf`00NC) (z�r �00 o CO M O N N 0 0 0 0 0 00 00 > o�,,�rn CO J Peak Hour Begins at 04:30 P W O O O W a NOM6» � 00 00 Cars �3 w o ~ Trucks 1\)WCn�� "'WC"~o D Nf`LnMf� NOOO Buses c ~ Tractor Trailer ry ry 0 0 0 0 0 0 N N CO S -..x OfV00�1W- Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No :3 Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right[:App.Total Thru Right U-TR App.Total Left Thru U-TR App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:30 PM 04:15 PM +0 mins. 2 13 15 341 1 0 342 12 224 1 237 +15 mins. 0 8 8 333 1 0 334 10 215 1 226 +30 mins. 0 19 19 328 0 0 328 9 205 0 214 +45 mins. 1 15 16 390 1 0 391 13 250 1 264 Total Volume 3 55 58 1392 3 0 1395 44 894 3 941 %App.Total 5.2 94.8 99.8 0.2 0 4.7 95 0.3 PHF .375 .724 .763 .892 .750 .000 .892 .846 .894 .750 .891 Cars 3 55 58 1377 3 0 1380 44 874 3 921 %Cars 100 100 100 98.9 100 0 98.9 100 97.8 100 97.9 Trucks 0 0 0 7 0 0 7 0 8 0 8 %Trucks 0 0 0 0.5 0 0 0.5 0 0.9 0 0.9 Buses 0 0 0 5 0 0 5 0 3 0 3 %Buses 0 0 0 0.4 0 0 0.4 0 0.3 0 0.3 Tractor Trailer 0 0 0 3 0 0 3 0 9 0 9 %Tractor Trailer 0 0 0 0.2 0 0 0.2 0 1 0 1 Ward Hill Industrial Park In-Peak Hour:04:15 PM 58 0 0 0 58 55 3 0 0 0 0 0 0 55 3 ROM Left Peak Hour Data LO �000� N� J1 h (D - Q0 Cars �W000W wQ COMM �rn rn �o0Ma)� Trucks �� _ �_c ° M M�� Buses �3 w w w w° ~ Tractor Trailer 1\)wCn-4-4 CTIwCn-4C) C N M O O O M C -0_ � � frJ CD O C: 0 0 0 0 0 Accurate Counts 978-664-2565 Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No : 1 Groups Printed-Cars Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right Thru Right U-TR Left Thru U-TR Int.Total 04:00 PM 2 9 286 1 0 10 218 0 526 04:15 PM 2 13 299 2 0 12 219 1 548 04:30 PM 0 8 336 1 0 10 213 1 569 04:45 PM 0 19 331 1 0 9 200 0 560 Total 4 49 1252 5 0 41 850 2 2203 05:00 PM 1 15 324 0 0 13 242 1 596 05:15 PM 0 13 386 1 0 8 217 0 625 05:30 PM 1 9 330 0 0 6 201 0 547 05:45 PM 0 8 292 0 0 9 218 0 527 Total 2 45 1332 1 0 36 878 1 2295 06:00 PM 0 14 258 2 0 14 189 0 477 06:15 PM 0 6 247 2 0 9 161 1 426 06:30 PM 0 3 204 0 0 6 137 0 350 06:45 PM 0 7 180 0 0 11 134 0 332 Total 0 30 889 4 0 40 621 1 1585 Grand Total 6 124 3473 10 0 117 2349 4 6083 Apprch% 4.6 95.4 99.7 0.3 0 4.7 95.1 0.2 Total% 0.1 2 57.1 0.2 0 1.9 38.6 0.1 Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No :2 Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right App.Total Thru Right U-TR App.Total Left Thru U-TR App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 8 8 336 1 0 337 10 213 1 224 569 04:45 PM 0 19 19 331 1 0 332 9 200 0 209 560 05:00 PM 1 15 16 324 0 0 324 13 242 1 256 596 05:15 PM 0 13 13 386 1 0 387 8 217 0 225 625 Total Volume 1 55 56 1377 3 0 1380 40 872 2 914 2350 %App.Total 1.8 98.2 99.8 0.2 0 4.4 95.4 0.2 PHF .250 .724 .737 .892 .750 .000 .891 .769 .901 .500 .893 .940 Ward Hill Industrial Park Out In Total 43 56F 99 55 1 Ri ht Left 4-7 Peak Hour Data (.0 N o � (O North h w `"' Q � � N � rn CO Peak Hour Begins at 04:30 PM - o D N N ry, Cars < m O� �o N� �v Emma ca— Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No :3 Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right App.Total Thru Right U-TR App.Total Left Thru U-TR App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:30 PM 04:15 PM +0 mins. 2 13 15 336 1 0 337 12 219 1 232 +15 mins. 0 8 8 331 1 0 332 10 213 1 224 +30 mins. 0 19 19 324 0 0 324 9 200 0 209 +45 mins. 1 15 16 386 1 0 387 13 242 1 256 Total Volume 3 55 58 1377 3 0 1380 44 874 3 921 %App.Total 5.2 94.8 99.8 0.2 0 4.8 94.9 0.3 PHF .375 .724 .763 .892 .750 .000 .891 .846 .903 .750 .899 Ward Hill Industrial Park In-Peak Hour:04:15 PM 58 55 3 ROM Left 4-7 Peak Hour Data 75 LO North ZY CD Q O h W Q � 2� _N CO Cars Cars _ 00 �� ooD d m ry C W m H �o Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No : 1 Groups Printed-Trucks Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right Thru Right U-TR Left Thru U-TR Int.Total 04:00 PM 0 0 6 0 0 0 2 0 8 04:15 PM 0 0 2 0 0 0 2 0 4 04:30 PM 0 0 2 0 0 0 0 0 2 04:45 PM 0 0 1 0 0 0 1 0 2 Total 0 0 11 0 0 0 5 0 16 05:00 PM 0 0 2 0 0 0 5 0 7 05:15 PM 0 0 2 0 0 0 4 0 6 05:30 PM 0 0 1 0 0 0 0 0 1 05:45 PM 0 0 0 0 0 0 2 0 2 Total 0 0 5 0 0 0 11 0 16 06:00 PM 0 0 1 0 0 0 0 0 1 06:15 PM 0 0 0 0 0 0 6 0 6 06:30 PM 0 0 0 0 0 0 5 0 5 06:45 PM 0 0 1 0 0 0 1 0 2 Total 0 0 2 0 0 0 12 0 14 Grand Total 0 0 18 0 0 0 28 0 46 Apprch% 0 0 100 0 0 0 100 0 Total% 0 0 39.1 0 0 0 60.9 0 Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No :2 Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right App.Total Thru Right U-TR App.Total Left Thru U-TR App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 2 0 0 2 0 0 0 0 2 04:45 PM 0 0 0 1 0 0 1 0 1 0 1 2 05:00 PM 0 0 0 2 0 0 2 0 5 0 5 7 05:15 PM 0 0 0 2 0 0 2 0 4 0 4 6 Total Volume 0 0 0 7 0 0 7 0 10 0 10 17 %App.Total 0 0 100 0 0 0 100 0 PHF .000 .000 .000 .875 .000 .000 .875 .000 .500 .000 .500 .607 Ward Hill Industrial Park Out In Total 0 0 0 0 0 Ri ht Left 4-7 Peak Hour Data Ca r o o O North h O o Q o Peak Hour Begins at 04:30 PM cn H — � D O ry Trucks c `m 0 0 0 Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No :3 Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right App.Total Thru Right U-TR App.Total Left Thru U-TR App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 05:45 PM +0 mins. 0 0 0 6 0 0 6 0 2 0 2 +15 mins. 0 0 0 2 0 0 2 0 0 0 0 +30 mins. 0 0 0 2 0 0 2 0 6 0 6 +45 mins. 0 0 0 1 0 0 1 0 5 0 5 Total Volume 0 0 0 11 0 0 11 0 13 0 13 %App.Total 0 0 100 0 0 0 100 0 PHF .000 .000 .000 .458 .000 .000 .458 .000 .542 .000 .542 Ward Hill Industrial Park In-Peak Hour:04:00 PM 0 0 0 ROM Left 4-7 Peak Hour Data 75 LO o�� North ZY CD QO h Q CO _ Trucks =3- 1oD a o ry C o m H �o Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No : 1 Groups Printed-Tractor Trailer Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right Thru Right U-TR Left Thru U-TR Int.Total 04:00 PM 0 0 6 0 0 0 4 0 10 04:15 PM 0 0 3 0 0 0 2 0 5 04:30 PM 0 0 1 0 0 0 2 0 3 04:45 PM 0 0 0 0 0 0 4 0 4 Total 0 0 10 0 0 0 12 0 22 05:00 PM 0 0 2 0 0 0 1 0 3 05:15 PM 0 0 0 0 0 0 2 0 2 05:30 PM 0 0 2 0 0 0 1 0 3 05:45 PM 0 0 0 0 0 0 1 0 1 Total 0 0 4 0 0 0 5 0 9 06:00 PM 0 0 1 0 0 0 2 0 3 06:15 PM 0 0 3 0 0 0 0 0 3 06:30 PM 0 0 1 0 0 0 1 0 2 06:45 PM 0 0 2 0 0 0 0 0 2 Total 0 0 7 0 0 0 3 0 10 Grand Total 0 0 21 0 0 0 20 0 41 Apprch% 0 0 100 0 0 0 100 0 Total% 0 0 51.2 0 0 0 48.8 0 Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No :2 Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right App.Total Thru Right U-TR App.Total Left Thru U-TR App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 6 0 0 6 0 4 0 4 10 04:15 PM 0 0 0 3 0 0 3 0 2 0 2 5 04:30 PM 0 0 0 1 0 0 1 0 2 0 2 3 04:45 PM 0 0 0 0 0 0 0 0 4 0 4 4 Total Volume 0 0 0 10 0 0 10 0 12 0 12 22 %App.Total 0 0 100 0 0 0 100 0 PHF .000 .000 .000 .417 .000 .000 .417 .000 .750 .000 .750 .550 Ward Hill Industrial Park Out In Total 0 0 0 0 0 Ri ht Left 4-7 Peak Hour Data -N �N O o O North h � o Q N � Peak Hour Begins at 04:00 PM cn H — � o o D o o Tractor Trailer `m 0 N� N- Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No :3 Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right App.Total Thru Right U-TR App.Total Left Thru U-TR App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 0 0 6 0 0 6 0 4 0 4 +15 mins. 0 0 0 3 0 0 3 0 2 0 2 +30 mins. 0 0 0 1 0 0 1 0 2 0 2 +45 mins. 0 0 0 0 0 0 0 0 4 0 4 Total Volume 0 0 0 10 0 0 10 0 12 0 12 %App.Total 0 0 100 0 0 0 100 0 PHF .000 .000 .000 .417 .000 .000 .417 .000 .750 .000 .750 Ward Hill Industrial Park In-Peak Hour:04:00 PM 0 0 0 ROM Left 4-7 Peak Hour Data 75 o North ZY CD Q CV h Q i N 2 CD_ ° Tractor Trailer �- o ooD a o ry C o m H �o Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No : 1 Groups Printed-Buses Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right Thru Right U-TR Left Thru U-TR Int.Total 04:00 PM 0 0 2 0 0 0 1 0 3 04:15 PM 0 0 0 0 0 0 1 0 1 04:30 PM 0 0 2 0 0 0 0 0 2 04:45 PM 0 0 1 0 0 0 0 0 1 Total 0 0 5 0 0 0 2 0 7 05:00 PM 0 0 0 0 0 0 2 0 2 05:15 PM 0 0 2 0 0 0 1 0 3 05:30 PM 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 Total 0 0 2 0 0 0 3 0 5 06:00 PM 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 0 0 0 0 06:30 PM 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 1 0 0 0 0 0 1 Total 0 0 1 0 0 0 0 0 1 Grand Total 0 0 8 0 0 0 5 0 13 Apprch% 0 0 100 0 0 0 100 0 Total% 0 0 61.5 0 0 0 38.5 0 Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No :2 Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right App.Total Thru Right U-TR App.Total Left Thru U-TR App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 2 0 0 2 0 0 0 0 2 04:45 PM 0 0 0 1 0 0 1 0 0 0 0 1 05:00 PM 0 0 0 0 0 0 0 0 2 0 2 2 05:15 PM 0 0 0 2 0 0 2 0 1 0 1 3 Total Volume 0 0 0 5 0 0 5 0 3 0 3 8 %App.Total 0 0 100 0 0 0 100 0 PHF .000 .000 .000 .625 .000 .000 .625 .000 .375 .000 .375 .667 Ward Hill Industrial Park Out In Total 0 0 0 0 0 Ri ht Left 4-7 Peak Hour Data -FU 00 0 0 North h o Q M CO � Peak Hour Begins at 04:30 PM n H — =3 D O ry Buses C < LO m 0 0 0 v 00- Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No :3 Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right App.Total Thru Right U-TR App.Total Left Thru U-TR App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:15 PM +0 mins. 0 0 0 2 0 0 2 0 1 0 1 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 2 0 0 2 0 0 0 0 +45 mins. 0 0 0 1 0 0 1 0 2 0 2 Total Volume 0 0 0 5 0 0 5 0 3 0 3 %App.Total 0 0 100 0 0 0 100 0 PHF .000 .000 .000 .625 .000 .000 .625 .000 .375 .000 .375 Ward Hill Industrial Park In-Peak Hour:04:00 PM 0 0 0 ROM Left 4-7 Peak Hour Data 75 LO NorthZY CD Q�M .ram wQ (a 0 i �� C ° � �� Buses 70a ory C oD H m �o Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No : 1 Groups Printed-Bikes Peds Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right Peds Thru Right Peds Left Thru Peds Exclu.Total Inclu.Total Int.Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 Apprch% 0 0 0 0 0 0 Total% 0 0 Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No :2 Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right App.Total Thru Right App.Total Left Thru App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Ward Hill Industrial Park Out In Total 0 0 0 0 0 ROM Left Peak Hour Data -F5 0 o O North Q o o a) Q J CD Peak Hour Begins at 04:00 PM o Z L D C: o �� Bikes Peds �� o CD —� O O v o— Accurate Counts 978-664-2565 N/S Street:Ward Hill Industrial Park File Name :27010002 E/W Street: Industrial Avenue Site Code :27010002 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Clear Page No :3 Ward Hill Industrial Park Industrial Ave Industrial Ave From North From East From West Start Time Left Right App.Total Thru Right App.Total Left Thru App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Ward Hill Industrial Park In-Peak Hour:04:00 PM 0 0 0 ROM Left Peak Hour Data 75 North ? C CDcn Q � CL 0 J _C: CD ° Bikes PedsZL ca) H � o m —a o c Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars-Trucks-Buses-Tractor Trailer South Main St South Main St Industrial Ave From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 68 109 31 5 34 64 311 06:15 AM 101 129 56 22 38 96 442 06:30 AM 103 138 67 19 58 119 504 06:45 AM 135 151 87 29 57 130 589 Total 407 527 241 75 187 409 1846 07:00 AM 132 155 83 27 58 138 593 07:15 AM 163 151 59 33 51 211 668 07:30 AM 202 137 63 31 66 263 762 07:45 AM 134 143 97 40 71 283 768 Total 631 586 302 131 246 895 2791 08:00 AM 140 142 87 21 69 277 736 08:15 AM 144 156 74 35 73 249 731 08:30 AM 119 144 89 43 97 202 694 08:45 AM 100 126 60 34 69 133 522 Total 503 568 310 133 308 861 2683 Grand Total 1541 1681 853 339 741 2165 7320 Apprch% 47.8 52.2 71.6 28.4 25.5 74.5 Total% 21.1 23 11.7 4.6 10.1 29.6 Cars 1508 1637 766 323 702 2058 6994 %Cars 97.9 97.4 89.8 95.3 94.7 95.1 95.5 Trucks 18 18 45 6 15 57 159 %Trucks 1.2 1.1 5.3 1.8 2 2.6 2.2 Buses 13 17 6 9 14 11 70 %Buses 0.8 1 0.7 2.7 1.9 0.5 1 Tractor Trailer 2 9 36 1 10 39 97 %Tractor Trailer 0.1 0.5 4.2 0.3 1.3 1.8 1.3 Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 South Main St South Main St Industrial Ave From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 202 137 339 63 31 94 66 263 329 762 07:45 AM 134 143 277 97 40 137 71 283 354 768 08:00 AM 140 142 282 87 21 108 69 277 346 736 08:15 AM 144 156 300 74 35 109 73 249 322 731 Total Volume 620 578 1198 321 127 448 279 1072 1351 2997 %App.Total 51.8 48.2 71.7 28.3 20.7 79.3 PHF .767 .926 .883 .827 .794 .818 .955 .947 .954 .976 Cars 605 565 1170 298 122 420 267 1028 1295 2885 %Cars 97.6 97.8 97.7 92.8 96.1 93.8 95.7 95.9 95.9 96.3 Trucks 9 6 15 16 1 17 3 27 30 62 %Trucks 1.5 1.0 1.3 5.0 0.8 3.8 1.1 2.5 2.2 2.1 Buses 5 4 9 0 4 4 4 4 8 21 %Buses 0.8 0.7 0.8 0 3.1 0.9 1.4 0.4 0.6 0.7 Tractor Trailer 1 3 4 7 0 7 5 13 18 29 %Tractor Trailer 0.2 0.5 0.3 2.2 0 1.6 1.8 1.2 1.3 1.0 South Main St Out In Total 389 1170 1559 4 15 19 8 9 17 5 4 9 406 1198 1604 565 605 6 9 4 5 3 1 578 620 Ri ht Thru Peak Hour Data -CONN00O O N �N N I'-M'It LO0) North > LO CD o0 00 N N a Peak Hour Begins at 07:30 AM O')CY) LO J N CO A.- 00I"-'It MN Cars � No N T-o Trucks MNNtC) T T� Buses ON Tractor Trailer Left Thru 298 122 16 1 0 4 7 0 321 127 1633 420 2053 36 17 53 9 4 13 14 7 21 1692 448 2140 Out In Total Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 South Main St South Main St Industrial Ave From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:45 AM 07:45 AM 07:30 AM +0 mins. 135 151 286 97 40 137 66 263 329 +15 mins. 132 155 287 87 21 108 71 283 354 +30 mins. 163 151 314 74 35 109 69 277 346 +45 mins. 202 137 339 89 43 132 73 249 322 Total Volume 632 594 1226 347 139 486 279 1072 1351 %App.Total 51.5 48.5 71.4 28.6 20.7 79.3 PHF .782 .958 .904 .894 .808 .887 .955 .947 .954 Cars 615 579 1194 323 134 457 267 1028 1295 %Cars 97.3 97.5 97.4 93.1 96.4 94 95.7 95.9 95.9 Trucks 10 4 14 19 2 21 3 27 30 %Trucks 1.6 0.7 1.1 5.5 1.4 4.3 1.1 2.5 2.2 Buses 7 8 15 0 3 3 4 4 8 %Buses 1.1 1.3 1.2 0 2.2 0.6 1.4 0.4 0.6 Tractor Trailer 0 3 3 5 0 5 5 13 18 %Tractor Trailer 0 0.5 0.2 1.4 0 1 1.8 1.2 1.3 South Main St In-Peak Hour:06:45 AM 1194 14 15 3 1226 579 615 4 10 8 7 3 0 594 632 Ri ht Thru Peak Hour Data Q O M ti I-CV)Nt U')M�, Cars Q0LOo0o0O� `N° N a� L 0-)Cl) LO -j Trucks D N M 4- CO I-Nt M N 4-1Buses N N �o= Tractor Trailer n C Left Thru 323 134 19 2 0 3 5 0 347 139 457 21 3 5 486 In-Peak Hour:07:45 AM Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars South Main St South Main St Industrial Ave From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 66 102 26 5 30 56 285 06:15 AM 99 127 38 22 34 87 407 06:30 AM 101 133 59 18 54 113 478 06:45 AM 131 143 78 27 54 125 558 Total 397 505 201 72 172 381 1728 07:00 AM 131 152 77 22 56 127 565 07:15 AM 158 150 49 31 51 209 648 07:30 AM 195 134 56 30 64 253 732 07:45 AM 131 139 88 38 70 278 744 Total 615 575 270 121 241 867 2689 08:00 AM 137 141 84 20 67 266 715 08:15 AM 142 151 70 34 66 231 694 08:30 AM 119 143 81 42 87 191 663 08:45 AM 98 122 60 34 69 122 505 Total 496 557 295 130 289 810 2577 Grand Total 1508 1637 766 323 702 2058 6994 Apprch% 47.9 52.1 70.3 29.7 25.4 74.6 Total% 21.6 23.4 11 4.6 10 29.4 Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 South Main St South Main St Industrial Ave From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 195 134 329 56 30 86 64 253 317 732 07:45 AM 131 139 270 88 38 126 70 278 348 744 08:00 AM 137 141 278 84 20 104 67 266 333 715 08:15 AM 142 151 293 70 34 104 66 231 297 694 Total Volume 605 565 1170 298 122 420 267 1028 1295 2885 %App.Total 51.7 48.3 71 29 20.6 79.4 PHF .776 .935 .889 .847 .803 .833 .954 .924 .930 .969 South Main St Out In Total 389 F 1559 565 605 Ri ht Thru _ Peak Hour Data CO O N H North Q I J� ��N }, Peak Hour Begins at 07:30 AM U) N Cars O 00 Left Thru 298 122 1633 420 2053 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:45 AM 07:45 AM 07:30 AM +0 mins. 131 143 274 88 38 126 64 253 317 +15 mins. 131 152 283 84 20 104 70 278 348 +30 mins. 158 150 308 70 34 104 67 266 333 +45 mins. 195 134 329 81 42 123 66 231 297 Total Volume 615 579 1194 323 134 457 267 1028 1295 %App.Total 51.5 48.5 70.7 29.3 20.6 79.4 PHF .788 .952 .907 .918 .798 .907 .954 .924 .930 Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 South Main St In-Peak Hour:06:45 AM 1194 579 615 Ri ht Thru 4-7 Peak Hour Data Q O ti ♦ North Q�LO N N L O- J � �N L ° Cars v= CO N O � N r _n C Left Thru 323 134 457 In-Peak Hour:07:45 AM Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Trucks South Main St South Main St Industrial Ave From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 2 4 0 0 2 4 12 06:15 AM 1 1 9 0 2 3 16 06:30 AM 1 2 4 1 2 4 14 06:45 AM 2 2 3 0 2 3 12 Total 6 9 16 1 8 14 54 07:00 AM 0 1 2 1 2 7 13 07:15 AM 3 0 4 2 0 2 11 07:30 AM 5 1 4 0 1 5 16 07:45 AM 0 3 7 0 0 2 12 Total 8 5 17 3 3 16 52 08:00 AM 2 1 3 1 1 9 17 08:15 AM 2 1 2 0 1 11 17 08:30 AM 0 1 7 1 2 5 16 08:45 AM 0 1 0 0 0 2 3 Total 4 4 12 2 4 27 53 Grand Total 18 18 45 6 15 57 159 Apprch% 50 50 88.2 11.8 20.8 79.2 Total% 11.3 11.3 28.3 3.8 9.4 35.8 Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 South Main St South Main St Industrial Ave From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 5 1 6 4 0 4 1 5 6 16 07:45 AM 0 3 3 7 0 7 0 2 2 12 08:00 AM 2 1 3 3 1 4 1 9 10 17 08:15 AM 2 1 3 2 0 2 1 11 12 17 Total Volume 9 6 15 16 1 17 3 27 30 62 %App.Total 60 40 94.1 5.9 10 90 PHF .450 .500 .625 .571 .250 .607 .750 .614 .625 .912 South Main St Out In Total ® 15F 19 6 9 Ri ht Thru Peak Hour Data -N (a LO O H M North Q 0M J Peak Hour Begins at 07:30 AM L IN Trucks �N O Left Thru 16 1 36 17 53 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:00 AM 07:15 AM 07:45 AM +0 mins. 2 4 6 4 2 6 0 2 2 +15 mins. 1 1 2 4 0 4 1 9 10 +30 mins. 1 2 3 7 0 7 1 11 12 +45 mins. 2 2 4 3 1 4 2 5 7 Total Volume 6 9 15 18 3 21 4 27 31 %App.Total 40 60 85.7 14.3 12.9 87.1 PHF .750 .563 .625 .643 .375 .750 .500 .614 .646 Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 South Main St In-Peak Hour:06:00 AM 15 9 6 Ri ht Thru 4-7 Peak Hour Data Q LO North _ L CIO J (a � L Trucks � N� � N _n C Left Thru 18 3 21 In-Peak Hour:07:15 AM Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Grou s Printed-Tractor Trailer South Main St South Main St Industrial Ave From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 0 0 5 0 2 4 11 06:15 AM 0 0 9 0 0 4 13 06:30 AM 0 2 4 0 2 1 9 06:45 AM 0 1 4 0 1 2 8 Total 0 3 22 0 5 11 41 07:00 AM 0 0 3 1 0 4 8 07:15 AM 0 1 3 0 0 0 4 07:30 AM 0 1 3 0 0 3 7 07:45 AM 1 1 2 0 1 2 7 Total 1 3 11 1 1 9 26 08:00 AM 0 0 0 0 1 2 3 08:15 AM 0 1 2 0 3 6 12 08:30 AM 0 0 1 0 0 4 5 08:45 AM 1 2 0 0 0 7 10 Total 1 3 3 0 4 19 30 Grand Total 2 9 36 1 10 39 97 Apprch% 18.2 81.8 97.3 2.7 20.4 79.6 Total% 2.1 9.3 37.1 1 10.3 40.2 Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 South Main St South Main St Industrial Ave From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM 0 0 0 5 0 5 2 4 6 11 06:15 AM 0 0 0 g 0 g 0 4 4 13 06:30 AM 0 2 2 4 0 4 2 1 3 9 06:45 AM 0 1 1 4 0 4 1 2 3 8 Total Volume 0 3 3 22 0 22 5 11 16 41 %App.Total 0 100 100 0 31.2 68.8 PHF .000 .375 .375 .611 .000 .611 .625 .688 .667 .788 South Main St Out In Total 05 0 3 0 Ri ht Thru Peak Hour Data 0 North Q C-0O J Peak Hour Begins at 06:00 AM L r Tractor Trailer �N O Left Thru 22 0 11 22 33 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:30 AM 06:00 AM 08:00 AM +0 mins. 0 2 2 5 0 5 1 2 3 +15 mins. 0 1 1 g 0 g 3 6 g +30 mins. 0 0 0 4 0 4 0 4 4 +45 mins. 0 1 1 4 0 4 0 7 7 Total Volume 0 4 4 22 0 22 4 19 23 %App.Total 0 100 100 0 17.4 82.6 PHF .000 .500 .500 .611 .000 .611 .333 .679 .639 Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 South Main St In-Peak Hour:06:30 AM 4 0 Ri ht Thru 4-7 Peak Hour Data Q O C) ♦ North Q 0 M N _ L N J (a � _ Tractor Trailer � aa) E —n c Left Thru 22 0 22 In-Peak Hour:06:00 AM Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Buses South Main St South Main St Industrial Ave From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 0 3 0 0 0 0 3 06:15 AM 1 1 0 0 2 2 6 06:30 AM 1 1 0 0 0 1 3 06:45 AM 2 5 2 2 0 0 11 Total 4 10 2 2 2 3 23 07:00 AM 1 2 1 3 0 0 7 07:15 AM 2 0 3 0 0 0 5 07:30 AM 2 1 0 1 1 2 7 07:45 AM 2 0 0 2 0 1 5 Total 7 3 4 6 1 3 24 08:00 AM 1 0 0 0 0 0 1 08:15 AM 0 3 0 1 3 1 8 08:30 AM 0 0 0 0 8 2 10 08:45 AM 1 1 0 0 0 2 4 Total 2 4 0 1 11 5 23 Grand Total 13 17 6 9 14 11 70 Apprch% 43.3 56.7 40 60 56 44 Total% 18.6 24.3 8.6 12.9 20 15.7 Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 South Main St South Main St Industrial Ave From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:45 AM 06:45 AM 2 5 7 2 2 4 0 0 0 11 07:00 AM 1 2 3 1 3 4 0 0 0 7 07:15 AM 2 0 2 3 0 3 0 0 0 5 07:30 AM 2 1 3 0 1 1 1 2 3 7 Total Volume 7 8 15 6 6 12 1 2 3 30 %App.Total 46.7 53.3 50 50 33.3 66.7 PHF .875 .400 .536 .500 .500 .750 .250 .250 .250 .682 South Main St Out In Total 07 15F 22 8 7 Ri ht Thru ti Peak Hour Data 0 North Peak Hour Begins at 06:45 AM L U) N Buses +'r O Left Thru 6 6 0 12 21 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:45 AM 06:45 AM 08:00 AM +0 mins. 2 5 7 2 2 4 0 0 0 +15 mins. 1 2 3 1 3 4 3 1 4 +30 mins. 2 0 2 3 0 3 g 2 10 +45 mins. 2 1 3 0 1 1 0 2 2 Total Volume 7 8 15 6 6 12 11 5 16 %App.Total 46.7 53.3 50 50 68.8 31.2 PHF .875 .400 .536 .500 .500 .750 .344 .625 .400 Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 South Main St In-Peak Hour:06:45 AM 15 8 7 Ri ht Thru 4-7 Peak Hour Data Q O North Q� -FU =; Buses L _ Lf) � N E n C Left Thru 6 6 12 In-Peak Hour:06:45 AM Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Bikes Peds South Main St South Main St Industrial Ave From North From South From West Start Time Thru Right Peds Left Thru Peds Left Right Peds Exclu.Total Inclu.Total Int.Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 Apprch% 0 0 0 0 0 0 Total% 0 0 Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 South Main St South Main St Industrial Ave From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 South Main St Out In Total F 0 DO F 0 0 0 Ri ht Thru Peak Hour Data 0 0 0 North Q o J� Peak Hour Begins at 06:00 AM o Bikes Peds O I Left Thru 0 0 0 0 0 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:00 AM 06:00 AM 06:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 South Main St In-Peak Hour:06:00 AM 0 0 0 Ri ht Thru 4-7 Peak Hour Data Q 0 0 North Q�0 J� = o Bikes Peds � aa) —n c Left Thru 0 0 0 In-Peak Hour:06:00 AM Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars-Trucks-Buses-Tractor Trailer South Main St South Main St Industrial Ave From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 69 129 200 121 137 101 757 04:15 PM 74 121 174 133 122 102 726 04:30 PM 59 111 230 135 133 80 748 04:45 PM 58 120 221 135 124 94 752 Total 260 481 825 524 516 377 2983 05:00 PM 72 108 225 146 149 95 795 05:15 PM 66 133 256 131 138 93 817 05:30 PM 51 105 227 150 135 72 740 05:45 PM 46 92 195 135 139 78 685 Total 235 438 903 562 561 338 3037 06:00 PM 59 103 176 122 123 77 660 06:15 PM 64 99 136 107 98 74 578 06:30 PM 44 92 114 117 89 50 506 06:45 PM 48 62 111 60 92 43 416 Total 215 356 537 406 402 244 2160 Grand Total 710 1275 2265 1492 1479 959 8180 Apprch% 35.8 64.2 60.3 39.7 60.7 39.3 Total% 8.7 15.6 27.7 18.2 18.1 11.7 Cars 698 1247 2224 1479 1454 922 8024 %Cars 98.3 97.8 98.2 99.1 98.3 96.1 98.1 Trucks 2 7 23 7 2 11 52 %Trucks 0.3 0.5 1 0.5 0.1 1.1 0.6 Buses 10 12 3 5 18 9 57 %Buses 1.4 0.9 0.1 0.3 1.2 0.9 0.7 Tractor Trailer 0 9 15 1 5 17 47 %Tractor Trailer 0 0.7 0.7 0.1 0.3 1.8 0.6 Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 South Main St South Main St Industrial Ave From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 59 111 170 230 135 365 133 80 213 748 04:45 PM 58 120 178 221 135 356 124 94 218 752 05:00 PM 72 108 180 225 146 371 149 95 244 795 05:15 PM 66 133 199 256 131 387 138 93 231 817 Total Volume 255 472 727 932 547 1479 544 362 906 3112 %App.Total 35.1 64.9 63 37 60 40 PHF .885 .887 .913 .910 .937 .955 .913 .953 .928 .952 Cars 252 461 713 913 542 1455 537 345 882 3050 %Cars 98.8 97.7 98.1 98.0 99.1 98.4 98.7 95.3 97.4 98.0 Trucks 1 5 6 13 3 16 0 5 5 27 %Trucks 0.4 1.1 0.8 1.4 0.5 1.1 0 1.4 0.6 0.9 Buses 2 4 6 3 1 4 6 5 11 21 %Buses 0.8 0.8 0.8 0.3 0.2 0.3 1.1 1.4 1.2 0.7 Tractor Trailer 0 2 2 3 1 4 1 7 8 14 %Tractor Trailer 0 0.4 0.3 0.3 0.2 0.3 0.2 1.9 0.9 0.4 South Main St Out In Total 1079 713 1792 3 6 9 7 6 13 2 2 4 1091 727 1818 461 252 5 1 4 2 2 0 472 255 Ri ht Thru Peak Hour Data -CO M OO MO (a Lf7 N r O N 00 N N North N 000-� > N CO ��� Peak Hour Begins at 04:30 PM CO O J CO O 4- LOLOLnr-N Cars CO (0Trucks �COI-LO Buses M Tractor Trailer O� I Left Thru 913 542 13 3 3 1 3 1 932 547 597 1455 2052 6 16 22 7 4 11 7 4 11 617 1479 2096 Out In Total Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 South Main St South Main St Industrial Ave From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:45 PM 04:30 PM +0 mins. 69 129 198 221 135 356 133 80 213 +15 mins. 74 121 195 225 146 371 124 94 218 +30 mins. 59 111 170 256 131 387 149 95 244 +45 mins. 58 120 178 227 150 377 138 93 231 Total Volume 260 481 741 929 562 1491 544 362 906 %App.Total 35.1 64.9 62.3 37.7 60 40 PHF .878 .932 .936 .907 .937 .963 .913 .953 .928 Cars 249 462 711 913 557 1470 537 345 882 %Cars 95.8 96 96 98.3 99.1 98.6 98.7 95.3 97.4 Trucks 2 4 6 10 3 13 0 5 5 %Trucks 0.8 0.8 0.8 1.1 0.5 0.9 0 1.4 0.6 Buses 9 8 17 2 2 4 6 5 11 %Buses 3.5 1.7 2.3 0.2 0.4 0.3 1.1 1.4 1.2 Tractor Trailer 0 7 7 4 0 4 1 7 8 %Tractor Trailer 0 1.5 0.9 0.4 0 0.3 0.2 1.9 0.9 South Main St In-Peak Hour:04:00 PM 711 6 17 7 741 462 249 4 2 8 9 7 0 481 260 Ri ht Thru Peak Hour Data O M ti o cD- l �, >oNL�ooco O LO a� Cars Q L CO o -j Trucks oCO rn U_ ��LO�N}, Buses M M Tractor Trailer -n c I Left Thru 913 557 10 3 2 2 4 0 929 562 1470 13 4 4 1491 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars South Main St South Main St Industrial Ave From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 62 117 194 116 133 95 717 04:15 PM 72 119 169 133 121 95 709 04:30 PM 58 108 225 134 131 78 734 04:45 PM 57 118 213 133 123 89 733 Total 249 462 801 516 508 357 2893 05:00 PM 72 106 221 144 146 90 779 05:15 PM 65 129 254 131 137 88 804 05:30 PM 51 104 225 149 135 71 735 05:45 PM 46 92 195 135 137 77 682 Total 234 431 895 559 555 326 3000 06:00 PM 59 102 175 121 123 75 655 06:15 PM 64 99 133 106 93 73 568 06:30 PM 44 92 112 117 85 49 499 06:45 PM 48 61 108 60 90 42 409 Total 215 354 528 404 391 239 2131 Grand Total 698 1247 2224 1479 1454 922 8024 Apprch% 35.9 64.1 60.1 39.9 61.2 38.8 Total% 8.7 15.5 27.7 18.4 18.1 11.5 Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 South Main St South Main St Industrial Ave From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 57 118 175 213 133 346 123 89 212 733 05:00 PM 72 106 178 221 144 365 146 90 236 779 05:15 PM 65 129 194 254 131 385 137 88 225 804 05:30 PM 51 104 155 225 149 374 135 71 206 735 Total Volume 245 457 702 913 557 1470 541 338 879 3051 %App.Total 34.9 65.1 62.1 37.9 61.5 38.5 PHF .851 .886 .905 .899 .935 .955 .926 .939 .931 .949 South Main St Out In Total 1098 F 1800 457 245 Ri ht Thru Peak Hour Data 0') O N �N North Q � ILOJ� CO CO Peak Hour Begins at 04:45 PM — o E Cars .- O`� r Left Thru 913 557 583 1470 2053 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:45 PM 04:30 PM +0 mins. 58 108 166 213 133 346 131 78 209 +15 mins. 57 118 175 221 144 365 123 89 212 +30 mins. 72 106 178 254 131 385 146 90 236 +45 mins. 65 129 194 225 149 374 137 88 225 Total Volume 252 461 713 913 557 1470 537 345 882 %App.Total 35.3 64.7 62.1 37.9 60.9 39.1 PHF .875 .893 .919 .899 .935 .955 .920 .958 .934 Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 South Main St In-Peak Hour:04:30 PM 713 461 252 Ri ht Thru 4-7 Peak Hour Data O C.0 North < N LO J� � 00 o _ �� Cars � N _n C Left Thru 913 557 1470 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Trucks South Main St South Main St Industrial Ave From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 1 1 4 2 2 2 12 04:15 PM 0 1 3 0 0 2 6 04:30 PM 0 0 4 0 0 1 5 04:45 PM 1 2 5 1 0 0 9 Total 2 4 16 3 2 5 32 05:00 PM 0 0 3 2 0 3 8 05:15 PM 0 3 1 0 0 1 5 05:30 PM 0 0 1 0 0 0 1 05:45 PM 0 0 0 0 0 1 1 Total 0 3 5 2 0 5 15 06:00 PM 0 0 0 1 0 0 1 06:15 PM 0 0 0 1 0 0 1 06:30 PM 0 0 1 0 0 0 1 06:45 PM 0 0 1 0 0 1 2 Total 0 0 2 2 0 1 5 Grand Total 2 7 23 7 2 11 52 Apprch% 22.2 77.8 76.7 23.3 15.4 84.6 Total% 3.8 13.5 44.2 13.5 3.8 21.2 Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 South Main St South Main St Industrial Ave From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 1 1 2 4 2 6 2 2 4 12 04:15 PM 0 1 1 3 0 3 0 2 2 6 04:30 PM 0 0 0 4 0 4 0 1 1 5 04:45 PM 1 2 3 5 1 6 0 0 0 9 Total Volume 2 4 6 16 3 19 2 5 7 32 %App.Total 33.3 66.7 84.2 15.8 28.6 71.4 PHF .500 .500 .500 .800 .375 .792 .250 .625 .438 .667 South Main St Out In Total 05 6F 11 4 2 Ri ht Thru Peak Hour Data (a N O H O N� North a �_ Peak Hour Begins at 04:00 PM Trucks �N O Left Thru 16 3 07 19 26 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM +0 mins. 1 1 2 4 2 6 2 2 4 +15 mins. 0 1 1 3 0 3 0 2 2 +30 mins. 0 0 0 4 0 4 0 1 1 +45 mins. 1 2 3 5 1 6 0 0 0 Total Volume 2 4 6 16 3 19 2 5 7 %App.Total 33.3 66.7 84.2 15.8 28.6 71.4 PHF .500 .500 .500 .800 .375 .792 .250 .625 .438 Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 South Main St In-Peak Hour:04:00 PM 4 2 Ri ht Thru 4-7 Peak Hour Data O North Qom J� L ° Trucks � N n C Left Thru 16 3 19 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Grou s Printed-Tractor Trailer South Main St South Main St Industrial Ave From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 0 5 2 0 2 3 12 04:15 PM 0 1 2 0 0 3 6 04:30 PM 0 1 0 1 1 1 4 04:45 PM 0 0 1 0 0 4 5 Total 0 7 5 1 3 11 27 05:00 PM 0 1 1 0 0 1 3 05:15 PM 0 0 1 0 0 1 2 05:30 PM 0 1 1 0 0 1 3 05:45 PM 0 0 0 0 2 0 2 Total 0 2 3 0 2 3 10 06:00 PM 0 0 1 0 0 2 3 06:15 PM 0 0 3 0 0 0 3 06:30 PM 0 0 1 0 0 1 2 06:45 PM 0 0 2 0 0 0 2 Total 0 0 7 0 0 3 10 Grand Total 0 9 15 1 5 17 47 Apprch% 0 100 93.8 6.2 22.7 77.3 Total% 0 19.1 31.9 2.1 10.6 36.2 Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 South Main St South Main St Industrial Ave From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 5 5 2 0 2 2 3 5 12 04:15 PM 0 1 1 2 0 2 0 3 3 6 04:30 PM 0 1 1 0 1 1 1 1 2 4 04:45 PM 0 0 0 1 0 1 0 4 4 5 Total Volume 0 7 7 5 1 6 3 11 14 27 %App.Total 0 100 83.3 16.7 21.4 78.6 PHF .000 .350 .350 .625 .250 .750 .375 .688 .700 .563 South Main St Out In Total F4 7F 11 7 0 Ri ht Thru Peak Hour Data Q0 (a N O H M North Q � J (� C Peak Hour Begins at 04:00 PM Tractor Trailer +'r O Left Thru 5 1 11 6 17 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 06:00 PM 04:00 PM +0 mins. 0 5 5 1 0 1 2 3 5 +15 mins. 0 1 1 3 0 3 0 3 3 +30 mins. 0 1 1 1 0 1 1 1 2 +45 mins. 0 0 0 2 0 2 0 4 4 Total Volume 0 7 7 7 0 7 3 11 14 %App.Total 0 100 100 0 21.4 78.6 PHF .000 .350 .350 .583 .000 .583 .375 .688 .700 Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 South Main St In-Peak Hour:04:00 PM 0 7 0 Ri ht Thru 4-7 Peak Hour Data O M North Q�� L J (a _ Tractor Trailer � N -n c Left Thru 7 0 7 In-Peak Hour:06:00 PM Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Buses South Main St South Main St Industrial Ave From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 6 6 0 3 0 1 16 04:15 PM 2 0 0 0 1 2 5 04:30 PM 1 2 1 0 1 0 5 04:45 PM 0 0 2 1 1 1 5 Total 9 8 3 4 3 4 31 05:00 PM 0 1 0 0 3 1 5 05:15 PM 1 1 0 0 1 3 6 05:30 PM 0 0 0 1 0 0 1 05:45 PM 0 0 0 0 0 0 0 Total 1 2 0 1 4 4 12 06:00 PM 0 1 0 0 0 0 1 06:15 PM 0 0 0 0 5 1 6 06:30 PM 0 0 0 0 4 0 4 06:45 PM 0 1 0 0 2 0 3 Total 0 2 0 0 11 1 14 Grand Total 10 12 3 5 18 9 57 Apprch% 45.5 54.5 37.5 62.5 66.7 33.3 Total% 17.5 21.1 5.3 8.8 31.6 15.8 Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 South Main St South Main St Industrial Ave From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 6 6 12 0 3 3 0 1 1 16 04:15 PM 2 0 2 0 0 0 1 2 3 5 04:30 PM 1 2 3 1 0 1 1 0 1 5 04:45 PM 0 0 0 2 1 3 1 1 2 5 Total Volume 9 8 17 3 4 7 3 4 7 31 %App.Total 52.9 47.1 42.9 57.1 42.9 57.1 PHF .375 .333 .354 .375 .333 .583 .750 .500 .583 .484 South Main St Out In Total 07 17F 24 8 9 Ri ht Thru _ Peak Hour Data 00 o M North a �_ Peak Hour Begins at 04:00 PM Buses +'r O Left Thru 3 4 13 7 20 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 06:00 PM +0 mins. 6 6 12 0 3 3 0 0 0 +15 mins. 2 0 2 0 0 0 5 1 6 +30 mins. 1 2 3 1 0 1 4 0 4 +45 mins. 0 0 0 2 1 3 2 0 2 Total Volume 9 8 17 3 4 7 11 1 12 %App.Total 52.9 47.1 42.9 57.1 91.7 8.3 PHF .375 .333 .354 .375 .333 .583 .550 .250 .500 Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 South Main St In-Peak Hour:04:00 PM 17 8 9 Ri ht Thru 4-7 Peak Hour Data O North Q�� Ta � L ° Buses � a _n Left Thru 3 4 7 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Bikes Peds South Main St South Main St Industrial Ave From North From South From West Start Time Thru Right Peds Left Thru Peds Left Right Peds Exclu.Total Inclu.Total Int.Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 Apprch% 0 0 0 0 0 0 Total% 0 0 Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 South Main St South Main St Industrial Ave From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 South Main St Out In Total F 0 0 0 0 0 Ri ht Thru Peak Hour Data -FU 0 0 0 North Q o J� (a� }, o Peak Hour Begins at 04:00 PM U o Bikes Peds O I Left Thru 0 0 0 0 0 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010003 E/W Street: Industrial Avenue Site Code :27010003 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 South Main St In-Peak Hour:04:00 PM 0 0 0 Ri ht Thru 4-7 Peak Hour Data O O North QUO J� = o Bikes Peds � aa) —n c Left Thru 0 0 0 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars-Trucks-Buses-Tractor Trailers Osgood St Osgood St North Drwy 1 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 127 8 2 18 0 1 156 06:15 AM 184 18 3 47 0 1 253 06:30 AM 215 15 7 57 1 6 301 06:45 AM 249 10 6 46 4 4 319 Total 775 51 18 168 5 12 1029 07:00 AM 279 8 4 63 3 3 360 07:15 AM 357 7 3 59 3 0 429 07:30 AM 469 12 3 72 2 4 562 07:45 AM 411 15 2 70 3 5 506 Total 1516 42 12 264 11 12 1857 08:00 AM 419 10 1 71 1 1 503 08:15 AM 416 16 3 67 2 4 508 08:30 AM 298 6 5 78 3 5 395 08:45 AM 197 9 12 86 3 2 309 Total 1330 41 21 302 9 12 1715 Grand Total 3621 134 51 734 25 36 4601 Apprch% 96.4 3.6 6.5 93.5 41 59 Total% 78.7 2.9 1.1 16 0.5 0.8 Cars 3504 128 37 632 16 35 4352 %Cars 96.8 95.5 72.5 86.1 64 97.2 94.6 Trucks 77 2 0 52 2 0 133 %Trucks 2.1 1.5 0 7.1 8 0 2.9 Buses 9 2 14 15 4 1 45 %Buses 0.2 1.5 27.5 2 16 2.8 1 Tractor Trailers 31 2 0 35 3 0 71 %Tractor Trailers 0.9 1.5 0 4.8 12 0 1.5 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St North Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 469 12 481 3 72 75 2 4 6 562 07:45 AM 411 15 426 2 70 72 3 5 8 506 08:00 AM 419 10 429 1 71 72 1 1 2 503 08:15 AM 416 16 432 3 67 70 2 4 6 508 Total Volume 1715 53 1768 9 280 289 8 14 22 2079 %App.Total 97 3 3.1 96.9 36.4 63.6 PHF .914 .828 .919 .750 .972 .963 .667 .700 .688 .925 Cars 1670 49 1719 9 256 265 6 14 20 2004 %Cars 97.4 92.5 97.2 100 91.4 91.7 75.0 100 90.9 96.4 Trucks 33 2 35 0 17 17 1 0 1 53 %Trucks 1.9 3.8 2.0 0 6.1 5.9 12.5 0 4.5 2.5 Buses 2 1 3 0 1 1 0 0 0 4 %Buses 0.1 1.9 0.2 0 0.4 0.3 0 0 0 0.2 Tractor Trailers 10 1 11 0 6 6 1 0 1 18 %Tractor Trailers 0.6 1.9 0.6 0 2.1 2.1 12.5 0 4.5 0.9 Osgood St Out In Total 262 1719 1981 18 35 53 1 3 4 7 11 18 288 1768 2056 49 1670 2 33 1 2 1 10 53 1715 Ri ht Thru Peak Hour Data -00 co N� (�1` 00 O H (Qr 0 00� North CD o N �� Peak Hour Begins at 07:30 AM N N J �000�� Cars o r T I-- Trucks z CON--N Buses =3 LO o Tractor Trailers O Left Thru 9 256 0 17 0 1 0 6 9 280 1684 265 1949 33 17 50 2 1 3 10 6 16 1729 289 2018 Out In Total Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Osgood St North Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 08:00 AM 06:30 AM +0 mins. 469 12 481 1 71 72 1 6 7 +15 mins. 411 15 426 3 67 70 4 4 8 +30 mins. 419 10 429 5 78 83 3 3 6 +45 mins. 416 16 432 12 86 98 3 0 3 Total Volume 1715 53 1768 21 302 323 11 13 24 %App.Total 97 3 6.5 93.5 45.8 54.2 PHF .914 .828 .919 .438 .878 .824 .688 .542 .750 Cars 1670 49 1719 7 274 281 5 12 17 %Cars 97.4 92.5 97.2 33.3 90.7 87 45.5 92.3 70.8 Trucks 33 2 35 0 17 17 0 0 0 %Trucks 1.9 3.8 2 0 5.6 5.3 0 0 0 Buses 2 1 3 14 3 17 4 1 5 %Buses 0.1 1.9 0.2 66.7 1 5.3 36.4 7.7 20.8 Tractor Trailers 10 1 11 0 8 8 2 0 2 %Tractor Trailers 0.6 1.9 0.6 0 2.6 2.5 18.2 0 8.3 Osgood St In-Peak Hour:07:30 AM 1719 35 3 11 1768 49 1670 2 33 1 2 1 10 53 1715 Ri ht Thru Peak Hour Data Q 0 _co U')0 ;tN >0tio�cN� �� Cars L N -j Trucks ° 07 Buses tf� o o = Tractor Trailers ° ) z Left Thru 7 274 0 17 14 3 0 8 21 302 281 17 17 8 323 In-Peak Hour:08:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars Osgood St Osgood St North Drwy 1 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 115 8 2 11 0 1 137 06:15 AM 173 17 3 30 0 1 224 06:30 AM 208 15 7 50 1 5 286 06:45 AM 244 10 6 39 0 4 303 Total 740 50 18 130 1 11 950 07:00 AM 266 8 4 51 2 3 334 07:15 AM 351 7 3 51 2 0 414 07:30 AM 459 11 3 62 1 4 540 07:45 AM 406 14 2 64 3 5 494 Total 1482 40 12 228 8 12 1782 08:00 AM 410 9 1 66 1 1 488 08:15 AM 395 15 3 64 1 4 482 08:30 AM 291 6 2 68 3 5 375 08:45 AM 186 8 1 76 2 2 275 Total 1282 38 7 274 7 12 1620 Grand Total 3504 128 37 632 16 35 4352 Apprch% 96.5 3.5 5.5 94.5 31.4 68.6 Total% 80.5 2.9 0.9 14.5 0.4 0.8 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St North Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 459 11 470 3 62 65 1 4 5 540 07:45 AM 406 14 420 2 64 66 3 5 8 494 08:00 AM 410 9 419 1 66 67 1 1 2 488 08:15 AM 395 15 410 3 64 67 1 4 5 482 Total Volume 1670 49 1719 9 256 265 6 14 20 2004 %App.Total 97.1 2.9 3.4 96.6 30 70 PHF .910 .817 .914 .750 .970 .989 .500 .700 .625 .928 Osgood St Out In Total 262 F 1981 49 1670 Ri ht Thru _ Peak Hour Data co �ti 0 North o i� C N J Peak Hour Begins at 07:30 AM z Cars O Left Thru 9 256 1684 265 1949 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 08:00 AM 07:45 AM +0 mins. 459 11 470 1 66 67 3 5 8 +15 mins. 406 14 420 3 64 67 1 1 2 +30 mins. 410 9 419 2 68 70 1 4 5 +45 mins. 395 15 410 1 76 77 3 5 8 Total Volume 1670 49 1719 7 274 281 8 15 23 %App.Total 97.1 2.9 2.5 97.5 34.8 65.2 PHF .910 .817 .914 .583 .901 .912 .667 .750 .719 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:07:30 AM 1719 49 1670 Ri ht Thru 4-7 Peak Hour Data Q LO Nt 0 ♦ North �0 M N L N J o ° Cars L� Z� E c Left Thru 7 274 281 In-Peak Hour:08:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Trucks Osgood St Osgood St North Drwy 1 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 6 0 0 1 0 0 7 06:15 AM 7 0 0 8 0 0 15 06:30 AM 5 0 0 3 0 0 8 06:45 AM 4 0 0 2 0 0 6 Total 22 0 0 14 0 0 36 07:00 AM 9 0 0 5 0 0 14 07:15 AM 5 0 0 4 0 0 9 07:30 AM 9 0 0 9 0 0 18 07:45 AM 1 1 0 3 0 0 5 Total 24 1 0 21 0 0 46 08:00 AM 8 1 0 4 0 0 13 08:15 AM 15 0 0 1 1 0 17 08:30 AM 3 0 0 7 0 0 10 08:45 AM 5 0 0 5 1 0 11 Total 31 1 0 17 2 0 51 Grand Total 77 2 0 52 2 0 133 Apprch% 97.5 2.5 0 100 100 0 Total% 57.9 1.5 0 39.1 1.5 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St North Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 9 0 9 0 g g 0 0 0 18 07:45 AM 1 1 2 0 3 3 0 0 0 5 08:00 AM 8 1 9 0 4 4 0 0 0 13 08:15 AM 15 0 15 0 1 1 1 0 1 17 Total Volume 33 2 35 0 17 17 1 0 1 53 %App.Total 94.3 5.7 0 100 100 0 PHF .550 .500 .583 .000 .472 .472 .250 .000 .250 .736 Osgood St Out In Total 18 35F 53 2 33 Ri ht Thru Peak Hour Data 0 North J C o� Peak Hour Begins at 07:30 AM zTrucks N O Left Thru 0 17 33 17 50 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:00 AM 08:00 AM +0 mins. 9 0 9 0 5 5 0 0 0 +15 mins. 1 1 2 0 4 4 1 0 1 +30 mins. 8 1 9 0 g g 0 0 0 +45 mins. 15 0 15 0 3 3 1 0 1 Total Volume 33 2 35 0 21 21 2 0 2 %App.Total 94.3 5.7 0 100 100 0 PHF .550 .500 .583 .000 .583 .583 .500 .000 .500 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:07:30 AM 35 2 33 Ri ht Thru 4-7 Peak Hour Data Q 0 North �0 N N L J �2 0� Trucks Z� E c Left Thru 0 21 21 In-Peak Hour:07:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Grou s Printed-Tractor Trailers Osgood St Osgood St North Drwy 1 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 6 0 0 6 0 0 12 06:15 AM 1 1 0 8 0 0 10 06:30 AM 1 0 0 2 0 0 3 06:45 AM 0 0 0 3 2 0 5 Total 8 1 0 19 2 0 30 07:00 AM 4 0 0 4 0 0 8 07:15 AM 0 0 0 1 0 0 1 07:30 AM 1 0 0 1 1 0 3 07:45 AM 3 0 0 2 0 0 5 Total 8 0 0 8 1 0 17 08:00 AM 1 0 0 1 0 0 2 08:15 AM 5 1 0 2 0 0 8 08:30 AM 4 0 0 2 0 0 6 08:45 AM 5 0 0 3 0 0 8 Total 15 1 0 8 0 0 24 Grand Total 31 2 0 35 3 0 71 Apprch% 93.9 6.1 0 100 100 0 Total% 43.7 2.8 0 49.3 4.2 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St North Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM 6 0 6 0 6 6 0 0 0 12 06:15 AM 1 1 2 0 g g 0 0 0 10 06:30 AM 1 0 1 0 2 2 0 0 0 3 06:45 AM 0 0 0 0 3 3 2 0 2 5 Total Volume 8 1 9 0 19 19 2 0 2 30 %App.Total 88.9 11.1 0 100 100 0 PHF .333 .250 .375 .000 .594 .594 .250 .000 .250 .625 Osgood St Out In Total 21 0F 30 1 8 Ri ht Thru Peak Hour Data 0 � N North >+ N N J C o� Peak Hour Begins at 06:00 AM 0 z T Tractor Trailers O Left Thru 0 19 ® 19 27 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 06:00 AM 06:45 AM +0 mins. 1 0 1 0 6 6 2 0 2 +15 mins. 5 1 6 0 g g 0 0 0 +30 mins. 4 0 4 0 2 2 0 0 0 +45 mins. 5 0 5 0 3 3 1 0 1 Total Volume 15 1 16 0 19 19 3 0 3 %App.Total 93.8 6.2 0 100 100 0 PHF .750 .250 .667 .000 .594 .594 .375 .000 .375 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:08:00 AM 16 1 15 Ri ht Thru 4-7 Peak Hour Data Q LO Nt M North o c� N L J �2 0� Tractor Trailers Z� E c Left Thru 0 19 19 In-Peak Hour:06:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Buses Osgood St Osgood St North Drwy 1 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 0 0 0 0 0 0 0 06:15 AM 3 0 0 1 0 0 4 06:30 AM 1 0 0 2 0 1 4 06:45 AM 1 0 0 2 2 0 5 Total 5 0 0 5 2 1 13 07:00 AM 0 0 0 3 1 0 4 07:15 AM 1 0 0 3 1 0 5 07:30 AM 0 1 0 0 0 0 1 07:45 AM 1 0 0 1 0 0 2 Total 2 1 0 7 2 0 12 08:00 AM 0 0 0 0 0 0 0 08:15 AM 1 0 0 0 0 0 1 08:30 AM 0 0 3 1 0 0 4 08:45 AM 1 1 11 2 0 0 15 Total 2 1 14 3 0 0 20 Grand Total 9 2 14 15 4 1 45 Apprch% 81.8 18.2 48.3 51.7 80 20 Total% 20 4.4 31.1 33.3 8.9 2.2 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St North Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 0 0 0 0 0 0 0 0 0 08:15 AM 1 0 1 0 0 0 0 0 0 1 08:30 AM 0 0 0 3 1 4 0 0 0 4 08:45 AM 1 1 2 11 2 13 0 0 0 15 Total Volume 2 1 3 14 3 17 0 0 0 20 %App.Total 66.7 33.3 82.4 17.6 0 0 PHF .500 .250 .375 .318 .375 .327 .000 .000 .000 .333 Osgood St Out In Total 03 0 1 2 Ri ht Thru Peak Hour Data LO 0 o North o i� J C o� Peak Hour Begins at 08:00 AM z Buses +'r O Left Thru 14 3 02 17 19 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:00 AM 08:00 AM 06:30 AM +0 mins. 0 0 0 0 0 0 0 1 1 +15 mins. 3 0 3 0 0 0 2 0 2 +30 mins. 1 0 1 3 1 4 1 0 1 +45 mins. 1 0 1 11 2 13 1 0 1 Total Volume 5 0 5 14 3 17 4 1 5 %App.Total 100 0 82.4 17.6 80 20 PHF .417 .000 .417 .318 .375 .327 .500 .250 .625 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:06:00 AM 0 0 5 Ri ht Thru 4-7 Peak Hour Data Q O co �6 North ��LO L J = Buses z° Left Thru 14 3 17 In-Peak Hour:08:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Bikes Peds Osgood St Osgood St North Drwy 1 From North From South From West Start Time Thru Right Peds Left Thru Peds Left Right Peds Exclu.Total Inclu.Total Int.Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 Apprch% 0 0 0 0 0 0 Total% 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St North Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Osgood St Out In Total F 0 DO F 0 0 0 Ri ht Thru Peak Hour Data 0 0 o North o ) J C o� Peak Hour Begins at 06:00 AM z Bikes Peds 0 O I Left Thru 0 0 0 0 0 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:00 AM 06:00 AM 06:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:06:00 AM 0 0 0 Ri ht Thru 4-7 Peak Hour Data Q 0 0 North �0 0 a)—�' L J �2 0� Bikes Peds Z� E c Left Thru 0 0 0 In-Peak Hour:06:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars-Trucks-Buses-Tractor Trailers Osgood St Osgood St North Drwy 1 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 130 4 7 287 6 2 436 04:15 PM 131 6 7 272 11 1 428 04:30 PM 112 4 6 366 12 6 506 04:45 PM 109 4 3 346 7 5 474 Total 482 18 23 1271 36 14 1844 05:00 PM 115 2 1 390 11 8 527 05:15 PM 104 3 3 343 3 4 460 05:30 PM 80 3 2 349 5 2 441 05:45 PM 86 0 4 306 6 1 403 Total 385 8 10 1388 25 15 1831 06:00 PM 74 4 0 266 3 3 350 06:15 PM 86 3 2 226 3 1 321 06:30 PM 56 1 1 202 1 2 263 06:45 PM 57 0 1 172 2 1 233 Total 273 8 4 866 9 7 1167 Grand Total 1140 34 37 3525 70 36 4842 Apprch% 97.1 2.9 1 99 66 34 Total% 23.5 0.7 0.8 72.8 1.4 0.7 Cars 1100 27 25 3479 64 35 4730 %Cars 96.5 79.4 67.6 98.7 91.4 97.2 97.7 Trucks 12 0 0 22 2 0 36 %Trucks 1.1 0 0 0.6 2.9 0 0.7 Buses 10 5 12 11 2 0 40 %Buses 0.9 14.7 32.4 0.3 2.9 0 0.8 Tractor Trailers 18 2 0 13 2 1 36 %Tractor Trailers 1.6 5.9 0 0.4 2.9 2.8 0.7 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St North Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 112 4 116 6 366 372 12 6 18 506 04:45 PM 109 4 113 3 346 349 7 5 12 474 05:00 PM 115 2 117 1 390 391 11 8 19 527 05:15 PM 104 3 107 3 343 346 3 4 7 460 Total Volume 440 13 453 13 1445 1458 33 23 56 1967 %App.Total 97.1 2.9 0.9 99.1 58.9 41.1 PHF .957 .813 .968 .542 .926 .932 .688 .719 .737 .933 Cars 425 9 434 11 1426 1437 30 22 52 1923 %Cars 96.6 69.2 95.8 84.6 98.7 98.6 90.9 95.7 92.9 97.8 Trucks 4 0 4 0 10 10 2 0 2 16 %Trucks 0.9 0 0.9 0 0.7 0.7 6.1 0 3.6 0.8 Buses 2 2 4 2 5 7 1 0 1 12 %Buses 0.5 15.4 0.9 15.4 0.3 0.5 3.0 0 1.8 0.6 Tractor Trailers 9 2 11 0 4 4 0 1 1 16 %Tractor Trailers 2.0 15.4 2.4 0 0.3 0.3 0 4.3 1.8 0.8 Osgood St Out In Total 1456 434 1890 12 4 16 6 4 10 4 11 15 1478 453 1931 49 :]4251 0 4 2 2 2 9 13 440 Ri ht Thru Peak Hour Data �rl- 00 O H O N-O CO North cfl co co� Peak Hour Begins at 04:30 PM LO LO J OO-c�� Cars oN N N= Trucks z OO�NCD Buses =)N N Tractor Trailers O I Left Thru 11 1426 0 10 2 5 0 4 13 1445 447 1437 1884 4 10 14 2 7 9 10 4 14 463 1458 1921 Out In Total Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Osgood St North Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:30 PM 04:15 PM +0 mins. 130 4 134 6 366 372 11 1 12 +15 mins. 131 6 137 3 346 349 12 6 18 +30 mins. 112 4 116 1 390 391 7 5 12 +45 mins. 109 4 113 3 343 346 11 g 19 Total Volume 482 18 500 13 1445 1458 41 20 61 %App.Total 96.4 3.6 0.9 99.1 67.2 32.8 PHF .920 .750 .912 .542 .926 .932 .854 .625 .803 Cars 457 13 470 11 1426 1437 38 19 57 %Cars 94.8 72.2 94 84.6 98.7 98.6 92.7 95 93.4 Trucks 8 0 8 0 10 10 2 0 2 %Trucks 1.7 0 1.6 0 0.7 0.7 4.9 0 3.3 Buses 8 3 11 2 5 7 1 0 1 %Buses 1.7 16.7 2.2 15.4 0.3 0.5 2.4 0 1.6 Tractor Trailers 9 2 11 0 4 4 0 1 1 %Tractor Trailers 1.9 11.1 2.2 0 0.3 0.3 0 5 1.6 Osgood St In-Peak Hour:04:00 PM 470 8 11 11 500 13 457 0 8 3 8 2 9 18 482 Ri ht Thru Peak Hour Data LO 77 0oN-o Cars L LO co -j Trucks Buses rn o o o= Tractor Trailers ° ) z Left Thru 11 1426 0 10 2 5 0 4 13 1445 1437 10 7 4 1458 In-Peak Hour:04:30 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars Osgood St Osgood St North Drwy 1 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 121 3 2 278 5 2 411 04:15 PM 122 5 2 266 11 1 407 04:30 PM 110 3 4 360 11 5 493 04:45 PM 104 2 3 339 6 5 459 Total 457 13 11 1243 33 13 1770 05:00 PM 111 1 1 387 10 8 518 05:15 PM 100 3 3 340 3 4 453 05:30 PM 80 2 2 346 5 2 437 05:45 PM 84 0 4 305 6 1 400 Total 375 6 10 1378 24 15 1808 06:00 PM 72 4 0 265 2 3 346 06:15 PM 85 3 2 222 3 1 316 06:30 PM 55 1 1 202 1 2 262 06:45 PM 56 0 1 169 1 1 228 Total 268 8 4 858 7 7 1152 Grand Total 1100 27 25 3479 64 35 4730 Apprch% 97.6 2.4 0.7 99.3 64.6 35.4 Total% 23.3 0.6 0.5 73.6 1.4 0.7 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St North Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 110 3 113 4 360 364 11 5 16 493 04:45 PM 104 2 106 3 339 342 6 5 11 459 05:00 PM 111 1 112 1 387 388 10 8 18 518 05:15 PM 100 3 103 3 340 343 3 4 7 453 Total Volume 425 9 434 11 1426 1437 30 22 52 1923 %App.Total 97.9 2.1 0.8 99.2 57.7 42.3 PHF .957 .750 .960 .688 .921 .926 .682 .688 .722 .928 Osgood St Out In Total 1456 F 1890 9 425 Ri ht Thru Peak Hour Data -N (a I` O H North Ln J o— o_ Peak Hour Begins at 04:30 PM � N� zE Cars 0 :N O Left Thru 11 1426 447 1437 1884 Out In Total n-qnnnd St Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:30 PM 04:15 PM +0 mins. 121 3 124 4 360 364 11 1 12 +15 mins. 122 5 127 3 339 342 11 5 16 +30 mins. 110 3 113 1 387 388 6 5 11 +45 mins. 104 2 106 3 340 343 10 8 18 Total Volume 457 13 470 11 1426 1437 38 19 57 %App.Total 97.2 2.8 0.8 99.2 66.7 33.3 PHF .936 .650 .925 .688 .921 .926 .864 .594 .792 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:04:00 PM 470 13 457 Ri ht Thru 4-7 Peak Hour Data LO _7 North ti M i Ln J o ° Cars �2 rn� Z� E c Left Thru 11 1426 1437 In-Peak Hour:04:30 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Trucks Osgood St Osgood St North Drwy 1 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 3 0 0 7 0 0 10 04:15 PM 3 0 0 3 0 0 6 04:30 PM 1 0 0 4 0 0 5 04:45 PM 1 0 0 3 1 0 5 Total 8 0 0 17 1 0 26 05:00 PM 2 0 0 2 1 0 5 05:15 PM 0 0 0 1 0 0 1 05:30 PM 0 0 0 1 0 0 1 05:45 PM 1 0 0 0 0 0 1 Total 3 0 0 4 1 0 8 06:00 PM 0 0 0 1 0 0 1 06:15 PM 0 0 0 0 0 0 0 06:30 PM 0 0 0 0 0 0 0 06:45 PM 1 0 0 0 0 0 1 Total 1 0 0 1 0 0 2 Grand Total 12 0 0 22 2 0 36 Apprch% 100 0 0 100 100 0 Total% 33.3 0 0 61.1 5.6 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St North Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 3 0 3 0 7 7 0 0 0 10 04:15 PM 3 0 3 0 3 3 0 0 0 6 04:30 PM 1 0 1 0 4 4 0 0 0 5 04:45 PM 1 0 1 0 3 3 1 0 1 5 Total Volume 8 0 8 0 17 17 1 0 1 26 %App.Total 100 0 0 100 100 0 PHF .667 .000 .667 .000 .607 .607 .250 .000 .250 .650 Osgood St Out In Total 18 8F 26 0 8 Ri ht Thru Peak Hour Data 0 North � � a J C o— Peak Hour Begins at 04:00 PM zTrucks 0 O I Left Thru 0 17 ® 17 25 Out In Total n-qnnnd St Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:15 PM +0 mins. 3 0 3 0 7 7 0 0 0 +15 mins. 3 0 3 0 3 3 0 0 0 +30 mins. 1 0 1 0 4 4 1 0 1 +45 mins. 1 0 1 0 3 3 1 0 1 Total Volume 8 0 8 0 17 17 2 0 2 %App.Total 100 0 0 100 100 0 PHF .667 .000 .667 .000 .607 .607 .500 .000 .500 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:04:00 PM 0 8 Ri ht Thru 4-7 Peak Hour Data LO 'It North �0 N N� L J �2 0� Trucks Z� E c Left Thru 0 17 17 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Grou s Printed-Tractor Trailers Osgood St Osgood St North Drwy 1 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 2 0 0 2 0 0 4 04:15 PM 3 0 0 1 0 0 4 04:30 PM 0 0 0 1 0 1 2 04:45 PM 4 2 0 1 0 0 7 Total 9 2 0 5 0 1 17 05:00 PM 2 0 0 1 0 0 3 05:15 PM 3 0 0 1 0 0 4 05:30 PM 0 0 0 1 0 0 1 05:45 PM 1 0 0 1 0 0 2 Total 6 0 0 4 0 0 10 06:00 PM 2 0 0 0 1 0 3 06:15 PM 0 0 0 3 0 0 3 06:30 PM 1 0 0 0 0 0 1 06:45 PM 0 0 0 1 1 0 2 Total 3 0 0 4 2 0 9 Grand Total 18 2 0 13 2 1 36 Apprch% 90 10 0 100 66.7 33.3 Total% 50 5.6 0 36.1 5.6 2.8 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St North Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 2 0 2 0 2 2 0 0 0 4 04:15 PM 3 0 3 0 1 1 0 0 0 4 04:30 PM 0 0 0 0 1 1 0 1 1 2 04:45 PM 4 2 6 0 1 1 0 0 0 7 Total Volume 9 2 11 0 5 5 0 1 1 17 %App.Total 81.8 18.2 0 100 0 100 PHF .563 .250 .458 .000 .625 .625 .000 .250 .250 .607 Osgood St Out In Total 05 11F 16 2 9 Ri ht Thru Peak Hour Data 0 o North J C o— Peak Hour Begins at 04:00 PM 0 z N Tractor Trailers O I Left Thru 0 5 10 5 15 Out In Total n-qnnnd St Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 06:00 PM +0 mins. 2 0 2 0 2 2 1 0 1 +15 mins. 3 0 3 0 1 1 0 0 0 +30 mins. 0 0 0 0 1 1 0 0 0 +45 mins. 4 2 6 0 1 1 1 0 1 Total Volume 9 2 11 0 5 5 2 0 2 %App.Total 81.8 18.2 0 100 100 0 PHF .563 .250 .458 .000 .625 .625 .500 .000 .500 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:04:00 PM 11 2 9 Ri ht Thru 4-7 Peak Hour Data 0 North �0 N N L J �2 0� Tractor Trailers Z� E c Left Thru 0 5 5 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Buses Osgood St Osgood St North Drwy 1 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 4 1 5 0 1 0 11 04:15 PM 3 1 5 2 0 0 11 04:30 PM 1 1 2 1 1 0 6 04:45 PM 0 0 0 3 0 0 3 Total 8 3 12 6 2 0 31 05:00 PM 0 1 0 0 0 0 1 05:15 PM 1 0 0 1 0 0 2 05:30 PM 0 1 0 1 0 0 2 05:45 PM 0 0 0 0 0 0 0 Total 1 2 0 2 0 0 5 06:00 PM 0 0 0 0 0 0 0 06:15 PM 1 0 0 1 0 0 2 06:30 PM 0 0 0 0 0 0 0 06:45 PM 0 0 0 2 0 0 2 Total 1 0 0 3 0 0 4 Grand Total 10 5 12 11 2 0 40 Apprch% 66.7 33.3 52.2 47.8 100 0 Total% 25 12.5 30 27.5 5 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St North Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 4 1 5 5 0 5 1 0 1 11 04:15 PM 3 1 4 5 2 7 0 0 0 11 04:30 PM 1 1 2 2 1 3 1 0 1 6 04:45 PM 0 0 0 0 3 3 0 0 0 3 Total Volume 8 3 11 12 6 18 2 0 2 31 %App.Total 72.7 27.3 66.7 33.3 100 0 PHF .500 .750 .550 .600 .500 .643 .500 .000 .500 .705 Osgood St Out In Total ® 11F 19 3 8 Ri ht Thru Peak Hour Data 0 � N North >+ N N J C o— Peak Hour Begins at 04:00 PM z Buses +'r O Left Thru 12 6 ® 18 26 Out In Total n-qnnnd St Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM +0 mins. 4 1 5 5 0 5 1 0 1 +15 mins. 3 1 4 5 2 7 0 0 0 +30 mins. 1 1 2 2 1 3 1 0 1 +45 mins. 0 0 0 0 3 3 0 0 0 Total Volume 8 3 11 12 6 18 2 0 2 %App.Total 72.7 27.3 66.7 33.3 100 0 PHF .500 .750 .550 .600 .500 .643 .500 .000 .500 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:04:00 PM 11 3 8 Ri ht Thru 4-7 Peak Hour Data 0 4 North �0 N N L J Buses z°) E Left Thru 12 6 18 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Bikes Peds Osgood St Osgood St North Drwy 1 From North From South From West Start Time Thru Right Peds Left Thru Peds Left Right Peds Exclu.Total Inclu.Total Int.Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 Apprch% 0 0 0 0 0 0 Total% 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St North Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Osgood St Out In Total F 0 0 0 0 0 Ri ht Thru Peak Hour Data -FU C) o North o a� J C Peak Hour Begins at 04:00 PM o� 0 z Bikes Peds o 0 Left Thru 0 0 0 0 0 Out In Total n-,nnnd St Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010004 E/W Street: North Driveway 1 Site Code :27010004 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:04:00 PM 0 0 0 Ri ht Thru 4-7 Peak Hour Data 0 0 North �0 0 a)—�' L J �2 0� Bikes Peds Z� E c Left Thru 0 0 0 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars-Trucks-Buses-Tractor Trailers Osgood St Osgood St North Drwy 2 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 122 2 8 20 0 1 153 06:15 AM 167 9 6 48 0 12 242 06:30 AM 211 6 1 59 4 13 294 06:45 AM 238 10 6 49 1 3 307 Total 738 27 21 176 5 29 996 07:00 AM 269 9 8 62 1 2 351 07:15 AM 348 9 13 58 2 1 431 07:30 AM 461 23 4 72 0 1 561 07:45 AM 360 41 9 65 2 4 481 Total 1438 82 34 257 5 8 1824 08:00 AM 383 29 7 75 0 0 494 08:15 AM 403 23 2 61 0 0 489 08:30 AM 281 10 6 89 0 5 391 08:45 AM 197 15 7 89 9 4 321 Total 1264 77 22 314 9 9 1695 Grand Total 3440 186 77 747 19 46 4515 Apprch% 94.9 5.1 9.3 90.7 29.2 70.8 Total% 76.2 4.1 1.7 16.5 0.4 1 Cars 3324 186 73 635 14 22 4254 %Cars 96.6 100 94.8 85 73.7 47.8 94.2 Trucks 72 0 0 53 0 0 125 %Trucks 2.1 0 0 7.1 0 0 2.8 Buses 10 0 4 24 5 24 67 %Buses 0.3 0 5.2 3.2 26.3 52.2 1.5 Tractor Trailers 34 0 0 35 0 0 69 %Tractor Trailers 1 0 0 4.7 0 0 1.5 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St North Drwy 2 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 461 23 484 4 72 76 0 1 1 561 07:45 AM 360 41 401 9 65 74 2 4 6 481 08:00 AM 383 29 412 7 75 82 0 0 0 494 08:15 AM 403 23 426 2 61 63 0 0 0 489 Total Volume 1607 116 1723 22 273 295 2 5 7 2025 %App.Total 93.3 6.7 7.5 92.5 28.6 71.4 PHF .871 .707 .890 .611 .910 .899 .250 .313 .292 .902 Cars 1568 116 1684 22 248 270 2 3 5 1959 %Cars 97.6 100 97.7 100 90.8 91.5 100 60.0 71.4 96.7 Trucks 25 0 25 0 15 15 0 0 0 40 %Trucks 1.6 0 1.5 0 5.5 5.1 0 0 0 2.0 Buses 3 0 3 0 1 1 0 2 2 6 %Buses 0.2 0 0.2 0 0.4 0.3 0 40.0 28.6 0.3 Tractor Trailers 11 0 11 0 9 9 0 0 0 20 %Tractor Trailers 0.7 0 0.6 0 3.3 3.1 0 0 0 1.0 Osgood St Out In Total 250 1684 1934 15 25 40 1 3 4 9 11 20 275 1723 1998 116 1568 0 25 0 3 0 11 116 1607 Ri ht Thru Peak Hour Data -C')ONOL0 (� O H N N O o 0 N North o N o r� �� Peak Hour Begins at 07:30 AM J ONO LO+- Cars oCO � Trucks z co0o0co Buses OT ]�2 Tractor Trailers +-] 7 Left Thru 22 248 0 15 0 1 0 9 22 273 1571 270 1841 25 15 40 5 1 6 11 9 20 1612 295 1907 Out In Total Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Osgood St North Drwy 2 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 08:00 AM 06:15 AM +0 mins. 461 23 484 7 75 82 0 12 12 +15 mins. 360 41 401 2 61 63 4 13 17 +30 mins. 383 29 412 6 89 95 1 3 4 +45 mins. 403 23 426 7 89 96 1 2 3 Total Volume 1607 116 1723 22 314 336 6 30 36 %App.Total 93.3 6.7 6.5 93.5 16.7 83.3 PHF .871 .707 .890 .786 .882 .875 .375 .577 .529 Cars 1568 116 1684 18 273 291 3 9 12 %Cars 97.6 100 97.7 81.8 86.9 86.6 50 30 33.3 Trucks 25 0 25 0 15 15 0 0 0 %Trucks 1.6 0 1.5 0 4.8 4.5 0 0 0 Buses 3 0 3 4 16 20 3 21 24 %Buses 0.2 0 0.2 18.2 5.1 6 50 70 66.7 Tractor Trailers 11 0 11 0 10 10 0 0 0 %Tractor Trailers 0.7 0 0.6 0 3.2 3 0 0 0 Osgood St In-Peak Hour:07:30 AM 1684 25 3 11 1723 116 1568 0 25 0 3 0 11 116 1607 Ri ht Thru Peak Hour Data Q LO 77 N CD M 0 M 0 co >+ONOItO(D �� Cars L N co -j Trucks Buses rn o N o o� Tractor Trailers ° ) z Left Thru 18 273 0 15 4 16 0 10 22 314 291 15 20 10 336 In-Peak Hour:08:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars Osgood St Osgood St North Drwy 2 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 110 2 8 14 0 0 134 06:15 AM 156 9 6 28 0 1 200 06:30 AM 202 6 1 51 3 5 268 06:45 AM 234 10 6 44 0 2 296 Total 702 27 21 137 3 8 898 07:00 AM 255 9 8 53 0 1 326 07:15 AM 341 9 13 50 1 1 415 07:30 AM 452 23 4 62 0 1 542 07:45 AM 354 41 9 60 2 2 468 Total 1402 82 34 225 3 5 1751 08:00 AM 377 29 7 69 0 0 482 08:15 AM 385 23 2 57 0 0 467 08:30 AM 272 10 4 78 0 5 369 08:45 AM 186 15 5 69 8 4 287 Total 1220 77 18 273 8 9 1605 Grand Total 3324 186 73 635 14 22 4254 Apprch% 94.7 5.3 10.3 89.7 38.9 61.1 Total% 78.1 4.4 1.7 14.9 0.3 0.5 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St North Drwy 2 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 452 23 475 4 62 66 0 1 1 542 07:45 AM 354 41 395 g 60 69 2 2 4 468 08:00 AM 377 29 406 7 69 76 0 0 0 482 08:15 AM 385 23 408 2 57 59 0 0 0 467 Total Volume 1568 116 1684 22 248 270 2 3 5 1959 %App.Total 93.1 6.9 8.1 91.9 40 60 PHF .867 .707 .886 .611 .899 .888 .250 .375 .313 .904 Osgood St Out In Total 250 F 1934 116 1568 Ri ht Thru Peak Hour Data -M (a� O H N North >% LO N J C — Peak Hour Begins at 07:30 AM M+ z Cars }'M O Left Thru 22 248 1571 270 1841 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 08:00 AM 08:00 AM +0 mins. 452 23 475 7 69 76 0 0 0 +15 mins. 354 41 395 2 57 59 0 0 0 +30 mins. 377 29 406 4 78 82 0 5 5 +45 mins. 385 23 408 5 69 74 8 4 12 Total Volume 1568 116 1684 18 273 291 8 9 17 %App.Total 93.1 6.9 6.2 93.8 47.1 52.9 PHF .867 .707 .886 .643 .875 .887 .250 .450 .354 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:07:30 AM 1684 116 1568 Ri ht Thru 4-7 Peak Hour Data Q O N 66 0 North 0 r` N L J o ° Cars z° Left Thru 18 273 291 In-Peak Hour:08:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Trucks Osgood St Osgood St North Drwy 2 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 7 0 0 3 0 0 10 06:15 AM 6 0 0 10 0 0 16 06:30 AM 7 0 0 6 0 0 13 06:45 AM 3 0 0 1 0 0 4 Total 23 0 0 20 0 0 43 07:00 AM 9 0 0 4 0 0 13 07:15 AM 6 0 0 4 0 0 10 07:30 AM 8 0 0 8 0 0 16 07:45 AM 0 0 0 2 0 0 2 Total 23 0 0 18 0 0 41 08:00 AM 5 0 0 4 0 0 9 08:15 AM 12 0 0 1 0 0 13 08:30 AM 4 0 0 6 0 0 10 08:45 AM 5 0 0 4 0 0 9 Total 26 0 0 15 0 0 41 Grand Total 72 0 0 53 0 0 125 Apprch% 100 0 0 100 0 0 Total% 57.6 0 0 42.4 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St North Drwy 2 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:15 AM 06:15 AM 6 0 6 0 10 10 0 0 0 16 06:30 AM 7 0 7 0 6 6 0 0 0 13 06:45 AM 3 0 3 0 1 1 0 0 0 4 07:00 AM g 0 g 0 4 4 0 0 0 13 Total Volume 25 0 25 0 21 21 0 0 0 46 %App.Total 100 0 0 100 0 0 PHF .694 .000 .694 .000 .525 .525 .000 .000 .000 .719 Osgood St Out In Total 21 25F 46 0 25 Ri ht Thru Peak Hour Data -F0 0 0 N o North o i� J C o� Peak Hour Begins at 06:15 AM zTrucks 0 O Left Thru 0 21 25 21 46 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:45 AM 06:15 AM 06:00 AM +0 mins. 3 0 3 0 10 10 0 0 0 +15 mins. g 0 g 0 6 6 0 0 0 +30 mins. 6 0 6 0 1 1 0 0 0 +45 mins. 8 0 8 0 4 4 0 0 0 Total Volume 26 0 26 0 21 21 0 0 0 %App.Total 100 0 0 100 0 0 PHF .722 .000 .722 .000 .525 .525 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:06:45 AM 26 0 26 Ri ht Thru 4-7 Peak Hour Data Q 0 N� 0 North �0 0 a)—�' L J �2 0� Trucks Z� E c Left Thru 0 21 21 In-Peak Hour:06:15 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Grou s Printed-Tractor Trailers Osgood St Osgood St North Drwy 2 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 5 0 0 3 0 0 8 06:15 AM 2 0 0 9 0 0 11 06:30 AM 1 0 0 1 0 0 2 06:45 AM 1 0 0 3 0 0 4 Total 9 0 0 16 0 0 25 07:00 AM 4 0 0 3 0 0 7 07:15 AM 0 0 0 2 0 0 2 07:30 AM 1 0 0 2 0 0 3 07:45 AM 4 0 0 2 0 0 6 Total 9 0 0 9 0 0 18 08:00 AM 1 0 0 2 0 0 3 08:15 AM 5 0 0 3 0 0 8 08:30 AM 5 0 0 1 0 0 6 08:45 AM 5 0 0 4 0 0 9 Total 16 0 0 10 0 0 26 Grand Total 34 0 0 35 0 0 69 Apprch% 100 0 0 100 0 0 Total% 49.3 0 0 50.7 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St North Drwy 2 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 1 0 1 0 2 2 0 0 0 3 08:15 AM 5 0 5 0 3 3 0 0 0 8 08:30 AM 5 0 5 0 1 1 0 0 0 6 08:45 AM 5 0 5 0 4 4 0 0 0 g Total Volume 16 0 16 0 10 10 0 0 0 26 %App.Total 100 0 0 100 0 0 PHF .800 .000 .800 .000 .625 .625 .000 .000 .000 .722 Osgood St Out In Total 10 16F 26 0 16 Ri ht Thru Peak Hour Data -F0 0 0 N o North o i� J C o� Peak Hour Begins at 08:00 AM 0 z o Tractor Trailers O Left Thru 0 10 16 10 26 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 06:00 AM 06:00 AM +0 mins. 1 0 1 0 3 3 0 0 0 +15 mins. 5 0 5 0 g g 0 0 0 +30 mins. 5 0 5 0 1 1 0 0 0 +45 mins. 5 0 5 0 3 3 0 0 0 Total Volume 16 0 16 0 16 16 0 0 0 %App.Total 100 0 0 100 0 0 PHF .800 .000 .800 .000 .444 .444 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:08:00 AM 16 0 16 Ri ht Thru 4-7 Peak Hour Data Q 0 N� 0 North �0 0 a)—�' L J �2 0� Tractor Trailers Z� E c Left Thru 0 16 16 In-Peak Hour:06:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Buses Osgood St Osgood St North Drwy 2 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 0 0 0 0 0 1 1 06:15 AM 3 0 0 1 0 11 15 06:30 AM 1 0 0 1 1 8 11 06:45 AM 0 0 0 1 1 1 3 Total 4 0 0 3 2 21 30 07:00 AM 1 0 0 2 1 1 5 07:15 AM 1 0 0 2 1 0 4 07:30 AM 0 0 0 0 0 0 0 07:45 AM 2 0 0 1 0 2 5 Total 4 0 0 5 2 3 14 08:00 AM 0 0 0 0 0 0 0 08:15 AM 1 0 0 0 0 0 1 08:30 AM 0 0 2 4 0 0 6 08:45 AM 1 0 2 12 1 0 16 Total 2 0 4 16 1 0 23 Grand Total 10 0 4 24 5 24 67 Apprch% 100 0 14.3 85.7 17.2 82.8 Total% 14.9 0 6 35.8 7.5 35.8 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St North Drwy 2 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:15 AM 06:15 AM 3 0 3 0 1 1 0 11 11 15 06:30 AM 1 0 1 0 1 1 1 8 9 11 06:45 AM 0 0 0 0 1 1 1 1 2 3 07:00 AM 1 0 1 0 2 2 1 1 2 5 Total Volume 5 0 5 0 5 5 3 21 24 34 %App.Total 100 0 0 100 12.5 87.5 PHF .417 .000 .417 .000 .625 .625 .750 .477 .545 .567 Osgood St Out In Total ® 0F 13 0 5 Ri ht Thru Peak Hour Data (a N O H N North C N J Peak Hour Begins at 06:15 AM IN zBuses 0 O Left Thru 0 5 26 5 31 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:15 AM 08:00 AM 06:15 AM +0 mins. 3 0 3 0 0 0 0 11 11 +15 mins. 1 0 1 0 0 0 1 8 9 +30 mins. 0 0 0 2 4 6 1 1 2 +45 mins. 1 0 1 2 12 14 1 1 2 Total Volume 5 0 5 4 16 20 3 21 24 %App.Total 100 0 20 80 12.5 87.5 PHF .417 .000 .417 .500 .333 .357 .750 .477 .545 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:06:15 AM 0 0 5 Ri ht Thru 4-7 Peak Hour Data Q LO C N M North O N J _ Buses N-r- Z� E c Left Thru 4 16 20 In-Peak Hour:08:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Bikes Peds Osgood St Osgood St North Drwy 2 From North From South From West Start Time Thru Right Peds Left Thru Peds Left Right Peds Exclu.Total Inclu.Total Int.Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 Apprch% 0 0 0 0 0 0 Total% 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St North Drwy 2 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Osgood St Out In Total F 0 DO F 0 0 0 Ri ht Thru Peak Hour Data 0 0 N o North o ) J C o� Peak Hour Begins at 06:00 AM z Bikes Peds 0 O I Left Thru 0 0 0 0 0 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:00 AM 06:00 AM 06:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:06:00 AM 0 0 0 Ri ht Thru 4-7 Peak Hour Data Q 0 N� 0 North �0 0 a)—�' L J �2 0� Bikes Peds Z� E c Left Thru 0 0 0 In-Peak Hour:06:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars-Trucks-Buses-Tractor Trailers Osgood St Osgood St North Drwy 2 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 119 8 4 280 13 8 432 04:15 PM 124 5 8 271 11 7 426 04:30 PM 113 3 1 311 51 16 495 04:45 PM 112 0 1 331 13 9 466 Total 468 16 14 1193 88 40 1819 05:00 PM 122 3 0 374 17 9 525 05:15 PM 105 2 5 332 13 4 461 05:30 PM 81 0 1 330 13 4 429 05:45 PM 85 0 4 309 7 6 411 Total 393 5 10 1345 50 23 1826 06:00 PM 77 1 3 252 8 4 345 06:15 PM 82 0 5 226 3 1 317 06:30 PM 56 2 0 194 6 0 258 06:45 PM 56 0 1 176 1 1 235 Total 271 3 9 848 18 6 1155 Grand Total 1132 24 33 3386 156 69 4800 Apprch% 97.9 2.1 1 99 69.3 30.7 Total% 23.6 0.5 0.7 70.5 3.2 1.4 Cars 1096 19 20 3327 154 68 4684 %Cars 96.8 79.2 60.6 98.3 98.7 98.6 97.6 Trucks 12 0 0 24 0 0 36 %Trucks 1.1 0 0 0.7 0 0 0.8 Buses 6 5 13 21 2 1 48 %Buses 0.5 20.8 39.4 0.6 1.3 1.4 1 Tractor Trailers 18 0 0 14 0 0 32 %Tractor Trailers 1.6 0 0 0.4 0 0 0.7 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St North Drwy 2 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 113 3 116 1 311 312 51 16 67 495 04:45 PM 112 0 112 1 331 332 13 9 22 466 05:00 PM 122 3 125 0 374 374 17 9 26 525 05:15 PM 105 2 107 5 332 337 13 4 17 461 Total Volume 452 8 460 7 1348 1355 94 38 132 1947 %App.Total 98.3 1.7 0.5 99.5 71.2 28.8 PHF .926 .667 .920 .350 .901 .906 .461 .594 .493 .927 Cars 435 8 443 6 1326 1332 93 38 131 1906 %Cars 96.2 100 96.3 85.7 98.4 98.3 98.9 100 99.2 97.9 Trucks 6 0 6 0 13 13 0 0 0 19 %Trucks 1.3 0 1.3 0 1.0 1.0 0 0 0 1.0 Buses 3 0 3 1 5 6 1 0 1 10 %Buses 0.7 0 0.7 14.3 0.4 0.4 1.1 0 0.8 0.5 Tractor Trailers 8 0 8 0 4 4 0 0 0 12 %Tractor Trailers 1.8 0 1.7 0 0.3 0.3 0 0 0 0.6 Osgood St Out In Total 1419 443 1862 13 6 19 6 3 9 4 8 12 1442 460 1902 48 :]4735 0 6 0 3 0 8 8 452 Ri ht Thru Peak Hour Data LO O N O O H N CO 0-0� North o o N 0") 0')� Peak Hour Begins at 04:30 PM co J 0000000� Cars oM M= Trucks z 0 0Lo Buses Tractor Trailers O I Left Thru 6 1326 0 13 1 5 0 4 7 1348 473 1332 1805 6 13 19 3 6 9 8 4 12 490 1355 1845 Out In Total Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Osgood St North Drwy 2 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:45 PM 04:15 PM +0 mins. 119 8 127 1 331 332 11 7 18 +15 mins. 124 5 129 0 374 374 51 16 67 +30 mins. 113 3 116 5 332 337 13 9 22 +45 mins. 112 0 112 1 330 331 17 9 26 Total Volume 468 16 484 7 1367 1374 92 41 133 %App.Total 96.7 3.3 0.5 99.5 69.2 30.8 PHF .944 .500 .938 .350 .914 .918 .451 .641 .496 Cars 446 11 457 6 1351 1357 90 41 131 %Cars 95.3 68.8 94.4 85.7 98.8 98.8 97.8 100 98.5 Trucks 7 0 7 0 9 9 0 0 0 %Trucks 1.5 0 1.4 0 0.7 0.7 0 0 0 Buses 5 5 10 1 3 4 2 0 2 %Buses 1.1 31.2 2.1 14.3 0.2 0.3 2.2 0 1.5 Tractor Trailers 10 0 10 0 4 4 0 0 0 %Tractor Trailers 2.1 0 2.1 0 0.3 0.3 0 0 0 Osgood St In-Peak Hour:04:00 PM 457 7 10 10 484 11 446 0 7 5 5 0 10 16 468 Ri ht Thru Peak Hour Data LO 77 N't O O N O N >>0�0N0 O O�� Cars L co -j Trucks �= T000 Buses tf = Tractor Trailers ° ) z Left Thru 6 1351 0 9 1 3 0 4 7 1367 1357 9 4 4 1374 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars Osgood St Osgood St North Drwy 2 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 112 5 1 268 13 8 407 04:15 PM 118 3 1 259 10 7 398 04:30 PM 110 3 0 302 51 16 482 04:45 PM 106 0 1 327 12 9 455 Total 446 11 3 1156 86 40 1742 05:00 PM 118 3 0 369 17 9 516 05:15 PM 101 2 5 328 13 4 453 05:30 PM 81 0 0 327 13 4 425 05:45 PM 84 0 4 308 7 6 409 Total 384 5 9 1332 50 23 1803 06:00 PM 75 1 3 251 8 3 341 06:15 PM 81 0 4 222 3 1 311 06:30 PM 55 2 0 193 6 0 256 06:45 PM 55 0 1 173 1 1 231 Total 266 3 8 839 18 5 1139 Grand Total 1096 19 20 3327 154 68 4684 Apprch% 98.3 1.7 0.6 99.4 69.4 30.6 Total% 23.4 0.4 0.4 71 3.3 1.5 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St North Drwy 2 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 110 3 113 0 302 302 51 16 67 482 04:45 PM 106 0 106 1 327 328 12 9 21 455 05:00 PM 118 3 121 0 369 369 17 9 26 516 05:15 PM 101 2 103 5 328 333 13 4 17 453 Total Volume 435 8 443 6 1326 1332 93 38 131 1906 %App.Total 98.2 1.8 0.5 99.5 71 29 PHF .922 .667 .915 .300 .898 .902 .456 .594 .489 .923 Osgood St Out In Total 1419 F 1862 8 435 Ri ht Thru Peak Hour Data 0 N co North C�2 J o— Peak Hour Begins at 04:30 PM CO]� z E Cars +'r O Left Thru 6 1326 473 1332 1805 Out In Total n-qnnnd St Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:45 PM 04:15 PM +0 mins. 118 3 121 1 327 328 10 7 17 +15 mins. 110 3 113 0 369 369 51 16 67 +30 mins. 106 0 106 5 328 333 12 9 21 +45 mins. 118 3 121 0 327 327 17 9 26 Total Volume 452 9 461 6 1351 1357 90 41 131 %App.Total 98 2 0.4 99.6 68.7 31.3 PHF .958 .750 .952 .300 .915 .919 .441 .641 .489 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:04:15 PM 461 9 452 ROM Thru 4-7 Peak Hour Data LO N0 � � North i Ch J 00 Cars z° Left Thru 6 1351 1357 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Trucks Osgood St Osgood St North Drwy 2 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 3 0 0 5 0 0 8 04:15 PM 2 0 0 3 0 0 5 04:30 PM 1 0 0 5 0 0 6 04:45 PM 1 0 0 3 0 0 4 Total 7 0 0 16 0 0 23 05:00 PM 3 0 0 4 0 0 7 05:15 PM 1 0 0 1 0 0 2 05:30 PM 0 0 0 1 0 0 1 05:45 PM 0 0 0 0 0 0 0 Total 4 0 0 6 0 0 10 06:00 PM 0 0 0 1 0 0 1 06:15 PM 0 0 0 0 0 0 0 06:30 PM 0 0 0 1 0 0 1 06:45 PM 1 0 0 0 0 0 1 Total 1 0 0 2 0 0 3 Grand Total 12 0 0 24 0 0 36 Apprch% 100 0 0 100 0 0 Total% 33.3 0 0 66.7 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St North Drwy 2 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 3 0 3 0 5 5 0 0 0 g 04:15 PM 2 0 2 0 3 3 0 0 0 5 04:30 PM 1 0 1 0 5 5 0 0 0 6 04:45 PM 1 0 1 0 3 3 0 0 0 4 Total Volume 7 0 7 0 16 16 0 0 0 23 %App.Total 100 0 0 100 0 0 PHF .583 .000 .583 .000 .800 .800 .000 .000 .000 .719 Osgood St Out In Total 16 7F 23 0 7 Ri ht Thru Peak Hour Data -FU 0 0 N o North o a� J C o— Peak Hour Begins at 04:00 PM zTrucks 0 O I Left Thru 0 16 07 16 23 Out In Total n-qnnnd St Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM +0 mins. 3 0 3 0 5 5 0 0 0 +15 mins. 2 0 2 0 3 3 0 0 0 +30 mins. 1 0 1 0 5 5 0 0 0 +45 mins. 1 0 1 0 3 3 0 0 0 Total Volume 7 0 7 0 16 16 0 0 0 %App.Total 100 0 0 100 0 0 PHF .583 .000 .583 .000 .800 .800 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:04:00 PM 0 0 7 Ri ht Thru 4-7 Peak Hour Data 0 N 4 0 North �0 0 a)—�' L J �2 0� Trucks Z� E c Left Thru 0 16 16 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Grou s Printed-Tractor Trailers Osgood St Osgood St North Drwy 2 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 2 0 0 3 0 0 5 04:15 PM 3 0 0 1 0 0 4 04:30 PM 1 0 0 1 0 0 2 04:45 PM 4 0 0 1 0 0 5 Total 10 0 0 6 0 0 16 05:00 PM 1 0 0 1 0 0 2 05:15 PM 2 0 0 1 0 0 3 05:30 PM 0 0 0 1 0 0 1 05:45 PM 1 0 0 1 0 0 2 Total 4 0 0 4 0 0 8 06:00 PM 2 0 0 0 0 0 2 06:15 PM 1 0 0 3 0 0 4 06:30 PM 1 0 0 0 0 0 1 06:45 PM 0 0 0 1 0 0 1 Total 4 0 0 4 0 0 8 Grand Total 18 0 0 14 0 0 32 Apprch% 100 0 0 100 0 0 Total% 56.2 0 0 43.8 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St North Drwy 2 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 2 0 2 0 3 3 0 0 0 5 04:15 PM 3 0 3 0 1 1 0 0 0 4 04:30 PM 1 0 1 0 1 1 0 0 0 2 04:45 PM 4 0 4 0 1 1 0 0 0 5 Total Volume 10 0 10 0 6 6 0 0 0 16 %App.Total 100 0 0 100 0 0 PHF .625 .000 .625 .000 .500 .500 .000 .000 .000 .800 Osgood St Out In Total © 10F 16 0 10 Ri ht Thru Peak Hour Data -FU 0 0 N o North o a� J C o— Peak Hour Begins at 04:00 PM 0 z o Tractor Trailers O I Left Thru 0 6 10 6 16 Out In Total n-qnnnd St Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM +0 mins. 2 0 2 0 3 3 0 0 0 +15 mins. 3 0 3 0 1 1 0 0 0 +30 mins. 1 0 1 0 1 1 0 0 0 +45 mins. 4 0 4 0 1 1 0 0 0 Total Volume 10 0 10 0 6 6 0 0 0 %App.Total 100 0 0 100 0 0 PHF .625 .000 .625 .000 .500 .500 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:04:00 PM 10 0 10 ROM Thru 4-7 Peak Hour Data 0 N 4 0 North �0 0 a)—�' L J �2 0� Tractor Trailers Z� E c Left Thru 0 6 6 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Buses Osgood St Osgood St North Drwy 2 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 2 3 3 4 0 0 12 04:15 PM 1 2 7 8 1 0 19 04:30 PM 1 0 1 3 0 0 5 04:45 PM 1 0 0 0 1 0 2 Total 5 5 11 15 2 0 38 05:00 PM 0 0 0 0 0 0 0 05:15 PM 1 0 0 2 0 0 3 05:30 PM 0 0 1 1 0 0 2 05:45 PM 0 0 0 0 0 0 0 Total 1 0 1 3 0 0 5 06:00 PM 0 0 0 0 0 1 1 06:15 PM 0 0 1 1 0 0 2 06:30 PM 0 0 0 0 0 0 0 06:45 PM 0 0 0 2 0 0 2 Total 0 0 1 3 0 1 5 Grand Total 6 5 13 21 2 1 48 Apprch% 54.5 45.5 38.2 61.8 66.7 33.3 Total% 12.5 10.4 27.1 43.8 4.2 2.1 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St North Drwy 2 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 2 3 5 3 4 7 0 0 0 12 04:15 PM 1 2 3 7 8 15 1 0 1 19 04:30 PM 1 0 1 1 3 4 0 0 0 5 04:45 PM 1 0 1 0 0 0 1 0 1 2 Total Volume 5 5 10 11 15 26 2 0 2 38 %App.Total 50 50 42.3 57.7 100 0 PHF .625 .417 .500 .393 .469 .433 .500 .000 .500 .500 Osgood St Out In Total 17 10F 27 5 5 Ri ht Thru _ Peak Hour Data 00 o N N North >+ N N J C o— Peak Hour Begins at 04:00 PM zBuses co +'r O Left Thru 11 15 0 26 31 Out In Total n-qnnnd St Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM +0 mins. 2 3 5 3 4 7 0 0 0 +15 mins. 1 2 3 7 8 15 1 0 1 +30 mins. 1 0 1 1 3 4 0 0 0 +45 mins. 1 0 1 0 0 0 1 0 1 Total Volume 5 5 10 11 15 26 2 0 2 %App.Total 50 50 42.3 57.7 100 0 PHF .625 .417 .500 .393 .469 .433 .500 .000 .500 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:04:00 PM 10 5 5 Ri ht Thru 4-7 Peak Hour Data 0 N 4 N North �0 N N� L J Buses z°) E Left Thru 11 15 26 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Bikes Peds Osgood St Osgood St North Drwy 2 From North From South From West Start Time Thru Right Peds Left Thru Peds Left Right Peds Exclu.Total Inclu.Total Int.Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 Apprch% 0 0 0 0 0 0 Total% 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St North Drwy 2 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Osgood St Out In Total F 0 0 0 0 0 Ri ht Thru Peak Hour Data -FU C) N o North o a� J C Peak Hour Begins at 04:00 PM o� 0 z Bikes Peds o 0 Left Thru 0 0 0 0 0 Out In Total n-,nnnd St Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: North Driveway 2 Site Code :27010005 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:04:00 PM 0 0 0 Ri ht Thru 4-7 Peak Hour Data 0 N 4 0 North �0 0 a)—�' L J �2 0� Bikes Peds Z� E c Left Thru 0 0 0 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars-Trucks-Buses-Tractor Trialer Osgood St Osgood St South Drwy 1 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 117 1 0 31 0 0 149 06:15 AM 164 3 3 57 0 0 227 06:30 AM 215 1 1 64 0 2 283 06:45 AM 236 2 6 63 0 0 307 Total 732 7 10 215 0 2 966 07:00 AM 268 4 8 69 0 0 349 07:15 AM 335 5 6 72 1 1 420 07:30 AM 464 4 8 80 0 1 557 07:45 AM 356 12 29 73 2 4 476 Total 1423 25 51 294 3 6 1802 08:00 AM 366 8 14 89 2 5 484 08:15 AM 390 7 8 64 1 2 472 08:30 AM 281 2 9 96 0 2 390 08:45 AM 191 7 7 99 0 1 305 Total 1228 24 38 348 3 10 1651 Grand Total 3383 56 99 857 6 18 4419 Apprch% 98.4 1.6 10.4 89.6 25 75 Total% 76.6 1.3 2.2 19.4 0.1 0.4 Cars 3240 53 99 738 6 18 4154 %Cars 95.8 94.6 100 86.1 100 100 94 Trucks 72 0 0 47 0 0 119 %Trucks 2.1 0 0 5.5 0 0 2.7 Buses 32 3 0 31 0 0 66 %Buses 0.9 5.4 0 3.6 0 0 1.5 Tractor Trialer 39 0 0 41 0 0 80 %Tractor Trialer 1.2 0 0 4.8 0 0 1.8 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St South Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 464 4 468 8 80 88 0 1 1 557 07:45 AM 356 12 368 29 73 102 2 4 6 476 08:00 AM 366 8 374 14 89 103 2 5 7 484 08:15 AM 390 7 397 8 64 72 1 2 3 472 Total Volume 1576 31 1607 59 306 365 5 12 17 1989 %App.Total 98.1 1.9 16.2 83.8 29.4 70.6 PHF .849 .646 .858 .509 .860 .886 .625 .600 .607 .893 Cars 1526 31 1557 59 283 342 5 12 17 1916 %Cars 96.8 100 96.9 100 92.5 93.7 100 100 100 96.3 Trucks 37 0 37 0 13 13 0 0 0 50 %Trucks 2.3 0 2.3 0 4.2 3.6 0 0 0 2.5 Buses 3 0 3 0 1 1 0 0 0 4 %Buses 0.2 0 0.2 0 0.3 0.3 0 0 0 0.2 Tractor Trialer 10 0 10 0 9 9 0 0 0 19 %Tractor Trialer 0.6 0 0.6 0 2.9 2.5 0 0 0 1.0 Osgood St Out In Total 288 1557 1845 13 37 50 1 3 4 9 10 19 311 1607 1918 31 1526 0 37 0 3 0 10 31 1576 Ri ht Thru Peak Hour Data -FU00000 4- 0 Lr)000L0 North ti o 0 o ti (D� Peak Hour Begins at 07:30 AM J T000T� Cars =3 Trucks 0 Buses o 0 000 4-1 rn rn Tractor Trialer O Left Thru 59 283 0 13 0 1 0 9 59 306 1538 342 1880 37 13 50 3 1 4 10 9 19 1588 365 1953 Out In Total Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Osgood St South Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 08:00 AM 07:45 AM +0 mins. 464 4 468 14 89 103 2 4 6 +15 mins. 356 12 368 8 64 72 2 5 7 +30 mins. 366 8 374 9 96 105 1 2 3 +45 mins. 390 7 397 7 99 106 0 2 2 Total Volume 1576 31 1607 38 348 386 5 13 18 %App.Total 98.1 1.9 9.8 90.2 27.8 72.2 PHF .849 .646 .858 .679 .879 .910 .625 .650 .643 Cars 1526 31 1557 38 302 340 5 13 18 %Cars 96.8 100 96.9 100 86.8 88.1 100 100 100 Trucks 37 0 37 0 16 16 0 0 0 %Trucks 2.3 0 2.3 0 4.6 4.1 0 0 0 Buses 3 0 3 0 21 21 0 0 0 %Buses 0.2 0 0.2 0 6 5.4 0 0 0 Tractor Trialer 10 0 10 0 9 9 0 0 0 %Tractor Trialer 0.6 0 0.6 0 2.6 2.3 0 0 0 Osgood St In-Peak Hour:07:30 AM 1557 37 3 10 1607 31 1526 0 37 0 3 0 10 31 1576 Ri ht Thru Peak Hour Data Q LO �000LO >,0 �� Cars �0000000 -j Trucks �2 M000M+- Buses Tractor Trialer �a c I Left Thru 38 302 0 16 0 21 0 9 38 348 340 16 21 9 386 In-Peak Hour:08:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars Osgood St Osgood St South Drwy 1 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 103 1 0 24 0 0 128 06:15 AM 144 2 3 37 0 0 186 06:30 AM 198 1 1 56 0 2 258 06:45 AM 232 2 6 57 0 0 297 Total 677 6 10 174 0 2 869 07:00 AM 252 4 8 58 0 0 322 07:15 AM 331 4 6 65 1 1 408 07:30 AM 448 4 8 71 0 1 532 07:45 AM 349 12 29 68 2 4 464 Total 1380 24 51 262 3 6 1726 08:00 AM 361 8 14 83 2 5 473 08:15 AM 368 7 8 61 1 2 447 08:30 AM 274 1 9 82 0 2 368 08:45 AM 180 7 7 76 0 1 271 Total 1183 23 38 302 3 10 1559 Grand Total 3240 53 99 738 6 18 4154 Apprch% 98.4 1.6 11.8 88.2 25 75 Total% 78 1.3 2.4 17.8 0.1 0.4 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St South Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 448 4 452 8 71 79 0 1 1 532 07:45 AM 349 12 361 29 68 97 2 4 6 464 08:00 AM 361 8 369 14 83 97 2 5 7 473 08:15 AM 368 7 375 8 61 69 1 2 3 447 Total Volume 1526 31 1557 59 283 342 5 12 17 1916 %App.Total 98 2 17.3 82.7 29.4 70.6 PHF .852 .646 .861 .509 .852 .881 .625 .600 .607 .900 Osgood St Out In Total 288 F 1845 31 1526 Ri ht Thru Peak Hour Data (a o �0 North �� J Peak Hour Begins at 07:30 AM ) Cars � o O Left Thru 59 283 1538 342 1880 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:45 AM 07:45 AM +0 mins. 448 4 452 29 68 97 2 4 6 +15 mins. 349 12 361 14 83 97 2 5 7 +30 mins. 361 8 369 8 61 69 1 2 3 +45 mins. 368 7 375 9 82 91 0 2 2 Total Volume 1526 31 1557 60 294 354 5 13 18 %App.Total 98 2 16.9 83.1 27.8 72.2 PHF .852 .646 .861 .517 .886 .912 .625 .650 .643 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:07:30 AM 1557 31 1526 Ri ht Thru 4-7 Peak Hour Data Q LO Nt r:-� L0 North �0 co (L)—�' L J o ° Cars (n c Left Thru 60 294 354 In-Peak Hour:07:45 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Trucks Osgood St Osgood St South Drwy 1 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 6 0 0 1 0 0 7 06:15 AM 5 0 0 8 0 0 13 06:30 AM 5 0 0 4 0 0 9 06:45 AM 1 0 0 1 0 0 2 Total 17 0 0 14 0 0 31 07:00 AM 9 0 0 5 0 0 14 07:15 AM 4 0 0 3 0 0 7 07:30 AM 14 0 0 6 0 0 20 07:45 AM 2 0 0 3 0 0 5 Total 29 0 0 17 0 0 46 08:00 AM 4 0 0 4 0 0 8 08:15 AM 17 0 0 0 0 0 17 08:30 AM 3 0 0 6 0 0 9 08:45 AM 2 0 0 6 0 0 8 Total 26 0 0 16 0 0 42 Grand Total 72 0 0 47 0 0 119 Apprch% 100 0 0 100 0 0 Total% 60.5 0 0 39.5 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St South Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 14 0 14 0 6 6 0 0 0 20 07:45 AM 2 0 2 0 3 3 0 0 0 5 08:00 AM 4 0 4 0 4 4 0 0 0 8 08:15 AM 17 0 17 0 0 0 0 0 0 17 Total Volume 37 0 37 0 13 13 0 0 0 50 %App.Total 100 0 0 100 0 0 PHF .544 .000 .544 .000 .542 .542 .000 .000 .000 .625 Osgood St Out In Total 13 37F 50 0 37 Ri ht Thru Peak Hour Data -F0 0 0 North O J� o� Peak Hour Begins at 07:30 AM U° o Trucks O Left Thru 0 13 37 13 50 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 06:15 AM 06:00 AM +0 mins. 14 0 14 0 g g 0 0 0 +15 mins. 2 0 2 0 4 4 0 0 0 +30 mins. 4 0 4 0 1 1 0 0 0 +45 mins. 17 0 17 0 5 5 0 0 0 Total Volume 37 0 37 0 18 18 0 0 0 %App.Total 100 0 0 100 0 0 PHF .544 .000 .544 .000 .563 .563 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:07:30 AM 37 0 37 Ri ht Thru 4-7 Peak Hour Data Q 0 �6 0 North �0 J-�' o ° Trucks �2 0� U)n c Left Thru 0 18 18 In-Peak Hour:06:15 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Grou s Printed-Tractor Trialer Osgood St Osgood St South Drwy 1 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 7 0 0 6 0 0 13 06:15 AM 3 0 0 10 0 0 13 06:30 AM 2 0 0 2 0 0 4 06:45 AM 0 0 0 4 0 0 4 Total 12 0 0 22 0 0 34 07:00 AM 5 0 0 4 0 0 9 07:15 AM 0 0 0 2 0 0 2 07:30 AM 2 0 0 2 0 0 4 07:45 AM 2 0 0 2 0 0 4 Total 9 0 0 10 0 0 19 08:00 AM 1 0 0 2 0 0 3 08:15 AM 5 0 0 3 0 0 8 08:30 AM 4 0 0 1 0 0 5 08:45 AM 8 0 0 3 0 0 11 Total 18 0 0 9 0 0 27 Grand Total 39 0 0 41 0 0 80 Apprch% 100 0 0 100 0 0 Total% 48.8 0 0 51.2 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St South Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM 7 0 7 0 6 6 0 0 0 13 06:15 AM 3 0 3 0 10 10 0 0 0 13 06:30 AM 2 0 2 0 2 2 0 0 0 4 06:45 AM 0 0 0 0 4 4 0 0 0 4 Total Volume 12 0 12 0 22 22 0 0 0 34 %App.Total 100 0 0 100 0 0 PHF .429 .000 .429 .000 .550 .550 .000 .000 .000 .654 Osgood St Out In Total 22 12F 34 0 12 Ri ht Thru Peak Hour Data -F0 0 0 North O J� o� Peak Hour Begins at 06:00 AM ) Tractor Trialer 0 � o O Left Thru 0 22 12 22 34 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 06:00 AM 06:00 AM +0 mins. 1 0 1 0 6 6 0 0 0 +15 mins. 5 0 5 0 10 10 0 0 0 +30 mins. 4 0 4 0 2 2 0 0 0 +45 mins. g 0 g 0 4 4 0 0 0 Total Volume 18 0 18 0 22 22 0 0 0 %App.Total 100 0 0 100 0 0 PHF .563 .000 .563 .000 .550 .550 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:08:00 AM 18 0 18 Ri ht Thru 4-7 Peak Hour Data Q 0 �6 0 North �0 J o ° Tractor Trialer �2 0� U)n c Left Thru 0 22 22 In-Peak Hour:06:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Buses Osgood St Osgood St South Drwy 1 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 1 0 0 0 0 0 1 06:15 AM 12 1 0 2 0 0 15 06:30 AM 10 0 0 2 0 0 12 06:45 AM 3 0 0 1 0 0 4 Total 26 1 0 5 0 0 32 07:00 AM 2 0 0 2 0 0 4 07:15 AM 0 1 0 2 0 0 3 07:30 AM 0 0 0 1 0 0 1 07:45 AM 3 0 0 0 0 0 3 Total 5 1 0 5 0 0 11 08:00 AM 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 08:30 AM 0 1 0 7 0 0 8 08:45 AM 1 0 0 14 0 0 15 Total 1 1 0 21 0 0 23 Grand Total 32 3 0 31 0 0 66 Apprch% 91.4 8.6 0 100 0 0 Total% 48.5 4.5 0 47 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St South Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:15 AM 06:15 AM 12 1 13 0 2 2 0 0 0 15 06:30 AM 10 0 10 0 2 2 0 0 0 12 06:45 AM 3 0 3 0 1 1 0 0 0 4 07:00 AM 2 0 2 0 2 2 0 0 0 4 Total Volume 27 1 28 0 7 7 0 0 0 35 %App.Total 96.4 3.6 0 100 0 0 PHF .563 .250 .538 .000 .875 .875 .000 .000 .000 .583 Osgood St Out In Total 07 28F 35 1 27 Ri ht Thru Peak Hour Data o North O ) o� Peak Hour Begins at 06:15 AM ) Buses r a-+ O Left Thru 0 7 27 7 34 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:15 AM 08:00 AM 06:00 AM +0 mins. 12 1 13 0 0 0 0 0 0 +15 mins. 10 0 10 0 0 0 0 0 0 +30 mins. 3 0 3 0 7 7 0 0 0 +45 mins. 2 0 2 0 14 14 0 0 0 Total Volume 27 1 28 0 21 21 0 0 0 %App.Total 96.4 3.6 0 100 0 0 PHF .563 .250 .538 .000 .375 .375 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:06:15 AM 28 1 27 Ri ht Thru 4-7 Peak Hour Data Q 0 �6 0 North �0 J o ° Buses �2 0� U)n c Left Thru 0 21 21 In-Peak Hour:08:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Bikes Peds Osgood St Osgood St South Drwy 1 From North From South From West Start Time Thru Right Peds Left Thru Peds Left Right Peds Exclu.Total Inclu.Total Int.Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 Apprch% 0 0 0 0 0 0 Total% 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St South Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Osgood St Out In Total F 0 DO F 0 0 0 Ri ht Thru Peak Hour Data 0 0 North C o ) o� Peak Hour Begins at 06:00 AM ) Bikes Peds 0 � o O I Left Thru 0 0 0 0 0 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:00 AM 06:00 AM 06:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:06:00 AM 0 0 0 Ri ht Thru 4-7 Peak Hour Data Q 0 �6 0 North �0 J o ° Bikes Peds �2 0� U)n c Left Thru 0 0 0 In-Peak Hour:06:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars-Trucks-Buses-Tractor Trialer Osgood St Osgood St South Drwy 1 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 125 1 0 273 2 7 408 04:15 PM 134 2 4 277 1 5 423 04:30 PM 122 3 5 303 12 40 485 04:45 PM 121 0 2 322 0 10 455 Total 502 6 11 1175 15 62 1771 05:00 PM 130 0 5 373 4 20 532 05:15 PM 114 2 6 324 2 7 455 05:30 PM 87 0 2 332 4 21 446 05:45 PM 91 1 2 311 1 11 417 Total 422 3 15 1340 11 59 1850 06:00 PM 82 0 2 252 1 8 345 06:15 PM 84 1 1 236 1 3 326 06:30 PM 60 0 2 190 1 2 255 06:45 PM 58 0 0 174 0 0 232 Total 284 1 5 852 3 13 1158 Grand Total 1208 10 31 3367 29 134 4779 Apprch% 99.2 0.8 0.9 99.1 17.8 82.2 Total% 25.3 0.2 0.6 70.5 0.6 2.8 Cars 1172 7 31 3297 29 134 4670 %Cars 97 70 100 97.9 100 100 97.7 Trucks 15 0 0 24 0 0 39 %Trucks 1.2 0 0 0.7 0 0 0.8 Buses 4 3 0 32 0 0 39 %Buses 0.3 30 0 1 0 0 0.8 Tractor Trialer 17 0 0 14 0 0 31 %Tractor Trialer 1.4 0 0 0.4 0 0 0.6 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St South Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 122 3 125 5 303 308 12 40 52 485 04:45 PM 121 0 121 2 322 324 0 10 10 455 05:00 PM 130 0 130 5 373 378 4 20 24 532 05:15 PM 114 2 116 6 324 330 2 7 9 455 Total Volume 487 5 492 18 1322 1340 18 77 95 1927 %App.Total 99 1 1.3 98.7 18.9 81.1 PHF .937 .417 .946 .750 .886 .886 .375 .481 .457 .906 Cars 472 4 476 18 1302 1320 18 77 95 1891 %Cars 96.9 80.0 96.7 100 98.5 98.5 100 100 100 98.1 Trucks 6 0 6 0 12 12 0 0 0 18 %Trucks 1.2 0 1.2 0 0.9 0.9 0 0 0 0.9 Buses 1 1 2 0 5 5 0 0 0 7 %Buses 0.2 20.0 0.4 0 0.4 0.4 0 0 0 0.4 Tractor Trialer 8 0 8 0 3 3 0 0 0 11 %Tractor Trialer 1.6 0 1.6 0 0.2 0.2 0 0 0 0.6 Osgood St Out In Total 1320 476 1796 12 6 18 5 2 7 3 8 11 1340 492 1832 44 :]4721 0 6 1 1 0 8 5 487 Ri ht Thru Peak Hour Data —d o—o 00 ca 0 0000000 North >1 LO 0 0 0 Ln r �� Peak Hour Begins at 04:30 PM � � J �000�� Cars � Trucks 0 Buses U) No�oc� N N Tractor Trialer O I Left Thru 18 1302 0 12 0 5 0 3 18 1322 549 1320 1869 6 12 18 1 5 6 8 3 11 564 1340 1904 Out In Total Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Osgood St South Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:45 PM 04:30 PM +0 mins. 134 2 136 2 322 324 12 40 52 +15 mins. 122 3 125 5 373 378 0 10 10 +30 mins. 121 0 121 6 324 330 4 20 24 +45 mins. 130 0 130 2 332 334 2 7 9 Total Volume 507 5 512 15 1351 1366 18 77 95 %App.Total 99 1 1.1 98.9 18.9 81.1 PHF .946 .417 .941 .625 .905 .903 .375 .481 .457 Cars 490 4 494 15 1336 1351 18 77 95 %Cars 96.6 80 96.5 100 98.9 98.9 100 100 100 Trucks 8 0 8 0 9 9 0 0 0 %Trucks 1.6 0 1.6 0 0.7 0.7 0 0 0 Buses 1 1 2 0 3 3 0 0 0 %Buses 0.2 20 0.4 0 0.2 0.2 0 0 0 Tractor Trialer 8 0 8 0 3 3 0 0 0 %Tractor Trialer 1.6 0 1.6 0 0.2 0.2 0 0 0 Osgood St In-Peak Hour:04:15 PM 494 8 2 8 512 4 490 0 8 1 1 0 8 5 507 Ri ht Thru Peak Hour Data 0 co �4 co000co >,0 LO r � Cars � �M000� Trucks Do Buses �2 1-000r�� ti ti Tractor Trialer U) c I Left Thru 15 1336 0 9 0 3 0 3 15 1351 1351 9 3 3 1366 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars Osgood St Osgood St South Drwy 1 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 116 1 0 256 2 7 382 04:15 PM 129 1 4 259 1 5 399 04:30 PM 119 3 5 294 12 40 473 04:45 PM 117 0 2 318 0 10 447 Total 481 5 11 1127 15 62 1701 05:00 PM 125 0 5 369 4 20 523 05:15 PM 111 1 6 321 2 7 448 05:30 PM 87 0 2 328 4 21 442 05:45 PM 89 1 2 310 1 11 414 Total 412 2 15 1328 11 59 1827 06:00 PM 79 0 2 250 1 8 340 06:15 PM 84 0 1 231 1 3 320 06:30 PM 59 0 2 189 1 2 253 06:45 PM 57 0 0 172 0 0 229 Total 279 0 5 842 3 13 1142 Grand Total 1172 7 31 3297 29 134 4670 Apprch% 99.4 0.6 0.9 99.1 17.8 82.2 Total% 25.1 0.1 0.7 70.6 0.6 2.9 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St South Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 119 3 122 5 294 299 12 40 52 473 04:45 PM 117 0 117 2 318 320 0 10 10 447 05:00 PM 125 0 125 5 369 374 4 20 24 523 05:15 PM 111 1 112 6 321 327 2 7 9 448 Total Volume 472 4 476 18 1302 1320 18 77 95 1891 %App.Total 99.2 0.8 1.4 98.6 18.9 81.1 PHF .944 .333 .952 .750 .882 .882 .375 .481 .457 .904 Osgood St Out In Total 1320 F 1796 4 472 Ri ht Thru Peak Hour Data 0 2 North >- � C M J o— Peak Hour Begins at 04:30 PM ) Cars � N :3 N O Left Thru 18 1302 549 1320 1869 Out In Total n-qnnnd St Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:45 PM 04:30 PM +0 mins. 129 1 130 2 318 320 12 40 52 +15 mins. 119 3 122 5 369 374 0 10 10 +30 mins. 117 0 117 6 321 327 4 20 24 +45 mins. 125 0 125 2 328 330 2 7 9 Total Volume 490 4 494 15 1336 1351 18 77 95 %App.Total 99.2 0.8 1.1 98.9 18.9 81.1 PHF .950 .333 .950 .625 .905 .903 .375 .481 .457 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:04:15 PM 494 4 490 ROM Thru 4-7 Peak Hour Data O North i� J o ° Cars �� c Left Thru 15 1336 1351 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Trucks Osgood St Osgood St South Drwy 1 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 4 0 0 7 0 0 11 04:15 PM 3 0 0 3 0 0 6 04:30 PM 1 0 0 4 0 0 5 04:45 PM 1 0 0 4 0 0 5 Total 9 0 0 18 0 0 27 05:00 PM 3 0 0 3 0 0 6 05:15 PM 1 0 0 1 0 0 2 05:30 PM 0 0 0 1 0 0 1 05:45 PM 1 0 0 0 0 0 1 Total 5 0 0 5 0 0 10 06:00 PM 0 0 0 1 0 0 1 06:15 PM 0 0 0 0 0 0 0 06:30 PM 0 0 0 0 0 0 0 06:45 PM 1 0 0 0 0 0 1 Total 1 0 0 1 0 0 2 Grand Total 15 0 0 24 0 0 39 Apprch% 100 0 0 100 0 0 Total% 38.5 0 0 61.5 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St South Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 4 0 4 0 7 7 0 0 0 11 04:15 PM 3 0 3 0 3 3 0 0 0 6 04:30 PM 1 0 1 0 4 4 0 0 0 5 04:45 PM 1 0 1 0 4 4 0 0 0 5 Total Volume 9 0 9 0 18 18 0 0 0 27 %App.Total 100 0 0 100 0 0 PHF .563 .000 .563 .000 .643 .643 .000 .000 .000 .614 Osgood St Out In Total 18 9F 27 0 9 Ri ht Thru Peak Hour Data -FU 0 0 North O J� o Peak Hour Begins at 04:00 PM o� 0 U) o Trucks O I Left Thru 0 18 0 18 27 Out In Total n-qnnnd St Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM +0 mins. 4 0 4 0 7 7 0 0 0 +15 mins. 3 0 3 0 3 3 0 0 0 +30 mins. 1 0 1 0 4 4 0 0 0 +45 mins. 1 0 1 0 4 4 0 0 0 Total Volume 9 0 9 0 18 18 0 0 0 %App.Total 100 0 0 100 0 0 PHF .563 .000 .563 .000 .643 .643 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:04:00 PM 0 0 9 Ri ht Thru 4-7 Peak Hour Data 0 4 0 North J o ° Trucks �2 0� U)n c Left Thru 0 18 18 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Grou s Printed-Tractor Trialer Osgood St Osgood St South Drwy 1 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 3 0 0 3 0 0 6 04:15 PM 2 0 0 1 0 0 3 04:30 PM 1 0 0 1 0 0 2 04:45 PM 3 0 0 0 0 0 3 Total 9 0 0 5 0 0 14 05:00 PM 2 0 0 1 0 0 3 05:15 PM 2 0 0 1 0 0 3 05:30 PM 0 0 0 1 0 0 1 05:45 PM 1 0 0 1 0 0 2 Total 5 0 0 4 0 0 9 06:00 PM 2 0 0 0 0 0 2 06:15 PM 0 0 0 3 0 0 3 06:30 PM 1 0 0 1 0 0 2 06:45 PM 0 0 0 1 0 0 1 Total 3 0 0 5 0 0 8 Grand Total 17 0 0 14 0 0 31 Apprch% 100 0 0 100 0 0 Total% 54.8 0 0 45.2 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St South Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 3 0 3 0 3 3 0 0 0 6 04:15 PM 2 0 2 0 1 1 0 0 0 3 04:30 PM 1 0 1 0 1 1 0 0 0 2 04:45 PM 3 0 3 0 0 0 0 0 0 3 Total Volume 9 0 9 0 5 5 0 0 0 14 %App.Total 100 0 0 100 0 0 PHF .750 .000 .750 .000 .417 .417 .000 .000 .000 .583 Osgood St Out In Total 05 9F 14 0 9 Ri ht Thru Peak Hour Data -FU 0 0 North O J� o Peak Hour Begins at 04:00 PM o� ) Tractor Trialer 0 � o O I Left Thru 0 5 0 5 14 Out In Total n-qnnnd St Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM +0 mins. 3 0 3 0 3 3 0 0 0 +15 mins. 2 0 2 0 1 1 0 0 0 +30 mins. 1 0 1 0 1 1 0 0 0 +45 mins. 3 0 3 0 0 0 0 0 0 Total Volume 9 0 9 0 5 5 0 0 0 %App.Total 100 0 0 100 0 0 PHF .750 .000 .750 .000 .417 .417 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:04:00 PM 0 0 9 Ri ht Thru 4-7 Peak Hour Data 0 4 0 North J o ° Tractor Trialer �2 0� U)n c Left Thru 0 5 5 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Buses Osgood St Osgood St South Drwy 1 From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 2 0 0 7 0 0 9 04:15 PM 0 1 0 14 0 0 15 04:30 PM 1 0 0 4 0 0 5 04:45 PM 0 0 0 0 0 0 0 Total 3 1 0 25 0 0 29 05:00 PM 0 0 0 0 0 0 0 05:15 PM 0 1 0 1 0 0 2 05:30 PM 0 0 0 2 0 0 2 05:45 PM 0 0 0 0 0 0 0 Total 0 1 0 3 0 0 4 06:00 PM 1 0 0 1 0 0 2 06:15 PM 0 1 0 2 0 0 3 06:30 PM 0 0 0 0 0 0 0 06:45 PM 0 0 0 1 0 0 1 Total 1 1 0 4 0 0 6 Grand Total 4 3 0 32 0 0 39 Apprch% 57.1 42.9 0 100 0 0 Total% 10.3 7.7 0 82.1 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St South Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 2 0 2 0 7 7 0 0 0 9 04:15 PM 0 1 1 0 14 14 0 0 0 15 04:30 PM 1 0 1 0 4 4 0 0 0 5 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 3 1 4 0 25 25 0 0 0 29 %App.Total 75 25 0 100 0 0 PHF .375 .250 .500 .000 .446 .446 .000 .000 .000 .483 Osgood St Out In Total 25 4F 29 1 3 Ri ht Thru Peak Hour Data o North O ) o Peak Hour Begins at 04:00 PM o� o Buses O I Left Thru 0 25 0 25 28 Out In Total n-qnnnd St Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM +0 mins. 2 0 2 0 7 7 0 0 0 +15 mins. 0 1 1 0 14 14 0 0 0 +30 mins. 1 0 1 0 4 4 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 3 1 4 0 25 25 0 0 0 %App.Total 75 25 0 100 0 0 PHF .375 .250 .500 .000 .446 .446 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:04:00 PM 1 3 ROM Thru 4-7 Peak Hour Data 0 4 0 North J o ° Buses �2 0� U)n c Left Thru 0 25 25 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Bikes Peds Osgood St Osgood St South Drwy 1 From North From South From West Start Time Thru Right Peds Left Thru Peds Left Right Peds Exclu.Total Inclu.Total Int.Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 Apprch% 0 0 0 0 0 0 Total% 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Osgood St South Drwy 1 From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Osgood St Out In Total F 0 0 0 0 0 Ri ht Thru Peak Hour Data -FU 0 0 North C o J� o Peak Hour Begins at 04:00 PM o� ) Bikes Peds 0 � o O I Left Thru 0 0 0 0 0 Out In Total n-,nnnd St Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street:South Driveway 1 Site Code :27010006 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St In-Peak Hour:04:00 PM 0 0 0 Ri ht Thru 4-7 Peak Hour Data 0 4 0 North J o ° Bikes Peds �2 0� U)n c Left Thru 0 0 0 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars-Trucks-Buses-Tractor Trailer Osgood St Drwy Osgood St South Drwy 2 From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 06:00 AM 1 113 3 2 0 0 3 27 1 4 0 0 154 06:15 AM 1 150 7 0 1 0 1 57 1 3 0 1 222 06:30 AM 2 206 14 0 0 3 4 57 1 4 0 9 300 06:45 AM 1 220 11 0 2 1 9 66 2 3 1 3 319 Total 5 689 35 2 3 4 17 207 5 14 1 13 995 07:00 AM 0 258 13 2 0 0 10 72 2 5 0 1 363 07:15 AM 5 315 10 6 0 1 11 72 0 2 1 2 425 07:30 AM 6 458 5 4 2 1 12 89 1 1 0 2 581 07:45 AM 0 347 6 2 0 1 9 96 3 2 0 3 469 Total 11 1378 34 14 2 3 42 329 6 10 1 8 1838 08:00 AM 2 367 6 0 0 3 9 100 2 1 0 5 495 08:15 AM 4 382 5 5 0 2 6 69 3 3 0 1 480 08:30 AM 1 272 6 1 1 3 7 98 2 4 1 3 399 08:45 AM 1 179 8 2 1 1 8 104 1 2 0 4 311 Total 8 1200 25 8 2 9 30 371 8 10 1 13 1685 Grand Total 24 3267 94 24 7 16 89 907 19 34 3 34 4518 Apprch% 0.7 96.5 2.8 51.1 14.9 34 8.8 89.4 1.9 47.9 4.2 47.9 Total% 0.5 72.3 2.1 0.5 0.2 0.4 2 20.1 0.4 0.8 0.1 0.8 Cars 23 3136 83 23 7 15 79 805 19 18 3 17 4228 %Cars 95.8 96 88.3 95.8 100 93.8 88.8 88.8 100 52.9 100 50 93.6 Trucks 1 70 1 0 0 1 4 46 0 0 0 4 127 %Trucks 4.2 2.1 1.1 0 0 6.2 4.5 5.1 0 0 0 11.8 2.8 Buses 0 26 6 1 0 0 4 23 0 8 0 10 78 % Buses 0 0.8 6.4 4.2 0 0 4.5 2.5 0 23.5 0 29.4 1.7 Tractor Trailer 0 35 4 0 0 0 2 33 0 8 0 3 85 %Tractor Trailer 0 1.1 4.3 0 0 0 2.2 3.6 0 23.5 0 8.8 1.9 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Drwy Osgood St South Drwy 2 From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 6 458 5 469 4 2 1 7 12 89 1 102 1 0 2 3 581 07:45 AM 0 347 6 353 2 0 1 3 9 96 3 108 2 0 3 5 469 08:00 AM 2 367 6 375 0 0 3 3 9 100 2 111 1 0 5 6 495 08:15 AM 4 382 5 391 5 0 2 7 6 69 3 78 3 0 1 4 480 Total Volume 12 1554 22 1588 11 2 7 20 36 354 9 399 7 0 11 18 2025 %App.Total 0.8 97.9 1.4 55 10 35 9 88.7 2.3 38.9 0 61.1 P H F .500 .848 .917 .846 .550 .250 .583 .714 .750 .885 .750 .899 .583 .000 .550 .750 .871 Cars 12 1505 21 1538 10 2 7 19 34 333 9 376 5 0 7 12 1945 %Cars 100 96.8 95.5 96.9 90.9 100 100 95.0 94.4 94.1 100 94.2 71.4 0 63.6 66.7 96.0 Trucks 0 37 0 37 0 0 0 0 1 13 0 14 0 0 2 2 53 %Trucks 0 2.4 0 2.3 0 0 0 0 2.8 3.7 0 3.5 0 0 18.2 11.1 2.6 Buses 0 3 0 3 1 0 0 1 0 1 0 1 0 0 1 1 6 %Buses 0 0.2 0 0.2 9.1 0 0 5.0 0 0.3 0 0.3 0 0 9.1 5.6 0.3 Tractor Trailer 0 9 1 10 0 0 0 0 1 7 0 8 2 0 1 3 21 %Tractor Trailer 0 0.6 4.5 0.6 0 0 0 0 2.8 2.0 0 2.0 28.6 0 9.1 16.7 1.0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 345 1538 1883 13 37 50 1 3 4 9 10 19 368 1588 1956 21 1505 12 0 37 0 0 3 0 1 9 0 22 1554 12 Ri ht Thru Left Peak Hour Data —M CO—Ln oo c5 co ti Lr)OON1- (D cam' �OOO� J >, N N co co Peak Hour Begins at 07:30 A v 0 0 0-4 00000 Cars ~ Trucks NOOON OO—oco O tiN�Tr} Buses r- ONO rL r- O 0 Tractor Trailer �� �o o0 0 �0-00— Left Thru Right 34 333 9 1 13 0 0 1 0 1 7 0 36 354 9 1522 376 F 1898 39 14 53 5 1 6 10 8 18 1576 399 1975 Out In Total 0sannd St Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:15 AM 08:00 AM 06:30 AM +0 mins. 6 458 5 469 6 0 1 7 9 100 2 111 4 0 9 13 +15 mins. 0 347 6 353 4 2 1 7 6 69 3 78 3 1 3 7 +30 mins. 2 367 6 375 2 0 1 3 7 98 2 107 5 0 1 6 +45 mins. 4 382 5 391 0 0 3 3 8 104 1 113 2 1 2 5 Total Volume 12 1554 22 1588 12 2 6 20 30 371 8 409 14 2 15 31 %App.Total 0.8 97.9 1.4 60 10 30 7.3 90.7 2 45.2 6.5 48.4 P H F .500 .848 .917 .846 .500 .250 .500 .714 .833 .892 .667 .905 .700 .500 .417 .596 Accurate Counts 978-664-2565 Cars 12 1505 21 1538 11 2 6 19 26 328 8 362 8 2 4 14 %Cars 100 96.8 95.5 96.9 91.7 100 100 95 86.7 88.4 100 88.5 57.1 100 26.7 45.2 Trucks 0 37 0 37 0 0 0 0 1 16 0 17 0 0 2 2 %Trucks 0 2.4 0 2.3 0 0 0 0 3.3 4.3 0 4.2 0 0 13.3 6.5 Buses 0 3 0 3 1 0 0 1 3 19 0 22 5 0 8 13 % Buses 0 0.2 0 0.2 8.3 0 0 5 10 5.1 0 5.4 35.7 0 53.3 41.9 Tractor Trailer 0 9 1 10 0 0 0 0 0 8 0 8 1 0 1 2 %Tractor Trailer 0 0.6 4.5 0.6 0 0 0 0 0 2.2 0 2 7.1 0 6.7 6.5 Osgood St In-Peak Hour:07:30 AM 1538 37 3 10 1588 21 1505 12 0 37 0 0 3 0 1 9 0 22 1554 12 RI ON Thru Left Peak Hour Data Q o CO C) } >,o J Cars o�000a� N M N �� M NOOON Trucks = L o _ � Buses �� C ~ Tractor Trailer NOOON C)CD C)(0 CD U1 M C) C) D Left Thru Right 26 328 8 1 16 0 3 19 0 0 8 0 30 371 8 362 17 22 8 409 In-Peak Hour:08:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars Osgood St Drwy Osgood St South Drwy 2 From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 06:00 AM 1 99 3 2 0 0 1 23 1 1 0 0 131 06:15 AM 0 132 6 0 1 0 1 40 1 0 0 1 182 06:30 AM 2 194 9 0 0 2 3 51 1 3 0 1 266 06:45 AM 1 216 11 0 2 1 9 61 2 2 1 0 306 Total 4 641 29 2 3 3 14 175 5 6 1 2 885 07:00 AM 0 244 11 2 0 0 10 64 2 2 0 1 336 07:15 AM 5 311 10 6 0 1 10 66 0 1 1 2 413 07:30 AM 6 442 5 4 2 1 11 81 1 0 0 0 553 07:45 AM 0 341 5 1 0 1 8 91 3 2 0 2 454 Total 11 1338 31 13 2 3 39 302 6 5 1 5 1756 08:00 AM 2 362 6 0 0 3 9 94 2 1 0 4 483 08:15 AM 4 360 5 5 0 2 6 67 3 2 0 1 455 08:30 AM 1 265 6 1 1 3 6 86 2 2 1 2 376 08:45 AM 1 170 6 2 1 1 5 81 1 2 0 3 273 Total 8 1157 23 8 2 9 26 328 8 7 1 10 1587 Grand Total 23 3136 83 23 7 15 79 805 19 18 3 17 4228 Apprch% 0.7 96.7 2.6 51.1 15.6 33.3 8.7 89.1 2.1 47.4 7.9 44.7 Total% 0.5 74.2 2 0.5 0.2 0.4 1.9 19 0.4 0.4 0.1 0.4 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Drwy Osgood St South Drwy 2 From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 6 442 5 453 4 2 1 7 11 81 1 93 0 0 0 0 553 07:45 AM 0 341 5 346 1 0 1 2 8 91 3 102 2 0 2 4 454 08:00 AM 2 362 6 370 0 0 3 3 9 94 2 105 1 0 4 5 483 08:15 AM 4 360 5 369 5 0 2 7 6 67 3 76 2 0 1 3 455 Total Volume 12 1505 21 1538 10 2 7 19 34 333 9 376 5 0 7 12 1945 %App.Total 0.8 97.9 1.4 52.6 10.5 36.8 9 88.6 2.4 41.7 0 58.3 PHF .500 .851 .875 .849 .500 .250 .583 .679 .773 .886 .750 .895 .625 .000 .438 .600 .879 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 345 1538 1883 21 Ll505 12 Ri ht Thru Left L* Peak Hour Data 7� L o N ) North O i Peak Hour Begins at 07:30 A 0 Cars p� ��0 0 �v o— I Left Thru Right 34 333 9 1522 3 1898 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 06:45 AM 07:45 AM 08:00 AM +0 mins. 6 442 5 453 0 2 1 3 8 91 3 102 1 0 4 5 +15 mins. 0 341 5 346 2 0 0 2 g 94 2 105 2 0 1 3 +30 mins. 2 362 6 370 6 0 1 7 6 67 3 76 2 1 2 5 +45 mins. 4 360 5 369 4 2 1 7 6 86 2 94 2 0 3 5 Total Volume 12 1505 21 1538 12 4 3 19 29 338 10 377 7 1 10 18 %App.Total 0.8 97.9 1.4 63.2 21.1 15.8 7.7 89.7 2.7 38.9 5.6 55.6 PHF .500 .851 .875 .849 .500 .500 .750 .679 .806 .899 .833 .898 .875 .250 .625 .900 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:07:30 AM 1538 21 1505 12 Ri ht Thru Left Peak Hour Data 0 0 N North �C) '�w 0 0 �� Cars o �� ~ coo cn � 0� r '�ry D c � I Left Thru Right 29 338 10 377 In-Peak Hour:07:45 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Trucks Osgood St Drwy Osgood St South Drwy 2 From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 06:00 AM 0 6 0 0 0 0 1 1 0 0 0 0 8 06:15 AM 1 4 0 0 0 0 0 8 0 0 0 0 13 06:30 AM 0 4 1 0 0 1 0 3 0 0 0 2 11 06:45 AM 0 1 0 0 0 0 0 1 0 0 0 0 2 Total 1 15 1 0 0 1 1 13 0 0 0 2 34 07:00 AM 0 9 0 0 0 0 0 5 0 0 0 0 14 07:15 AM 0 4 0 0 0 0 1 3 0 0 0 0 8 07:30 AM 0 14 0 0 0 0 0 6 0 0 0 1 21 07:45 AM 0 2 0 0 0 0 1 3 0 0 0 0 6 Total 0 29 0 0 0 0 2 17 0 0 0 1 49 08:00 AM 0 4 0 0 0 0 0 4 0 0 0 1 9 08:15 AM 0 17 0 0 0 0 0 0 0 0 0 0 17 08:30 AM 0 3 0 0 0 0 0 6 0 0 0 0 9 08:45 AM 0 2 0 0 0 0 1 6 0 0 0 0 9 Total 0 26 0 0 0 0 1 16 0 0 0 1 44 Grand Total 1 70 1 0 0 1 4 46 0 0 0 4 127 Apprch% 1.4 97.2 1.4 0 0 100 8 92 0 0 0 100 Total% 0.8 55.1 0.8 0 0 0.8 3.1 36.2 0 0 0 3.1 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Drwy Osgood St South Drwy 2 From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 14 0 14 0 0 0 0 0 6 0 6 0 0 1 1 21 07:45 AM 0 2 0 2 0 0 0 0 1 3 0 4 0 0 0 0 6 08:00 AM 0 4 0 4 0 0 0 0 0 4 0 4 0 0 1 1 9 08:15 AM 0 17 0 17 0 0 0 0 0 0 0 0 0 0 0 0 17 Total Volume 0 37 0 37 0 0 0 0 1 13 0 14 0 0 2 2 53 %App.Total 0 100 0 0 0 0 7.1 92.9 0 0 0 100 P H F .000 .544 .000 .544 .000 .000 .000 .000 .250 .542 .000 .583 .000 .000 .500 .500 .631 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 13 37F 50 oL 37 0 Ri ht Thru Left L* Peak Hour Data -� 0 0 O N J North o -o N o � Peak Hour Begins at 07:30 A o o `� ° N Trucks CD O o o v o— I Left Thru Right 1 13 0 39 14 53 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 06:00 AM 07:00 AM 06:00 AM +0 mins. 0 14 0 14 0 0 0 0 0 5 0 5 0 0 0 0 +15 mins. 0 2 0 2 0 0 0 0 1 3 0 4 0 0 0 0 +30 mins. 0 4 0 4 0 0 1 1 0 6 0 6 0 0 2 2 +45 mins. 0 17 0 17 0 0 0 0 1 3 0 4 0 0 0 0 Total Volume 0 37 0 37 0 0 1 1 2 17 0 19 0 0 2 2 %App.Total 0 100 0 0 0 100 10.5 89.5 0 0 0 100 P H F .000 .544 .000 .544 .000 .000 .250 .250 .500 .708 .000 .792 .000 .000 .250 .250 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:07:30 AM 37 0 37 0 Ri ht Thru Left Peak Hour Data Q p 0 0 N North v o ° ° Trucks o �o C�a N O D I Left Thru Right 2 17 0 19 In-Peak Hour:07:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Tractor Trailer Osgood St Drwy Osgood St South Drwy 2 From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 06:00 AM 0 7 0 0 0 0 0 3 0 3 0 0 13 06:15 AM 0 3 0 0 0 0 0 8 0 2 0 0 13 06:30 AM 0 1 1 0 0 0 1 2 0 0 0 0 5 06:45 AM 0 0 0 0 0 0 0 4 0 0 0 1 5 Total 0 11 1 0 0 0 1 17 0 5 0 1 36 07:00 AM 0 5 0 0 0 0 0 3 0 1 0 0 9 07:15 AM 0 0 0 0 0 0 0 2 0 0 0 0 2 07:30 AM 0 2 0 0 0 0 1 1 0 1 0 0 5 07:45 AM 0 1 1 0 0 0 0 2 0 0 0 1 5 Total 0 8 1 0 0 0 1 8 0 2 0 1 21 08:00 AM 0 1 0 0 0 0 0 2 0 0 0 0 3 08:15 AM 0 5 0 0 0 0 0 2 0 1 0 0 8 08:30 AM 0 4 0 0 0 0 0 1 0 0 0 1 6 08:45 AM 0 6 2 0 0 0 0 3 0 0 0 0 11 Total 0 16 2 0 0 0 0 8 0 1 0 1 28 Grand Total 0 35 4 0 0 0 2 33 0 8 0 3 85 Apprch% 0 89.7 10.3 0 0 0 5.7 94.3 0 72.7 0 27.3 Total% 0 41.2 4.7 0 0 0 2.4 38.8 0 9.4 0 3.5 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Drwy Osgood St South Drwy 2 From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM 0 7 0 7 0 0 0 0 0 3 0 3 3 0 0 3 13 06:15 AM 0 3 0 3 0 0 0 0 0 g 0 g 2 0 0 2 13 06:30 AM 0 1 1 2 0 0 0 0 1 2 0 3 0 0 0 0 5 06:45 AM 0 0 0 0 0 0 0 0 0 4 0 4 0 0 1 1 5 Total Volume 0 11 1 12 0 0 0 0 1 17 0 18 5 0 1 6 36 %App.Total 0 91.7 8.3 0 0 0 5.6 94.4 0 83.3 0 16.7 PHF .000 .393 .250 .429 .000 .000 .000 .000 .250 .531 .000 .563 .417 .000 .250 .500 .692 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 22 12F 34 1L 11 0 Ri ht Thru Left L* Peak Hour Data -00 o � o N ) North o -o CO o � Peak Hour Begins at 06:00 A o o `� Tractor Trailer O o o v o— I Left Thru Right 1 17 0 12 18 30 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 06:00 AM 06:00 AM 06:00 AM +0 mins. 0 1 0 1 0 0 0 0 0 3 0 3 3 0 0 3 +15 mins. 0 5 0 5 0 0 0 0 0 8 0 g 2 0 0 2 +30 mins. 0 4 0 4 0 0 0 0 1 2 0 3 0 0 0 0 +45 mins. 0 6 2 g 0 0 0 0 0 4 0 4 0 0 1 1 Total Volume 0 16 2 18 0 0 0 0 1 17 0 18 5 0 1 6 %App.Total 0 88.9 11.1 0 0 0 5.6 94.4 0 83.3 0 16.7 PHF .000 .667 .250 .563 .000 .000 .000 .000 .250 .531 .000 .563 .417 .000 .250 .500 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:08:00 AM 18 2 16 0 Ri ht Thru Left Peak Hour Data L 0 0 N -j North v �0 � ° � ° Tractor Trailer o oo� m rn o D I Left Thru Right 1 17 0 18 In-Peak Hour:06:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Buses Osgood St Drwy Osgood St South Drwy 2 From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 06:00 AM 0 1 0 0 0 0 1 0 0 0 0 0 2 06:15 AM 0 11 1 0 0 0 0 1 0 1 0 0 14 06:30 AM 0 7 3 0 0 0 0 1 0 1 0 6 18 06:45 AM 0 3 0 0 0 0 0 0 0 1 0 2 6 Total 0 22 4 0 0 0 1 2 0 3 0 8 40 07:00 AM 0 0 2 0 0 0 0 0 0 2 0 0 4 07:15 AM 0 0 0 0 0 0 0 1 0 1 0 0 2 07:30 AM 0 0 0 0 0 0 0 1 0 0 0 1 2 07:45 AM 0 3 0 1 0 0 0 0 0 0 0 0 4 Total 0 3 2 1 0 0 0 2 0 3 0 1 12 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 1 5 0 2 0 0 8 08:45 AM 0 1 0 0 0 0 2 14 0 0 0 1 18 Total 0 1 0 0 0 0 3 19 0 2 0 1 26 Grand Total 0 26 6 1 0 0 4 23 0 8 0 10 78 Apprch% 0 81.2 18.8 100 0 0 14.8 85.2 0 44.4 0 55.6 Total% 0 33.3 7.7 1.3 0 0 5.1 29.5 0 10.3 0 12.8 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Drwy Osgood St South Drwy 2 From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:15 AM 06:15 AM 0 11 1 12 0 0 0 0 0 1 0 1 1 0 0 1 14 06:30 AM 0 7 3 10 0 0 0 0 0 1 0 1 1 0 6 7 18 06:45 AM 0 3 0 3 0 0 0 0 0 0 0 0 1 0 2 3 6 07:00 AM 0 0 2 2 0 0 0 0 0 0 0 0 2 0 0 2 4 Total Volume 0 21 6 27 0 0 0 0 0 2 0 2 5 0 8 13 42 %App.Total 0 77.8 22.2 0 0 0 0 100 0 38.5 0 61.5 PHF .000 .477 .500 .563 .000 .000 .000 .000 .000 .500 .000 .500 .625 .000 .333 .464 .583 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 77 27F 34 6L 21 0 Ri ht Thru Left L* Peak Hour Data 7� o � o N ) North o -o M V- o -1 Peak Hour Begins at 06:15 A o o `� 0 Buses O o o v o— I Left Thru Right 0 2 0 29 2 31 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:15 AM 07:00 AM 08:00 AM 06:15 AM +0 mins. 0 11 1 12 0 0 0 0 0 0 0 0 1 0 0 1 +15 mins. 0 7 3 10 0 0 0 0 0 0 0 0 1 0 6 7 +30 mins. 0 3 0 3 0 0 0 0 1 5 0 6 1 0 2 3 +45 mins. 0 0 2 2 1 0 0 1 2 14 0 16 2 0 0 2 Total Volume 0 21 6 27 1 0 0 1 3 19 0 22 5 0 8 13 %App.Total 0 77.8 22.2 100 0 0 13.6 86.4 0 38.5 0 61.5 PHF .000 .477 .500 .563 .250 .000 .000 .250 .375 .339 .000 .344 .625 .000 .333 .464 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:06:15 AM 27 6 21 0 Ri ht Thru Left Peak Hour Data L LO �o -j North CD �o � o � ° ° Buses o �o (n a o 1 D Left Thru Right 3 19 0 22 In-Peak Hour:08:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Bikes Peds Osgood St Drwy Osgood St South Drwy 2 From North From East From South From West Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peas Left Thru L Right Peds Exclu.Total Inclu.Total Int.Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Apprch% 0 0 0 0 0 0 0 0 0 0 0 0 Total% 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Drwy Osgood St South Drwy 2 From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 0 0 0 oL 0 0 Ri ht Thru Left L* Peak Hour Data -O o O O N J North O A O O Peak Hour Begins at 06:00 A Bikes Peds � o O o ,{ v o— I Left Thru Right 0 0 0 DO 0 DO Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:00 AM 06:00 AM 06:00 AM 06:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 0 0 0 0 0 0 PH F .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:06:00 AM DO 0 0 0 Ri ht Thru Left Peak Hour Data Q p 0 0 N North v 0 p � � ° � ° Bikes Peds o oo� o D I Left Thru Right 0 0 0 0 In-Peak Hour:06:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars-Trucks-Buses-Tractor Trailer Osgood St Drwy Osgood St South Drwy 2 From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 04:00 PM 2 125 4 3 0 6 2 260 7 13 0 2 424 04:15 PM 2 131 4 1 0 5 5 273 5 4 0 2 432 04:30 PM 3 159 2 3 0 4 1 288 2 12 0 6 480 04:45 PM 2 120 4 4 0 5 6 313 7 14 2 13 490 Total 9 535 14 11 0 20 14 1134 21 43 2 23 1826 05:00 PM 2 145 8 2 0 7 6 350 7 15 1 17 560 05:15 PM 2 113 5 2 0 11 6 308 10 10 0 10 477 05:30 PM 0 106 4 2 0 7 5 320 6 6 0 7 463 05:45 PM 1 100 1 2 1 3 4 309 5 9 0 3 438 Total 5 464 18 8 1 28 21 1287 28 40 1 37 1938 06:00 PM 1 82 4 4 0 0 6 249 0 3 0 1 350 06:15 PM 3 87 1 1 0 4 3 229 5 4 0 5 342 06:30 PM 0 61 1 2 0 2 1 190 2 1 0 6 266 06:45 PM 1 55 1 1 0 0 3 166 0 6 1 14 248 Total 5 285 7 8 0 6 13 834 7 14 1 26 1206 Grand Total 19 1284 39 27 1 54 48 3255 56 97 4 86 4970 Apprch% 1.4 95.7 2.9 32.9 1.2 65.9 1.4 96.9 1.7 51.9 2.1 46 Total% 0.4 25.8 0.8 0.5 0 1.1 1 65.5 1.1 2 0.1 1.7 Cars 19 1261 26 27 1 54 43 3200 56 82 4 84 4857 %Cars 100 98.2 66.7 100 100 100 89.6 98.3 100 84.5 100 97.7 97.7 Trucks 0 13 2 0 0 0 1 24 0 0 0 1 41 %Trucks 0 1 5.1 0 0 0 2.1 0.7 0 0 0 1.2 0.8 Buses 0 2 2 0 0 0 1 25 0 7 0 0 37 % Buses 0 0.2 5.1 0 0 0 2.1 0.8 0 7.2 0 0 0.7 Tractor Trailer 0 8 9 0 0 0 3 6 0 8 0 1 35 %Tractor Trailer 0 0.6 23.1 0 0 0 6.2 0.2 0 8.2 0 1.2 0.7 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Drwy Osgood St South Drwy 2 From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 3 159 2 164 3 0 4 7 1 288 2 291 12 0 6 18 480 04:45 PM 2 120 4 126 4 0 5 9 6 313 7 326 14 2 13 29 490 05:00 PM 2 145 g 155 2 0 7 9 6 350 7 363 15 1 17 33 560 05:15 PM 2 113 5 120 2 0 11 13 6 308 10 324 10 0 10 20 477 Total Volume 9 537 19 565 11 0 27 38 19 1259 26 1304 51 3 46 100 2007 %App.Total 1.6 95 3.4 28.9 0 71.1 1.5 96.5 2 51 3 46 PHF .750 .844 .594 .861 .688 .000 .614 .731 .792 .899 .650 .898 .850 .375 .676 .758 .896 Cars 9 528 13 550 11 0 27 38 17 1242 26 1285 48 3 45 96 1969 %Cars 100 98.3 68.4 97.3 100 0 100 100 89.5 98.6 100 98.5 94.1 100 97.8 96.0 98.1 Trucks 0 4 2 6 0 0 0 0 0 12 0 12 0 0 0 0 18 %Trucks 0 0.7 10.5 1.1 0 0 0 0 0 1.0 0 0.9 0 0 0 0 0.9 Buses 0 0 1 1 0 0 0 0 0 3 0 3 2 0 0 2 6 %Buses 0 0 5.3 0.2 0 0 0 0 0 0.2 0 0.2 3.9 0 0 2.0 0.3 Tractor Trailer 0 5 3 8 0 0 0 0 2 2 0 4 1 0 1 2 14 %Tractor Trailer 0 0.9 15.8 1.4 0 0 0 0 10.5 0.2 0 0.3 2.0 0 2.2 2.0 0.7 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 1317 550 1867 12 6 18 5 1 6 3 8 11 1337 565 1902 13 528 9 2 4 0 1 0 0 3 5 0 19 537 9 Ri ht Thru Left Peak Hour Data -co N M 1�00 (5 N M o O 00 0 CN N (Q co 0 0 0 00 COONNO Peak Hour Begins at 04:30 P --40 0 0� �00 O MOOOM Cars ~ Trucks 00000 co000co ° U')0 0 (.0 Buses O coM Tractor Trailer �� �000� o -4 -4v M00C)M Left Thru Right 17 1242 26 0 12 0 0 3 0 2 2 0 19 1259 26 584 1285 F 1869 4 12 16 0 3 3 6 4 10 594 1304 1898 Out In Total 0sannd St Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:45 PM 04:45 PM 04:30 PM +0 mins. 2 131 4 137 4 0 5 9 6 313 7 326 12 0 6 18 +15 mins. 3 159 2 164 2 0 7 9 6 350 7 363 14 2 13 29 +30 mins. 2 120 4 126 2 0 11 13 6 308 10 324 15 1 17 33 +45 mins. 2 145 g 155 2 0 7 9 5 320 6 331 10 0 10 20 Total Volume 9 555 18 582 10 0 30 40 23 1291 30 1344 51 3 46 100 %App.Total 1.5 95.4 3.1 25 0 75 1.7 96.1 2.2 51 3 46 PHF .750 .873 .563 .887 .625 .000 .682 .769 .958 .922 .750 .926 .850 .375 .676 .758 Accurate Counts 978-664-2565 Cars 9 544 12 565 10 0 30 40 20 1279 30 1329 48 3 45 96 %Cars 100 98 66.7 97.1 100 0 100 100 87 99.1 100 98.9 94.1 100 97.8 96 Trucks 0 6 2 8 0 0 0 0 1 9 0 10 0 0 0 0 %Trucks 0 1.1 11.1 1.4 0 0 0 0 4.3 0.7 0 0.7 0 0 0 0 Buses 0 0 1 1 0 0 0 0 0 2 0 2 2 0 0 2 % Buses 0 0 5.6 0.2 0 0 0 0 0 0.2 0 0.1 3.9 0 0 2 Tractor Trailer 0 5 3 8 0 0 0 0 2 1 0 3 1 0 1 2 %Tractor Trailer 0 0.9 16.7 1.4 0 0 0 0 8.7 0.1 0 0.2 2 0 2.2 2 Osgood St In-Peak Hour:04:15 PM 565 8 1 8 582 12 544 9 2 6 0 1 0 0 3 5 0 18 555 9 RI ON Thru Left Peak Hour Data co o N-- m o � >,o J Cars 00000 v co0NNO 7- �rn o m000m Trucks ZE o p _ �� Buses �� C ~ Tractor Trailer o0000 00CDC)CD cM CD n W LOoo CO� r m can o0000 � Left Thru Right 20 1279 30 1 9 0 0 2 0 2 1 0 23 1291 30 1329 10 2 3 1344 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars Osgood St Drwy Osgood St South Drwy 2 From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 04:00 PM 2 118 2 3 0 6 1 248 7 8 0 2 397 04:15 PM 2 127 3 1 0 5 5 256 5 3 0 2 409 04:30 PM 3 157 1 3 0 4 1 280 2 11 0 6 468 04:45 PM 2 117 3 4 0 5 5 309 7 14 2 13 481 Total 9 519 9 11 0 20 12 1093 21 36 2 23 1755 05:00 PM 2 143 5 2 0 7 5 347 7 14 1 16 549 05:15 PM 2 111 4 2 0 11 6 306 10 9 0 10 471 05:30 PM 0 106 4 2 0 7 4 317 6 5 0 6 457 05:45 PM 1 99 0 2 1 3 3 309 5 8 0 3 434 Total 5 459 13 8 1 28 18 1279 28 36 1 35 1911 06:00 PM 1 81 2 4 0 0 6 247 0 3 0 1 345 06:15 PM 3 87 1 1 0 4 3 227 5 1 0 5 337 06:30 PM 0 61 0 2 0 2 1 189 2 1 0 6 264 06:45 PM 1 54 1 1 0 0 3 165 0 5 1 14 245 Total 5 283 4 8 0 6 13 828 7 10 1 26 1191 Grand Total 19 1261 26 27 1 54 43 3200 56 82 4 84 4857 Apprch% 1.5 96.6 2 32.9 1.2 65.9 1.3 97 1.7 48.2 2.4 49.4 Total% 0.4 26 0.5 0.6 0 1.1 0.9 65.9 1.2 1.7 0.1 1.7 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Drwy Osgood St South Drwy 2 From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 3 157 1 161 3 0 4 7 1 280 2 283 11 0 6 17 468 04:45 PM 2 117 3 122 4 0 5 9 5 309 7 321 14 2 13 29 481 05:00 PM 2 143 5 150 2 0 7 9 5 347 7 359 14 1 16 31 549 05:15 PM 2 111 4 117 2 0 11 13 6 306 10 322 9 0 10 19 471 Total Volume 9 528 13 550 11 0 27 38 17 1242 26 1285 48 3 45 96 1969 %App.Total 1.6 96 2.4 28.9 0 71.1 1.3 96.7 2 50 3.1 46.9 P H F .750 .841 .650 .854 .688 .000 .614 .731 .708 .895 .650 .895 .857 .375 .703 .774 .897 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 1317 550 1867 13L 528 9 Ri ht Thru Left L* Peak Hour Data (5 N o- O co N J North 3 1(800 Cfl Peak Hour Begins at 04:30 P O pWp `G ° LO Cars pE °,, -4 W TT V+ Left Thru Right 17 1242 26 L1285 F1869 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:45 PM 04:45 PM 04:30 PM +0 mins. 2 127 3 132 4 0 5 9 5 309 7 321 11 0 6 17 +15 mins. 3 157 1 161 2 0 7 9 5 347 7 359 14 2 13 29 +30 mins. 2 117 3 122 2 0 11 13 6 306 10 322 14 1 16 31 +45 mins. 2 143 5 150 2 0 7 9 4 317 6 327 9 0 10 19 Total Volume 9 544 12 565 10 0 30 40 20 1279 30 1329 48 3 45 96 %App.Total 1.6 96.3 2.1 25 0 75 1.5 96.2 2.3 50 3.1 46.9 PHF .750 .866 .600 .877 .625 .000 .682 .769 .833 .921 .750 .925 .857 .375 .703 .774 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:04:15 PM 565 12 544 9 Ri ht Thru Left Peak Hour Data 00 O N -j North w CD v �C) M i O Cars ° o ooLO I Left Thru Right 20 1279 30 1329 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Trucks Osgood St Drwy Osgood St South Drwy 2 From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 04:00 PM 0 4 0 0 0 0 0 7 0 0 0 0 11 04:15 PM 0 3 0 0 0 0 0 3 0 0 0 0 6 04:30 PM 0 1 0 0 0 0 0 4 0 0 0 0 5 04:45 PM 0 1 0 0 0 0 0 4 0 0 0 0 5 Total 0 9 0 0 0 0 0 18 0 0 0 0 27 05:00 PM 0 1 2 0 0 0 0 3 0 0 0 0 6 05:15 PM 0 1 0 0 0 0 0 1 0 0 0 0 2 05:30 PM 0 0 0 0 0 0 1 1 0 0 0 1 3 05:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 Total 0 3 2 0 0 0 1 5 0 0 0 1 12 06:00 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 Total 0 1 0 0 0 0 0 1 0 0 0 0 2 Grand Total 0 13 2 0 0 0 1 24 0 0 0 1 41 Apprch% 0 86.7 13.3 0 0 0 4 96 0 0 0 100 Total% 0 31.7 4.9 0 0 0 2.4 58.5 0 0 0 2.4 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Drwy Osgood St South Drwy 2 From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 4 0 4 0 0 0 0 0 7 0 7 0 0 0 0 11 04:15 PM 0 3 0 3 0 0 0 0 0 3 0 3 0 0 0 0 6 04:30 PM 0 1 0 1 0 0 0 0 0 4 0 4 0 0 0 0 5 04:45 PM 0 1 0 1 0 0 0 0 0 4 0 4 0 0 0 0 5 Total Volume 0 9 0 9 0 0 0 0 0 18 0 18 0 0 0 0 27 %App.Total 0 100 0 0 0 0 0 100 0 0 0 0 P H F .000 .563 .000 .563 .000 .000 .000 .000 .000 .643 .000 .643 .000 .000 .000 .000 .614 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 18 H9F 27 oL 9 0 Ri ht Thru Left L* Peak Hour Data -O o O O N J North O -O O O -1 Peak Hour Begins at 04:00 P 0 o o Trucks O o o v O- I Left Thru Right 0 18 0 09 18 27 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:45 PM +0 mins. 0 4 0 4 0 0 0 0 0 7 0 7 0 0 0 0 +15 mins. 0 3 0 3 0 0 0 0 0 3 0 3 0 0 0 0 +30 mins. 0 1 0 1 0 0 0 0 0 4 0 4 0 0 0 0 +45 mins. 0 1 0 1 0 0 0 0 0 4 0 4 0 0 1 1 Total Volume 0 9 0 9 0 0 0 0 0 18 0 18 0 0 1 1 %App.Total 0 100 0 0 0 0 0 100 0 0 0 100 PHF .000 .563 .000 .563 .000 .000 .000 .000 .000 .643 .000 .643 .000 .000 .250 .250 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:04:00 PM 09 0 9 0 Ri ht Thru Left Peak Hour Data LO �o -j North OCD � ° � ° Trucks o oo� m o I Left Thru Right 0 18 0 18 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Tractor Trailer Osgood St Drwy Osgood St South Drwy 2 From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 04:00 PM 0 2 1 0 0 0 0 1 0 2 0 0 6 04:15 PM 0 1 1 0 0 0 0 1 0 0 0 0 3 04:30 PM 0 1 0 0 0 0 0 1 0 0 0 0 2 04:45 PM 0 2 1 0 0 0 1 0 0 0 0 0 4 Total 0 6 3 0 0 0 1 3 0 2 0 0 15 05:00 PM 0 1 1 0 0 0 1 0 0 1 0 1 5 05:15 PM 0 1 1 0 0 0 0 1 0 0 0 0 3 05:30 PM 0 0 0 0 0 0 0 0 0 1 0 0 1 05:45 PM 0 0 1 0 0 0 1 0 0 1 0 0 3 Total 0 2 3 0 0 0 2 1 0 3 0 1 12 06:00 PM 0 0 2 0 0 0 0 0 0 0 0 0 2 06:15 PM 0 0 0 0 0 0 0 1 0 2 0 0 3 06:30 PM 0 0 1 0 0 0 0 1 0 0 0 0 2 06:45 PM 0 0 0 0 0 0 0 0 0 1 0 0 1 Total 0 0 3 0 0 0 0 2 0 3 0 0 8 Grand Total 0 8 9 0 0 0 3 6 0 8 0 1 35 Apprch% 0 47.1 52.9 0 0 0 33.3 66.7 0 88.9 0 11.1 Total% 0 22.9 25.7 0 0 0 8.6 17.1 0 22.9 0 2.9 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Drwy Osgood St South Drwy 2 From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 2 1 3 0 0 0 0 0 1 0 1 2 0 0 2 6 04:15 PM 0 1 1 2 0 0 0 0 0 1 0 1 0 0 0 0 3 04:30 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 04:45 PM 0 2 1 3 0 0 0 0 1 0 0 1 0 0 0 0 4 Total Volume 0 6 3 9 0 0 0 0 1 3 0 4 2 0 0 2 15 %App.Total 0 66.7 33.3 0 0 0 25 75 0 100 0 0 PHF .000 .750 .750 .750 .000 .000 .000 .000 .250 .750 .000 1.00 .250 .000 .000 .250 .625 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 0 H9F 14 3L 6 0 Ri ht Thru Left L* Peak Hour Data 75 o N � O N J North o -o N o -1 Peak Hour Begins at 04:00 P o o `� o Tractor Trailer CD O o o v o— I Left Thru Right 1 3 0 © 4 10 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 05:00 PM +0 mins. 0 2 1 3 0 0 0 0 0 1 0 1 1 0 1 2 +15 mins. 0 1 1 2 0 0 0 0 0 1 0 1 0 0 0 0 +30 mins. 0 1 0 1 0 0 0 0 0 1 0 1 1 0 0 1 +45 mins. 0 2 1 3 0 0 0 0 1 0 0 1 1 0 0 1 Total Volume 0 6 3 9 0 0 0 0 1 3 0 4 3 0 1 4 %App.Total 0 66.7 33.3 0 0 0 25 75 0 75 0 25 PHF .000 .750 .750 .750 .000 .000 .000 .000 .250 .750 .000 1.000 .750 .000 .250 .500 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:04:00 PM 09 3 6 0 Ri ht Thru Left Peak Hour Data M N� North o v � ° � ° Tractor Trailer o oo`< m I Left Thru Right 1 3 0 4 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Buses Osgood St Drwy Osgood St South Drwy 2 From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 04:00 PM 0 1 1 0 0 0 1 4 0 3 0 0 10 04:15 PM 0 0 0 0 0 0 0 13 0 1 0 0 14 04:30 PM 0 0 1 0 0 0 0 3 0 1 0 0 5 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 1 2 0 0 0 1 20 0 5 0 0 29 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 1 0 0 1 05:30 PM 0 0 0 0 0 0 0 2 0 0 0 0 2 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 2 0 1 0 0 3 06:00 PM 0 1 0 0 0 0 0 1 0 0 0 0 2 06:15 PM 0 0 0 0 0 0 0 1 0 1 0 0 2 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 Total 0 1 0 0 0 0 0 3 0 1 0 0 5 Grand Total 0 2 2 0 0 0 1 25 0 7 0 0 37 Apprch% 0 50 50 0 0 0 3.8 96.2 0 100 0 0 Total% 0 5.4 5.4 0 0 0 2.7 67.6 0 18.9 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Drwy Osgood St South Drwy 2 From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 1 1 2 0 0 0 0 1 4 0 5 3 0 0 3 10 04:15 PM 0 0 0 0 0 0 0 0 0 13 0 13 1 0 0 1 14 04:30 PM 0 0 1 1 0 0 0 0 0 3 0 3 1 0 0 1 5 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 1 2 3 0 0 0 0 1 20 0 21 5 0 0 5 29 %App.Total 0 33.3 66.7 0 0 0 4.8 95.2 0 100 0 0 P H F .000 .250 .500 .375 .000 .000 .000 .000 .250 .385 .000 .404 .417 .000 .000 .417 .518 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 25 H3F 28 2L 1 0 Ri ht Thru Left L* Peak Hour Data -00 o � o N ) North o -o Lf� o -1 Peak Hour Begins at 04:00 P o o `� o Buses O o o v o— I Left Thru Right 1 20 0 0 L� 21 22 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 1 1 2 0 0 0 0 1 4 0 5 3 0 0 3 +15 mins. 0 0 0 0 0 0 0 0 0 13 0 13 1 0 0 1 +30 mins. 0 0 1 1 0 0 0 0 0 3 0 3 1 0 0 1 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 1 2 3 0 0 0 0 1 20 0 21 5 0 0 5 %App.Total 0 33.3 66.7 0 0 0 4.8 95.2 0 100 0 0 PHF .000 .250 .500 .375 .000 .000 .000 .000 .250 .385 .000 .404 .417 .000 .000 .417 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:04:00 PM 03 2 1 0 Ri ht Thru Left Peak Hour Data N -j North o CD � ° � ° Buses o oo`< o I Left Thru Right 1 20 0 21 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Bikes Peds Osgood St Drwy Osgood St South Drwy 2 From North From East From South From West Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peas Left Thru L Right Peds Exclu.Total Inclu.Total Int.Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Apprch% 0 0 0 0 0 0 0 0 0 0 0 0 Total% 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Drwy Osgood St South Drwy 2 From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 0 0 0 oL 0 0 Ri ht Thru Left L* Peak Hour Data -O o O O N J North O A O O Peak Hour Begins at 04:00 P Bikes Peds � o O o ,{ v o— I Left Thru Right 0 0 0 DO 0 DO Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 0 0 0 0 0 0 PH F .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Driveway/South Driveway 2 Site Code :27010007 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:04:00 PM DO 0 0 0 Ri ht Thru Left Peak Hour Data C� N North o CD C � ° � ° Bikes Peds o oo� o I Left Thru Right 0 0 0 0 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars-Trucks-Buses-Tractor Trailer Osgood St Drwy Osgood St Holt Rd From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 06:00 AM 0 107 11 0 0 0 13 29 0 6 0 5 171 06:15 AM 0 149 8 0 0 0 7 53 0 10 0 8 235 06:30 AM 0 193 15 0 0 0 12 60 1 9 0 5 295 06:45 AM 0 202 19 0 0 0 24 67 1 9 0 7 329 Total 0 651 53 0 0 0 56 209 2 34 0 25 1030 07:00 AM 0 239 19 0 0 0 8 75 2 15 0 9 367 07:15 AM 0 320 4 0 0 0 6 79 0 8 0 7 424 07:30 AM 0 435 9 0 0 0 9 103 0 9 0 8 573 07:45 AM 0 360 4 0 0 0 9 111 0 4 0 4 492 Total 0 1354 36 0 0 0 32 368 2 36 0 28 1856 08:00 AM 0 371 10 0 0 0 8 92 0 4 0 5 490 08:15 AM 0 356 16 0 0 0 10 82 0 4 0 3 471 08:30 AM 0 271 11 0 0 0 10 104 0 8 0 5 409 08:45 AM 0 161 14 0 0 0 13 97 0 7 0 8 300 Total 0 1159 51 0 0 0 41 375 0 23 0 21 1670 Grand Total 0 3164 140 0 0 0 129 952 4 93 0 74 4556 Apprch% 0 95.8 4.2 0 0 0 11.9 87.7 0.4 55.7 0 44.3 Total% 0 69.4 3.1 0 0 0 2.8 20.9 0.1 2 0 1.6 Cars 0 3074 96 0 0 0 114 899 4 48 0 43 4278 %Cars 0 97.2 68.6 0 0 0 88.4 94.4 100 51.6 0 58.1 93.9 Trucks 0 34 25 0 0 0 9 15 0 24 0 21 128 %Trucks 0 1.1 17.9 0 0 0 7 1.6 0 25.8 0 28.4 2.8 Buses 0 35 0 0 0 0 0 26 0 0 0 1 62 % Buses 0 1.1 0 0 0 0 0 2.7 0 0 0 1.4 1.4 Tractor Trailer 0 21 19 0 0 0 6 12 0 21 0 9 88 %Tractor Trailer 0 0.7 13.6 0 0 0 4.7 1.3 0 22.6 0 12.2 1.9 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Drwy Osgood St Holt Rd From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 435 9 444 0 0 0 0 9 103 0 112 9 0 g 17 573 07:45 AM 0 360 4 364 0 0 0 0 9 111 0 120 4 0 4 8 492 08:00 AM 0 371 10 381 0 0 0 0 8 92 0 100 4 0 5 9 490 08:15 AM 0 356 16 372 0 0 0 0 10 82 0 92 4 0 3 7 471 Total Volume 0 1522 39 1561 0 0 0 0 36 388 0 424 21 0 20 41 2026 %App.Total 0 97.5 2.5 0 0 0 8.5 91.5 0 51.2 0 48.8 P H F .000 .875 .609 .879 .000 .000 .000 .000 .900 .874 .000 .883 .583 .000 .625 .603 .884 Cars 0 1494 22 1516 0 0 0 0 34 380 0 414 9 0 8 17 1947 %Cars 0 98.2 56.4 97.1 0 0 0 0 94.4 97.9 0 97.6 42.9 0 40.0 41.5 96.1 Trucks 0 19 12 31 0 0 0 0 2 2 0 4 9 0 8 17 52 %Trucks 0 1.2 30.8 2.0 0 0 0 0 5.6 0.5 0 0.9 42.9 0 40.0 41.5 2.6 Buses 0 4 0 4 0 0 0 0 0 2 0 2 0 0 0 0 6 %Buses 0 0.3 0 0.3 0 0 0 0 0 0.5 0 0.5 0 0 0 0 0.3 Tractor Trailer 0 5 5 10 0 0 0 0 0 4 0 4 3 0 4 7 21 %Tractor Trailer 0 0.3 12.8 0.6 0 0 0 0 0 1.0 0 0.9 14.3 0 20.0 17.1 1.0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 389 1516 1905 11 31 42 2 4 6 7 10 17 409 1561 1970 22 1494 0 12 19 0 0 4 0 5 5 0 39 1522 0 Ri ht Thru Left Peak Hour Data —r� 0 N(D 5 M M 0 M- C: N 0 0 (D cam' OOOOO J � f-f-0 Peak Hour Begins at 07:30 A o 0 0 0 0 It O O O O O o Cars = Trucks 00000 00000 00000'It 0 Buses c0It0LOLO U r Tractor Trailer �C o O 00000 0 v O0000— Left Thru Right 34 380 0 2 2 0 0 2 0 0 4 0 36 388 0 1502 414 F 1916 27 4 31 4 2 6 9 4 13 1542 424 1966 Out In Total 0sannd St Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 06:00 AM 07:45 AM 06:15 AM +0 mins. 0 435 9 444 0 0 0 0 9 111 0 120 10 0 8 18 +15 mins. 0 360 4 364 0 0 0 0 8 92 0 100 9 0 5 14 +30 mins. 0 371 10 381 0 0 0 0 10 82 0 92 9 0 7 16 +45 mins. 0 356 16 372 0 0 0 0 10 104 0 114 15 0 9 24 Total Volume 0 1522 39 1561 0 0 0 0 37 389 0 426 43 0 29 72 %App.Total 0 97.5 2.5 0 0 0 8.7 91.3 0 59.7 0 40.3 PHF .000 .875 .609 .879 .000 .000 .000 .000 .925 .876 .000 .888 .717 .000 .806 .750 Accurate Counts 978-664-2565 Cars 0 1494 22 1516 0 0 0 0 34 374 0 408 25 0 16 41 %Cars 0 98.2 56.4 97.1 0 0 0 0 91.9 96.1 0 95.8 58.1 0 55.2 56.9 Trucks 0 19 12 31 0 0 0 0 3 3 0 6 6 0 10 16 %Trucks 0 1.2 30.8 2 0 0 0 0 8.1 0.8 0 1.4 14 0 34.5 22.2 Buses 0 4 0 4 0 0 0 0 0 8 0 8 0 0 0 0 % Buses 0 0.3 0 0.3 0 0 0 0 0 2.1 0 1.9 0 0 0 0 Tractor Trailer 0 5 5 10 0 0 0 0 0 4 0 4 12 0 3 15 %Tractor Trailer 0 0.3 12.8 0.6 0 0 0 0 0 1 0 0.9 27.9 0 10.3 20.8 Osgood St In-Peak Hour:07:30 AM 1516 31 4 10 1561 22 1494 0 12 19 0 0 4 0 5 5 0 39 1522 0 RI ON Thru Left Peak Hour Data Q LnCoONM LO N ' CD O J Cars 00000 w COO�N 00000 Trucks =p _ Buses c _ ~ Tractor Trailer o0000 000000`< Co0oMM rn N r o CD, CD o0 CDC)0 > Left Thru Right 34 374 0 3 3 0 0 8 0 0 4 0 37 389 0 408 6 8 4 426 In-Peak Hour:07:45 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars Osgood St Drwy Osgood St Holt Rd From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 06:00 AM 0 101 5 0 0 0 11 26 0 1 0 3 147 06:15 AM 0 137 3 0 0 0 5 50 0 1 0 4 200 06:30 AM 0 174 14 0 0 0 10 58 1 6 0 3 266 06:45 AM 0 198 18 0 0 0 23 67 1 6 0 5 318 Total 0 610 40 0 0 0 49 201 2 14 0 15 931 07:00 AM 0 231 14 0 0 0 6 70 2 12 0 4 339 07:15 AM 0 315 3 0 0 0 5 74 0 6 0 6 409 07:30 AM 0 427 4 0 0 0 8 99 0 2 0 3 543 07:45 AM 0 352 4 0 0 0 9 110 0 2 0 1 478 Total 0 1325 25 0 0 0 28 353 2 22 0 14 1769 08:00 AM 0 367 7 0 0 0 7 90 0 3 0 3 477 08:15 AM 0 348 7 0 0 0 10 81 0 2 0 1 449 08:30 AM 0 269 8 0 0 0 8 93 0 4 0 5 387 08:45 AM 0 155 9 0 0 0 12 81 0 3 0 5 265 Total 0 1139 31 0 0 0 37 345 0 12 0 14 1578 Grand Total 0 3074 96 0 0 0 114 899 4 48 0 43 4278 Apprch% 0 97 3 0 0 0 11.2 88.4 0.4 52.7 0 47.3 Total% 0 71.9 2.2 0 0 0 2.7 21 0.1 1.1 0 1 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Drwy Osgood St Holt Rd From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 427 4 431 0 0 0 0 8 99 0 107 2 0 3 5 543 07:45 AM 0 352 4 356 0 0 0 0 9 110 0 119 2 0 1 3 478 08:00 AM 0 367 7 374 0 0 0 0 7 90 0 97 3 0 3 6 477 08:15 AM 0 348 7 355 0 0 0 0 10 81 0 91 2 0 1 3 449 Total Volume 0 1494 22 1516 0 0 0 0 34 380 0 414 9 0 8 17 1947 %App.Total 0 98.5 1.5 0 0 0 8.2 91.8 0 52.9 0 47.1 P H F .000 .875 .786 .879 .000 .000 .000 .000 .850 .864 .000 .870 .750 .000 .667 .708 .896 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 389 1516 1905 22 1494 0 Ri ht Thru Left L* Peak Hour Data M 7� o o North o �o o Peak Hour Begins at 07:30 Am �� = o o `� o 0 Cars O o o v o— I Left Thru Right 34 380 0 L"4 1916 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 06:00 AM 07:30 AM 06:30 AM +0 mins. 0 427 4 431 0 0 0 0 8 99 0 107 6 0 3 9 +15 mins. 0 352 4 356 0 0 0 0 9 110 0 119 6 0 5 11 +30 mins. 0 367 7 374 0 0 0 0 7 90 0 97 12 0 4 16 +45 mins. 0 348 7 355 0 0 0 0 10 81 0 91 6 0 6 12 Total Volume 0 1494 22 1516 0 0 0 0 34 380 0 414 30 0 18 48 %App.Total 0 98.5 1.5 0 0 0 8.2 91.8 0 62.5 0 37.5 PHF .000 .875 .786 .879 .000 .000 .000 .000 .850 .864 .000 .870 .625 .000 .750 .750 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:07:30 AM 1516 22 1494 0 Ri ht Thru Left Peak Hour Data Q CY) p o 0,,� W-:� North v o� '-'o o i ° ° Cars 2� ~ o �p� CO r o o D c � I Left Thru Right 34 380 0 414 In-Peak Hour:07:30 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Trucks Osgood St Drwy Osgood St Holt Rd From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 06:00 AM 0 0 2 0 0 0 1 0 0 2 0 0 5 06:15 AM 0 1 3 0 0 0 1 2 0 5 0 4 16 06:30 AM 0 4 1 0 0 0 1 1 0 1 0 2 10 06:45 AM 0 0 1 0 0 0 0 0 0 0 0 2 3 Total 0 5 7 0 0 0 3 3 0 8 0 8 34 07:00 AM 0 4 4 0 0 0 1 4 0 0 0 2 15 07:15 AM 0 5 1 0 0 0 1 2 0 2 0 1 12 07:30 AM 0 6 4 0 0 0 1 1 0 6 0 2 20 07:45 AM 0 3 0 0 0 0 0 1 0 1 0 2 7 Total 0 18 9 0 0 0 3 8 0 9 0 7 54 08:00 AM 0 4 2 0 0 0 1 0 0 1 0 2 10 08:15 AM 0 6 6 0 0 0 0 0 0 1 0 2 15 08:30 AM 0 0 1 0 0 0 2 2 0 4 0 0 9 08:45 AM 0 1 0 0 0 0 0 2 0 1 0 2 6 Total 0 11 9 0 0 0 3 4 0 7 0 6 40 Grand Total 0 34 25 0 0 0 9 15 0 24 0 21 128 Apprch% 0 57.6 42.4 0 0 0 37.5 62.5 0 53.3 0 46.7 Total% 0 26.6 19.5 0 0 0 7 11.7 0 18.8 0 16.4 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Drwy Osgood St Holt Rd From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 4 4 8 0 0 0 0 1 4 0 5 0 0 2 2 15 07:15 AM 0 5 1 6 0 0 0 0 1 2 0 3 2 0 1 3 12 07:30 AM 0 6 4 10 0 0 0 0 1 1 0 2 6 0 2 g 20 07:45 AM 0 3 0 3 0 0 0 0 0 1 0 1 1 0 2 3 7 Total Volume 0 18 9 27 0 0 0 0 3 8 0 11 9 0 7 16 54 %App.Total 0 66.7 33.3 0 0 0 27.3 72.7 0 56.2 0 43.8 P H F .000 .750 .563 .675 .000 .000 .000 .000 .750 .500 .000 .550 .375 .000 .875 .500 .675 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 17 27F 44 9L 18 0 Ri ht Thru Left L* _00 Peak Hour Data (5 N o rn � O H � North o �o � o 0 Peak Hour Begins at 07:00 Am �� = o o `� N Trucks 0' ��p O v o Left Thru Right 3 8 0 25 11 36 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 06:00 AM 07:00 AM 07:15 AM +0 mins. 0 6 4 10 0 0 0 0 1 4 0 5 2 0 1 3 +15 mins. 0 3 0 3 0 0 0 0 1 2 0 3 6 0 2 8 +30 mins. 0 4 2 6 0 0 0 0 1 1 0 2 1 0 2 3 +45 mins. 0 6 6 12 0 0 0 0 0 1 0 1 1 0 2 3 Total Volume 0 19 12 31 0 0 0 0 3 8 0 11 10 0 7 17 %App.Total 0 61.3 38.7 0 0 0 27.3 72.7 0 58.8 0 41.2 PHF .000 .792 .500 .646 .000 .000 .000 .000 .750 .500 .000 .550 .417 .000 .875 .531 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:07:30 AM 31 12 19 0 Ri ht Thru Left Peak Hour Data 0 LO �o North �o of O Trucks 2� ~ o oo� ~� r o D c � I Left Thru Right 3 8 0 11 In-Peak Hour:07:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Tractor Trailer Osgood St Drwy Osgood St Holt Rd From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 06:00 AM 0 4 4 0 0 0 1 2 0 3 0 1 15 06:15 AM 0 1 2 0 0 0 1 1 0 4 0 0 9 06:30 AM 0 1 0 0 0 0 1 1 0 2 0 0 5 06:45 AM 0 2 0 0 0 0 1 0 0 3 0 0 6 Total 0 8 6 0 0 0 4 4 0 12 0 1 35 07:00 AM 0 4 1 0 0 0 1 1 0 3 0 3 13 07:15 AM 0 0 0 0 0 0 0 2 0 0 0 0 2 07:30 AM 0 1 1 0 0 0 0 1 0 1 0 3 7 07:45 AM 0 2 0 0 0 0 0 0 0 1 0 1 4 Total 0 7 2 0 0 0 1 4 0 5 0 7 26 08:00 AM 0 0 1 0 0 0 0 2 0 0 0 0 3 08:15 AM 0 2 3 0 0 0 0 1 0 1 0 0 7 08:30 AM 0 2 2 0 0 0 0 1 0 0 0 0 5 08:45 AM 0 2 5 0 0 0 1 0 0 3 0 1 12 Total 0 6 11 0 0 0 1 4 0 4 0 1 27 Grand Total 0 21 19 0 0 0 6 12 0 21 0 9 88 Apprch% 0 52.5 47.5 0 0 0 33.3 66.7 0 70 0 30 Total% 0 23.9 21.6 0 0 0 6.8 13.6 0 23.9 0 10.2 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Drwy Osgood St Holt Rd From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM 0 4 4 g 0 0 0 0 1 2 0 3 3 0 1 4 15 06:15 AM 0 1 2 3 0 0 0 0 1 1 0 2 4 0 0 4 9 06:30 AM 0 1 0 1 0 0 0 0 1 1 0 2 2 0 0 2 5 06:45 AM 0 2 0 2 0 0 0 0 1 0 0 1 3 0 0 3 6 Total Volume 0 8 6 14 0 0 0 0 4 4 0 8 12 0 1 13 35 %App.Total 0 57.1 42.9 0 0 0 50 50 0 92.3 0 7.7 PHF .000 .500 .375 .438 .000 .000 .000 .000 1.00 .500 .000 .667 .750 .000 .250 .813 .583 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 16 14F 30 6L 8 0 Ri ht Thru Left L* Peak Hour Data M (5 N N O lNorth 3 O �o � M � O Peak Hour Begins at 06:00 A O Tractor Trailer 0' ��p O v O Left Thru Right 4 4 0 09 8 17 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 06:00 AM 06:00 AM 06:15 AM +0 mins. 0 0 1 1 0 0 0 0 1 2 0 3 4 0 0 4 +15 mins. 0 2 3 5 0 0 0 0 1 1 0 2 2 0 0 2 +30 mins. 0 2 2 4 0 0 0 0 1 1 0 2 3 0 0 3 +45 mins. 0 2 5 7 0 0 0 0 1 0 0 1 3 0 3 6 Total Volume 0 6 11 17 0 0 0 0 4 4 0 8 12 0 3 15 %App.Total 0 35.3 64.7 0 0 0 50 50 0 80 0 20 PHF .000 .750 .550 .607 .000 .000 .000 .000 1.000 .500 .000 .667 .750 .000 .250 .625 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:08:00 AM 17 11 6 0 Ri ht Thru Left Peak Hour Data LO � � � o North �o O ° Tractor Trailer 2� ~ o oo� M� r o D c � I Left Thru Right 4 4 0 8 In-Peak Hour:06:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Buses Osgood St Drwy Osgood St Holt Rd From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 06:00 AM 0 2 0 0 0 0 0 1 0 0 0 1 4 06:15 AM 0 10 0 0 0 0 0 0 0 0 0 0 10 06:30 AM 0 14 0 0 0 0 0 0 0 0 0 0 14 06:45 AM 0 2 0 0 0 0 0 0 0 0 0 0 2 Total 0 28 0 0 0 0 0 1 0 0 0 1 30 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 07:30 AM 0 1 0 0 0 0 0 2 0 0 0 0 3 07:45 AM 0 3 0 0 0 0 0 0 0 0 0 0 3 Total 0 4 0 0 0 0 0 3 0 0 0 0 7 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 8 0 0 0 0 8 08:45 AM 0 3 0 0 0 0 0 14 0 0 0 0 17 Total 0 3 0 0 0 0 0 22 0 0 0 0 25 Grand Total 0 35 0 0 0 0 0 26 0 0 0 1 62 Apprch% 0 100 0 0 0 0 0 100 0 0 0 100 Total% 0 56.5 0 0 0 0 0 41.9 0 0 0 1.6 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Drwy Osgood St Holt Rd From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM 0 2 0 2 0 0 0 0 0 1 0 1 0 0 1 1 4 06:15 AM 0 10 0 10 0 0 0 0 0 0 0 0 0 0 0 0 10 06:30 AM 0 14 0 14 0 0 0 0 0 0 0 0 0 0 0 0 14 06:45 AM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 Total Volume 0 28 0 28 0 0 0 0 0 1 0 1 0 0 1 1 30 %App.Total 0 100 0 0 0 0 0 100 0 0 0 100 PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .250 .250 .536 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total I 28F 29 oL 28 0 Ri ht Thru Left L* Peak Hour Data 7� 0 0 O North o �o 0 Peak Hour Begins at 06:00 A 0 Buses O o o v o— I Left Thru Right 0 1 0 29 1 30 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:00 AM 06:00 AM 08:00 AM 06:00 AM +0 mins. 0 2 0 2 0 0 0 0 0 0 0 0 0 0 1 1 +15 mins. 0 10 0 10 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 14 0 14 0 0 0 0 0 8 0 8 0 0 0 0 +45 mins. 0 2 0 2 0 0 0 0 0 14 0 14 0 0 0 0 Total Volume 0 28 0 28 0 0 0 0 0 22 0 22 0 0 1 1 %App.Total 0 100 0 0 0 0 0 100 0 0 0 100 PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .393 .000 .393 .000 .000 .250 .250 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:06:00 AM 28 0 28 0 Ri ht Thru Left Peak Hour Data Q p 0 0 North v o o i o ° Buses 2� ~ o �p� o D c � I Left Thru Right 0 22 0 22 In-Peak Hour:08:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Bikes Peds Osgood St Drwy Osgood St Holt Rd From North From East From South From West Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peas Left Thru L Right Peds Exclu.Total Inclu.Total Int.Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 2 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 2 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 2 Apprch% 0 0 0 0 0 0 0 0 0 0 0 0 Total% 100 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Drwy Osgood St Holt Rd From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 0 0 0 oL 0 0 Ri ht Thru Left L* Peak Hour Data -o 0 0 O North o � o �o 0 Peak Hour Begins at 06:00 A 0 0 Bikes Peds � o O o ,{ v o— I Left Thru Right 0 0 0 DO 0 DO Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:00 AM 06:00 AM 06:00 AM 06:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 0 0 0 0 0 0 PH F .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:06:00 AM DO 0 0 0 Ri ht Thru Left Peak Hour Data Q p 0 0 North (D C) o i o ° Bikes Peds 2� ~ o oo� o� r o D c � I Left Thru Right 0 0 0 0 In-Peak Hour:06:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars-Trucks-Buses-Tractor Trailer Osgood St Drwy Osgood St Holt Rd From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 04:00 PM 0 140 7 0 0 0 6 261 0 12 0 20 446 04:15 PM 0 127 5 0 0 0 6 263 0 9 0 12 422 04:30 PM 0 182 5 2 0 0 2 286 0 9 0 10 496 04:45 PM 0 129 2 0 0 0 5 319 0 12 0 11 478 Total 0 578 19 2 0 0 19 1129 0 42 0 53 1842 05:00 PM 0 158 5 0 0 1 4 343 0 8 0 14 533 05:15 PM 0 125 4 0 0 0 2 306 0 8 0 7 452 05:30 PM 0 110 1 0 0 0 2 338 0 6 0 6 463 05:45 PM 0 103 2 0 0 0 2 295 0 5 0 11 418 Total 0 496 12 0 0 1 10 1282 0 27 0 38 1866 06:00 PM 0 91 1 0 0 0 0 262 1 5 0 1 361 06:15 PM 0 86 0 0 0 1 1 222 0 1 0 5 316 06:30 PM 0 69 0 0 0 0 0 185 0 4 0 1 259 06:45 PM 0 72 0 0 0 0 1 181 0 1 0 3 258 Total 0 318 1 0 0 1 2 850 1 11 0 10 1194 Grand Total 0 1392 32 2 0 2 31 3261 1 80 0 101 4902 Apprch% 0 97.8 2.2 50 0 50 0.9 99 0 44.2 0 55.8 Total% 0 28.4 0.7 0 0 0 0.6 66.5 0 1.6 0 2.1 Cars 0 1385 23 2 0 2 27 3222 1 73 0 95 4830 %Cars 0 99.5 71.9 100 0 100 87.1 98.8 100 91.2 0 94.1 98.5 Trucks 0 1 3 0 0 0 2 8 0 7 0 2 23 %Trucks 0 0.1 9.4 0 0 0 6.5 0.2 0 8.8 0 2 0.5 Buses 0 2 0 0 0 0 0 21 0 0 0 0 23 % Buses 0 0.1 0 0 0 0 0 0.6 0 0 0 0 0.5 Tractor Trailer 0 4 6 0 0 0 2 10 0 0 0 4 26 %Tractor Trailer 0 0.3 18.8 0 0 0 6.5 0.3 0 0 0 4 0.5 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Drwy Osgood St Holt Rd From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 182 5 187 2 0 0 2 2 286 0 288 9 0 10 19 496 04:45 PM 0 129 2 131 0 0 0 0 5 319 0 324 12 0 11 23 478 05:00 PM 0 158 5 163 0 0 1 1 4 343 0 347 8 0 14 22 533 05:15 PM 0 125 4 129 0 0 0 0 2 306 0 308 8 0 7 15 452 Total Volume 0 594 16 610 2 0 1 3 13 1254 0 1267 37 0 42 79 1959 %App.Total 0 97.4 2.6 66.7 0 33.3 1 99 0 46.8 0 53.2 PHF .000 .816 .800 .816 .250 .000 .250 .375 .650 .914 .000 .913 .771 .000 .750 .859 .919 Cars 0 591 12 603 2 0 1 3 12 1245 0 1257 37 0 40 77 1940 %Cars 0 99.5 75.0 98.9 100 0 100 100 92.3 99.3 0 99.2 100 0 95.2 97.5 99.0 Trucks 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2 %Trucks 0 0 0 0 0 0 0 0 0 0.2 0 0.2 0 0 0 0 0.1 Buses 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 3 %Buses 0 0 0 0 0 0 0 0 0 0.2 0 0.2 0 0 0 0 0.2 Tractor Trailer 0 3 4 7 0 0 0 0 1 4 0 5 0 0 2 2 14 %Tractor Trailer 0 0.5 25.0 1.1 0 0 0 0 7.7 0.3 0 0.4 0 0 4.8 2.5 0.7 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 1283 603 1886 2 0 2 3 0 3 4 7 11 1292 610 1902 12 591 0 0 0 0 0 0 0 4 3 0 16 594 0 Ri ht Thru Left Peak Hour Data —�O O�oo c5 O o o� O r-_0 0 C)[I- co M(D cam' OOOOO J � r`O 0 N M Peak Hour Begins at 04:30 PM O O o s=~ ti o0000 Cars _ ~ Trucks 00000 WOOOW OOONN Buses �ooLOrn 't �� r N N Tractor Trailer �C o O M O O O N 0 W O O O W Left Thru Right 12 1245 0 0 2 0 0 3 0 1 4 0 13 1254 0 633 1257 F 1890 0 2 2 0 3 3 5 5 10 638 1267 1905 Out In Total 0sannd St Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:15 PM 04:45 PM 04:00 PM +0 mins. 0 127 5 132 0 0 0 0 5 319 0 324 12 0 20 32 +15 mins. 0 182 5 187 2 0 0 2 4 343 0 347 9 0 12 21 +30 mins. 0 129 2 131 0 0 0 0 2 306 0 308 9 0 10 19 +45 mins. 0 158 5 163 0 0 1 1 2 338 0 340 12 0 11 23 Total Volume 0 596 17 613 2 0 1 3 13 1306 0 1319 42 0 53 95 %App.Total 0 97.2 2.8 66.7 0 33.3 1 99 0 44.2 0 55.8 PHF .000 .819 .850 .820 .250 .000 .250 .375 .650 .952 .000 .950 .875 .000 .663 .742 Accurate Counts 978-664-2565 Cars 0 592 13 605 2 0 1 3 12 1298 0 1310 36 0 49 85 %Cars 0 99.3 76.5 98.7 100 0 100 100 92.3 99.4 0 99.3 85.7 0 92.5 89.5 Trucks 0 0 1 1 0 0 0 0 0 2 0 2 6 0 1 7 %Trucks 0 0 5.9 0.2 0 0 0 0 0 0.2 0 0.2 14.3 0 1.9 7.4 Buses 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 % Buses 0 0 0 0 0 0 0 0 0 0.2 0 0.2 0 0 0 0 Tractor Trailer 0 4 3 7 0 0 0 0 1 4 0 5 0 0 3 3 %Tractor Trailer 0 0.7 17.6 1.1 0 0 0 0 7.7 0.3 0 0.4 0 0 5.7 3.2 Osgood St In-Peak Hour:04:15 PM 605 1 0 7 613 13 592 0 1 0 0 0 0 0 3 4 0 17 596 0 RI ON Thru Left Peak Hour Data C) co co 0 o N O M ' CD J Cars ��000� v OLOr-_0 7- Sao rn 00000 Trucks o p _ Buses �� _ ~ Tractor Trailer o000o w CD CD C)w CD M CD M M D_ Lo r CD, Cal C� � NOOON � Left Thru Right 12 1298 0 0 2 0 0 2 0 1 4 0 13 1306 0 1310 2 2 5 1319 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars Osgood St Drwy Osgood St Holt Rd From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 04:00 PM 0 139 5 0 0 0 5 251 0 10 0 18 428 04:15 PM 0 126 3 0 0 0 5 250 0 5 0 11 400 04:30 PM 0 181 5 2 0 0 2 283 0 9 0 10 492 04:45 PM 0 127 0 0 0 0 4 317 0 12 0 10 470 Total 0 573 13 2 0 0 16 1101 0 36 0 49 1790 05:00 PM 0 158 5 0 0 1 4 342 0 8 0 14 532 05:15 PM 0 125 2 0 0 0 2 303 0 8 0 6 446 05:30 PM 0 109 1 0 0 0 2 336 0 5 0 6 459 05:45 PM 0 103 1 0 0 0 1 294 0 5 0 11 415 Total 0 495 9 0 0 1 9 1275 0 26 0 37 1852 06:00 PM 0 90 1 0 0 0 0 262 1 5 0 1 360 06:15 PM 0 86 0 0 0 1 1 220 0 1 0 5 314 06:30 PM 0 69 0 0 0 0 0 185 0 4 0 0 258 06:45 PM 0 72 0 0 0 0 1 179 0 1 0 3 256 Total 0 317 1 0 0 1 2 846 1 11 0 9 1188 Grand Total 0 1385 23 2 0 2 27 3222 1 73 0 95 4830 Apprch% 0 98.4 1.6 50 0 50 0.8 99.1 0 43.5 0 56.5 Total% 0 28.7 0.5 0 0 0 0.6 66.7 0 1.5 0 2 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Drwy Osgood St Holt Rd From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 181 5 186 2 0 0 2 2 283 0 285 9 0 10 19 492 04:45 PM 0 127 0 127 0 0 0 0 4 317 0 321 12 0 10 22 470 05:00 PM 0 158 5 163 0 0 1 1 4 342 0 346 8 0 14 22 532 05:15 PM 0 125 2 127 0 0 0 0 2 303 0 305 8 0 6 14 446 Total Volume 0 591 12 603 2 0 1 3 12 1245 0 1257 37 0 40 77 1940 %App.Total 0 98 2 66.7 0 33.3 1 99 0 48.1 0 51.9 PHF .000 .816 .600 .810 .250 .000 .250 .375 .750 .910 .000 .908 .771 .000 .714 .875 .912 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 1283 603 1886 12L 591 0 Ri ht Thru Left L* Peak Hour Data 75 o o� O � � 1C) North 3 r� o Peak Hour Begins at 04:30 PM �� = o Cars CV �(D O O N v w— I Left Thru Right 12 1245 0 633 1257 1890 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:15 PM 04:45 PM 04:00 PM +0 mins. 0 126 3 129 0 0 0 0 4 317 0 321 10 0 18 28 +15 mins. 0 181 5 186 2 0 0 2 4 342 0 346 5 0 11 16 +30 mins. 0 127 0 127 0 0 0 0 2 303 0 305 9 0 10 19 +45 mins. 0 158 5 163 0 0 1 1 2 336 0 338 12 0 10 22 Total Volume 0 592 13 605 2 0 1 3 12 1298 0 1310 36 0 49 85 %App.Total 0 97.9 2.1 66.7 0 33.3 0.9 99.1 0 42.4 0 57.6 PHF .000 .818 .650 .813 .250 .000 .250 .375 .750 .949 .000 .947 .750 .000 .681 .759 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:04:15 PM 605 13 592 0 Ri ht Thru Left Peak Hour Data O �,,0 North v p� ° Cars o= 2� ~ O wo`� I Left Thru Right 12 1298 0 1310 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Trucks Osgood St Drwy Osgood St Holt Rd From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 04:00 PM 0 0 1 0 0 0 1 3 0 2 0 0 7 04:15 PM 0 0 1 0 0 0 0 1 0 4 0 1 7 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 Total 0 0 2 0 0 0 1 5 0 6 0 1 15 05:00 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 1 0 0 0 0 0 0 0 1 0 0 2 05:45 PM 0 0 1 0 0 0 1 0 0 0 0 0 2 Total 0 1 1 0 0 0 1 1 0 1 0 0 5 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 1 06:45 PM 0 0 0 0 0 0 0 2 0 0 0 0 2 Total 0 0 0 0 0 0 0 2 0 0 0 1 3 Grand Total 0 1 3 0 0 0 2 8 0 7 0 2 23 Apprch% 0 25 75 0 0 0 20 80 0 77.8 0 22.2 Total% 0 4.3 13 0 0 0 8.7 34.8 0 30.4 0 8.7 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Drwy Osgood St Holt Rd From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 1 1 0 0 0 0 1 3 0 4 2 0 0 2 7 04:15 PM 0 0 1 1 0 0 0 0 0 1 0 1 4 0 1 g 7 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 Total Volume 0 0 2 2 0 0 0 0 1 5 0 6 6 0 1 7 15 %App.Total 0 0 100 0 0 0 16.7 83.3 0 85.7 0 14.3 PHF .000 .000 .500 .500 .000 .000 .000 .000 .250 .417 .000 .375 .375 .000 .250 .350 .536 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 11 H2F 13 2L 0 0 Ri ht Thru Left L* Peak Hour Data _o 7� o � � o North o �o 0 Peak Hour Begins at 04:00 PM �� = o o `� M Trucks O o o v o— I Left Thru Right 1 5 0 0 6 0 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 0 1 1 0 0 0 0 1 3 0 4 2 0 0 2 +15 mins. 0 0 1 1 0 0 0 0 0 1 0 1 4 0 1 5 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 Total Volume 0 0 2 2 0 0 0 0 1 5 0 6 6 0 1 7 %App.Total 0 0 100 0 0 0 16.7 83.3 0 85.7 0 14.3 PHF .000 .000 .500 .500 .000 .000 .000 .000 .250 .417 .000 .375 .375 .000 .250 .350 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:04:00 PM 0 2 0 0 Ri ht Thru Left Peak Hour Data C� North o (D C) o i o Trucks 2� ~ o oo� o o c � I Left Thru Right 1 5 0 6 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Tractor Trailer Osgood St Drwy Osgood St Holt Rd From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 04:00 PM 0 0 1 0 0 0 0 1 0 0 0 2 4 04:15 PM 0 1 1 0 0 0 1 2 0 0 0 0 5 04:30 PM 0 1 0 0 0 0 0 1 0 0 0 0 2 04:45 PM 0 2 2 0 0 0 1 1 0 0 0 1 7 Total 0 4 4 0 0 0 2 5 0 0 0 3 18 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 2 0 0 0 0 2 0 0 0 1 5 05:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 05:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 Total 0 0 2 0 0 0 0 4 0 0 0 1 7 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 1 0 0 0 0 1 Grand Total 0 4 6 0 0 0 2 10 0 0 0 4 26 Apprch% 0 40 60 0 0 0 16.7 83.3 0 0 0 100 Total% 0 15.4 23.1 0 0 0 7.7 38.5 0 0 0 15.4 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Drwy Osgood St Holt Rd From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 1 1 0 0 0 0 0 1 0 1 0 0 2 2 4 04:15 PM 0 1 1 2 0 0 0 0 1 2 0 3 0 0 0 0 5 04:30 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 04:45 PM 0 2 2 4 0 0 0 0 1 1 0 2 0 0 1 1 7 Total Volume 0 4 4 8 0 0 0 0 2 5 0 7 0 0 3 3 18 %App.Total 0 50 50 0 0 0 28.6 71.4 0 0 0 100 PHF .000 .500 .500 .500 .000 .000 .000 .000 .500 .625 .000 .583 .000 .000 .375 .375 .643 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 0 H8F 13 4L 4 0 Ri ht Thru Left L* Peak Hour Data 75 0') 0 0 O North o �o 0 Peak Hour Begins at 04:00 P o COTractor Trailer O o o v o- I Left Thru Right 2 5 0 0 7 14 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 0 1 1 0 0 0 0 0 1 0 1 0 0 2 2 +15 mins. 0 1 1 2 0 0 0 0 1 2 0 3 0 0 0 0 +30 mins. 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 +45 mins. 0 2 2 4 0 0 0 0 1 1 0 2 0 0 1 1 Total Volume 0 4 4 8 0 0 0 0 2 5 0 7 0 0 3 3 %App.Total 0 50 50 0 0 0 28.6 71.4 0 0 0 100 PHF .000 .500 .500 .500 .000 .000 .000 .000 .500 .625 .000 .583 .000 .000 .375 .375 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:04:00 PM 4 4 0 Ri ht Thru Left Peak Hour Data C� North o (D C) o i o ° Tractor Trailer 2� ~ o oo� M� r o o c � I Left Thru Right 2 5 0 7 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Buses Osgood St Drwy Osgood St Holt Rd From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 04:00 PM 0 1 0 0 0 0 0 6 0 0 0 0 7 04:15 PM 0 0 0 0 0 0 0 10 0 0 0 0 10 04:30 PM 0 0 0 0 0 0 0 2 0 0 0 0 2 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 1 0 0 0 0 0 18 0 0 0 0 19 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 05:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 2 0 0 0 0 2 06:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 06:15 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 1 0 0 0 0 0 1 0 0 0 0 2 Grand Total 0 2 0 0 0 0 0 21 0 0 0 0 23 Apprch% 0 100 0 0 0 0 0 100 0 0 0 0 Total% 0 8.7 0 0 0 0 0 91.3 0 0 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Drwy Osgood St Holt Rd From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 1 0 1 0 0 0 0 0 6 0 6 0 0 0 0 7 04:15 PM 0 0 0 0 0 0 0 0 0 10 0 10 0 0 0 0 10 04:30 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 1 0 1 0 0 0 0 0 18 0 18 0 0 0 0 19 %App.Total 0 100 0 0 0 0 0 100 0 0 0 0 PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .450 .000 .450 .000 .000 .000 .000 .475 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 18 H1F 19 oL 1 0 Ri ht Thru Left L* Peak Hour Data -o 0 0 O North o � o �o 0 Peak Hour Begins at 04:00 P 0 0 Buses O o o v o— I Left Thru Right 0 18 0 c 18 19 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 1 0 1 0 0 0 0 0 6 0 6 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 10 0 10 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 1 0 1 0 0 0 0 0 18 0 18 0 0 0 0 %App.Total 0 100 0 0 0 0 0 100 0 0 0 0 PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .450 .000 .450 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:04:00 PM 0 0 1 0 Ri ht Thru Left Peak Hour Data C� North o (D C) o i o ° Buses 2� ~ o �p� o� r o o c � I Left Thru Right 0 18 0 18 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Bikes Peds Osgood St Drwy Osgood St Holt Rd From North From East From South From West Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peas Left Thru L Right Peds Exclu.Total Inclu.Total Int.Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Apprch% 0 0 0 0 0 0 0 0 0 0 0 0 Total% 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Drwy Osgood St Holt Rd From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 0 0 0 oL 0 0 Ri ht Thru Left L* Peak Hour Data -o 0 0 O North o � o �o 0 Peak Hour Begins at 04:00 P 0 0 Bikes Peds � o O o ,{ v o— I Left Thru Right 0 0 0 DO 0 DO Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 0 0 0 0 0 0 PH F .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Driveway/Holt Road Site Code :27010008 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:04:00 PM DO 0 0 0 Ri ht Thru Left Peak Hour Data C� North o (D C) o i o ° Bikes Peds 2� ~ o oo� o� r o o c � I Left Thru Right 0 0 0 0 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars-Trucks-Buses-Tractor Trailer Osgood St Great Pond Rd Osgood St Drwy From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 06:00 AM 5 94 0 29 0 6 0 42 22 0 0 0 198 06:15 AM 6 169 0 47 1 7 0 65 41 0 1 0 337 06:30 AM 5 206 0 74 0 7 0 81 44 0 0 0 417 06:45 AM 2 227 0 77 0 8 0 98 55 0 0 0 467 Total 18 696 0 227 1 28 0 286 162 0 1 0 1419 07:00 AM 6 252 0 94 0 8 0 89 51 0 0 0 500 07:15 AM 11 322 0 81 0 8 0 110 56 0 0 0 588 07:30 AM 29 403 0 93 0 6 1 128 75 1 0 0 736 07:45 AM 17 378 0 135 1 15 0 135 73 0 0 0 754 Total 63 1355 0 403 1 37 1 462 255 1 0 0 2578 08:00 AM 23 349 0 95 0 15 0 114 60 0 0 0 656 08:15 AM 24 361 0 81 0 15 1 106 61 0 0 0 649 08:30 AM 13 287 0 106 0 12 0 119 51 0 0 0 588 08:45 AM 16 190 1 107 0 19 0 136 40 0 0 0 509 Total 76 1187 1 389 0 61 1 475 212 0 0 0 2402 Grand Total 157 3238 1 1019 2 126 2 1223 629 1 1 0 6399 Apprch% 4.6 95.3 0 88.8 0.2 11 0.1 66 33.9 50 50 0 Total% 2.5 50.6 0 15.9 0 2 0 19.1 9.8 0 0 0 Cars 145 3163 1 1006 2 119 2 1177 608 1 1 0 6225 %Cars 92.4 97.7 100 98.7 100 94.4 100 96.2 96.7 100 100 0 97.3 Trucks 5 28 0 9 0 2 0 18 10 0 0 0 72 %Trucks 3.2 0.9 0 0.9 0 1.6 0 1.5 1.6 0 0 0 1.1 Buses 1 38 0 2 0 3 0 25 2 0 0 0 71 % Buses 0.6 1.2 0 0.2 0 2.4 0 2 0.3 0 0 0 1.1 Tractor Trailer 6 9 0 2 0 2 0 3 9 0 0 0 31 %Tractor Trailer 3.8 0.3 0 0.2 0 1.6 0 0.2 1.4 0 0 0 0.5 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Great Pond Rd Osgood St Drwy From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 29 403 0 432 93 0 6 99 1 128 75 204 1 0 0 1 736 07:45 AM 17 378 0 395 135 1 15 151 0 135 73 208 0 0 0 0 754 08:00 AM 23 349 0 372 95 0 15 110 0 114 60 174 0 0 0 0 656 08:15 AM 24 361 0 385 81 0 15 96 1 106 61 168 0 0 0 0 649 Total Volume 93 1491 0 1584 404 1 51 456 2 483 269 754 1 0 0 1 2795 %App.Total 5.9 94.1 0 88.6 0.2 11.2 0.3 64.1 35.7 100 0 0 P H F .802 .925 .000 .917 .748 .250 .850 .755 .500 .894 .897 .906 .250 .000 .000 .250 .927 Cars 90 1470 0 1560 400 1 51 452 2 477 254 733 1 0 0 1 2746 %Cars 96.8 98.6 0 98.5 99.0 100 100 99.1 100 98.8 94.4 97.2 100 0 0 100 98.2 Trucks 2 13 0 15 2 0 0 2 0 3 6 9 0 0 0 0 26 %Trucks 2.2 0.9 0 0.9 0.5 0 0 0.4 0 0.6 2.2 1.2 0 0 0 0 0.9 Buses 0 5 0 5 2 0 0 2 0 1 1 2 0 0 0 0 9 %Buses 0 0.3 0 0.3 0.5 0 0 0.4 0 0.2 0.4 0.3 0 0 0 0 0.3 Tractor Trailer 1 3 0 4 0 0 0 0 0 2 8 10 0 0 0 0 14 %Tractor Trailer 1.1 0.2 0 0.3 0 0 0 0 0 0.4 3.0 1.3 0 0 0 0 0.5 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 529 1560 2089 3 15 18 1 5 6 2 4 6 535 1584 2119 0 1470 90 0 13 2 0 5 0 0 3 1 0 1491 93 Ri ht Thru Left Peak Hour Data 4-- O O 0 � � c� C000—( W W�D Nco co G) o 0 0 Peak Hour Begins at 07:30 AM 0 0 0CD 00000 Cars can can o ~ Trucks 000— O-)ONNIQ Q 0 0 0 0 0+r Buses Q M O O O M Tractor Trailer ��0 0 0 O �O M IV O 00 �1 00 Left Thru Right 2 477 254 0 3 6 0 1 1 0 2 8 2 483 269 1870 733 F2603 15 9 24 7 2 9 3 10 13 1895 754 2649 Out In Total 0sannd St Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:45 AM 07:30 AM 06:00 AM +0 mins. 29 403 0 432 135 1 15 151 1 128 75 204 0 0 0 0 +15 mins. 17 378 0 395 95 0 15 110 0 135 73 208 0 1 0 1 +30 mins. 23 349 0 372 81 0 15 96 0 114 60 174 0 0 0 0 +45 mins. 24 361 0 385 106 0 12 118 1 106 61 168 0 0 0 0 Total Volume 93 1491 0 1584 417 1 57 475 2 483 269 754 0 1 0 1 %App.Total 5.9 94.1 0 87.8 0.2 12 0.3 64.1 35.7 0 100 0 P H F .802 .925 .000 .917 .772 .250 .950 .786 .500 .894 .897 .906 .000 .250 .000 .250 Accurate Counts 978-664-2565 Cars 90 1470 0 1560 413 1 56 470 2 477 254 733 0 1 0 1 %Cars 96.8 98.6 0 98.5 99 100 98.2 98.9 100 98.8 94.4 97.2 0 100 0 100 Trucks 2 13 0 15 2 0 0 2 0 3 6 9 0 0 0 0 %Trucks 2.2 0.9 0 0.9 0.5 0 0 0.4 0 0.6 2.2 1.2 0 0 0 0 Buses 0 5 0 5 2 0 1 3 0 1 1 2 0 0 0 0 % Buses 0 0.3 0 0.3 0.5 0 1.8 0.6 0 0.2 0.4 0.3 0 0 0 0 Tractor Trailer 1 3 0 4 0 0 0 0 0 2 8 10 0 0 0 0 %Tractor Trailer 1.1 0.2 0 0.3 0 0 0 0 0 0.4 3 1.3 0 0 0 0 Osgood St In-Peak Hour:07:30 AM 1560 15 5 4 1584 0 1470 90 0 13 2 0 5 0 0 3 1 0 1491 93 RI ON Thru Left Peak Hour Data Q 0 00000}� C) o J Cars M M CD -1 0000� �o oo� 000— Trucks _ � Buses -4 v c o m Tractor Trailer 000� cnoWivooQ 00000� r �� CD �IONNW D Left Thru Right 2 477 254 0 3 6 0 1 1 0 2 8 2 483 269 733 9 2 10 754 In-Peak Hour:07:30 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars Osgood St Great Pond Rd Osgood St Drwy From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 06:00 AM 4 92 0 28 0 5 0 40 22 0 0 0 191 06:15 AM 5 159 0 45 1 5 0 65 40 0 1 0 321 06:30 AM 4 188 0 74 0 7 0 78 44 0 0 0 395 06:45 AM 2 220 0 76 0 8 0 94 53 0 0 0 453 Total 15 659 0 223 1 25 0 277 159 0 1 0 1360 07:00 AM 5 246 0 94 0 7 0 87 51 0 0 0 490 07:15 AM 10 320 0 78 0 8 0 105 55 0 0 0 576 07:30 AM 28 393 0 93 0 6 1 125 71 1 0 0 718 07:45 AM 17 372 0 133 1 15 0 134 65 0 0 0 737 Total 60 1331 0 398 1 36 1 451 242 1 0 0 2521 08:00 AM 23 346 0 95 0 15 0 114 59 0 0 0 652 08:15 AM 22 359 0 79 0 15 1 104 59 0 0 0 639 08:30 AM 11 285 0 106 0 11 0 110 50 0 0 0 573 08:45 AM 14 183 1 105 0 17 0 121 39 0 0 0 480 Total 70 1173 1 385 0 58 1 449 207 0 0 0 2344 Grand Total 145 3163 1 1006 2 119 2 1177 608 1 1 0 6225 Apprch% 4.4 95.6 0 89.3 0.2 10.6 0.1 65.9 34 50 50 0 Total% 2.3 50.8 0 16.2 0 1.9 0 18.9 9.8 0 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Great Pond Rd Osgood St Drwy From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 28 393 0 421 93 0 6 99 1 125 71 197 1 0 0 1 718 07:45 AM 17 372 0 389 133 1 15 149 0 134 65 199 0 0 0 0 737 08:00 AM 23 346 0 369 95 0 15 110 0 114 59 173 0 0 0 0 652 08:15 AM 22 359 0 381 79 0 15 94 1 104 59 164 0 0 0 0 639 Total Volume 90 1470 0 1560 400 1 51 452 2 477 254 733 1 0 0 1 2746 %App.Total 5.8 94.2 0 88.5 0.2 11.3 0.3 65.1 34.7 100 0 0 P H F .804 .935 .000 .926 .752 .250 .850 .758 .500 .890 .894 .921 .250 .000 .000 .250 .931 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 529 1560 2089 0 1470 90 Ri ht Thru Left L* Peak Hour Data 75 H � � w0 North 3 cn G) cD o v Peak Hour Begins at 07:30 AM o N Q o Cars r Q o O () E o Left Thru Right 2 477 254 L� 733 2603 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:45 AM 07:30 AM 06:00 AM +0 mins. 28 393 0 421 133 1 15 149 1 125 71 197 0 0 0 0 +15 mins. 17 372 0 389 95 0 15 110 0 134 65 199 0 1 0 1 +30 mins. 23 346 0 369 79 0 15 94 0 114 59 173 0 0 0 0 +45 mins. 22 359 0 381 106 0 11 117 1 104 59 164 0 0 0 0 Total Volume 90 1470 0 1560 413 1 56 470 2 477 254 733 0 1 0 1 %App.Total 5.8 94.2 0 87.9 0.2 11.9 0.3 65.1 34.7 0 100 0 P H F .804 .935 .000 .926 .776 .250 .933 .789 .500 .890 .894 .921 .000 .250 .000 .250 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:07:30 AM 1560 0 1470 90 Ri ht Thru Left Peak Hour Data Q p 0 0 North c„ (D G) o= Cars �� o � a O (D � Q D I Left Thru Right 2 477 254 733 In-Peak Hour:07:30 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Trucks Osgood St Great Pond Rd Osgood St Drwy From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 06:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 2 06:15 AM 0 2 0 2 0 1 0 0 1 0 0 0 6 06:30 AM 0 4 0 0 0 0 0 2 0 0 0 0 6 06:45 AM 0 1 0 1 0 0 0 3 0 0 0 0 5 Total 0 7 0 3 0 2 0 6 1 0 0 0 19 07:00 AM 1 3 0 0 0 0 0 2 0 0 0 0 6 07:15 AM 1 2 0 3 0 0 0 3 1 0 0 0 10 07:30 AM 0 7 0 0 0 0 0 1 2 0 0 0 10 07:45 AM 0 2 0 1 0 0 0 1 4 0 0 0 8 Total 2 14 0 4 0 0 0 7 7 0 0 0 34 08:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 2 08:15 AM 2 2 0 1 0 0 0 1 0 0 0 0 6 08:30 AM 0 1 0 0 0 0 0 2 1 0 0 0 4 08:45 AM 1 2 0 1 0 0 0 2 1 0 0 0 7 Total 3 7 0 2 0 0 0 5 2 0 0 0 19 Grand Total 5 28 0 9 0 2 0 18 10 0 0 0 72 Apprch% 15.2 84.8 0 81.8 0 18.2 0 64.3 35.7 0 0 0 Total% 6.9 38.9 0 12.5 0 2.8 0 25 13.9 0 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Great Pond Rd Osgood St Drwy From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 1 3 0 4 0 0 0 0 0 2 0 2 0 0 0 0 6 07:15 AM 1 2 0 3 3 0 0 3 0 3 1 4 0 0 0 0 10 07:30 AM 0 7 0 7 0 0 0 0 0 1 2 3 0 0 0 0 10 07:45 AM 0 2 0 2 1 0 0 1 0 1 4 5 0 0 0 0 8 Total Volume 2 14 0 16 4 0 0 4 0 7 7 14 0 0 0 0 34 %App.Total 12.5 87.5 0 100 0 0 0 50 50 0 0 0 P H F .500 .500 .000 .571 .333 .000 .000 .333 .000 .583 .438 .700 .000 .000 .000 .000 .850 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 77 16F 23 oL 14 2 Ri ht Thru Left L* Peak Hour Data -O 0 0 North C9 G) O O v O Peak Hour Begins at 07:00 AM o O :3 CL O CDTrucks Q p o w— I Left Thru Right 0 7 7 18 14 32 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 06:00 AM 07:00 AM 06:00 AM +0 mins. 1 3 0 4 0 0 1 1 0 2 0 2 0 0 0 0 +15 mins. 1 2 0 3 2 0 1 3 0 3 1 4 0 0 0 0 +30 mins. 0 7 0 7 0 0 0 0 0 1 2 3 0 0 0 0 +45 mins. 0 2 0 2 1 0 0 1 0 1 4 5 0 0 0 0 Total Volume 2 14 0 16 3 0 2 5 0 7 7 14 0 0 0 0 %App.Total 12.5 87.5 0 60 0 40 0 50 50 0 0 0 P H F .500 .500 .000 .571 .375 .000 .500 .417 .000 .583 .438 .700 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:07:00 AM 16 0 14 2 Ri ht Thru Left Peak Hour Data Q p 0 0 North (D G) C) �N T. CD ° Tru cks �� o 0 C: o �� o o7 oQ o c W I Left Thru Right 0 7 7 14 In-Peak Hour:07:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Tractor Trailer Osgood St Great Pond Rd Osgood St Drwy From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 06:00 AM 1 1 0 1 0 0 0 0 0 0 0 0 3 06:15 AM 1 0 0 0 0 1 0 0 0 0 0 0 2 06:30 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 06:45 AM 0 1 0 0 0 0 0 0 1 0 0 0 2 Total 2 2 0 1 0 1 0 1 1 0 0 0 8 07:00 AM 0 2 0 0 0 1 0 0 0 0 0 0 3 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 1 2 0 0 0 0 0 1 1 0 0 0 5 07:45 AM 0 1 0 0 0 0 0 0 4 0 0 0 5 Total 1 5 0 0 0 1 0 1 5 0 0 0 13 08:00 AM 0 0 0 0 0 0 0 0 1 0 0 0 1 08:15 AM 0 0 0 0 0 0 0 1 2 0 0 0 3 08:30 AM 2 1 0 0 0 0 0 0 0 0 0 0 3 08:45 AM 1 1 0 1 0 0 0 0 0 0 0 0 3 Total 3 2 0 1 0 0 0 1 3 0 0 0 10 Grand Total 6 9 0 2 0 2 0 3 9 0 0 0 31 Apprch% 40 60 0 50 0 50 0 25 75 0 0 0 Total% 19.4 29 0 6.5 0 6.5 0 9.7 29 0 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Great Pond Rd Osgood St Drwy From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 1 2 0 3 0 0 0 0 0 1 1 2 0 0 0 0 5 07:45 AM 0 1 0 1 0 0 0 0 0 0 4 4 0 0 0 0 5 08:00 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 08:15 AM 0 0 0 0 0 0 0 0 0 1 2 3 0 0 0 0 3 Total Volume 1 3 0 4 0 0 0 0 0 2 8 10 0 0 0 0 14 %App.Total 25 75 0 0 0 0 0 20 80 0 0 0 PHF .250 .375 .000 .333 .000 .000 .000 .000 .000 .500 .500 .625 .000 .000 .000 .000 .700 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 0 H4 oL 3 1 Ri ht Thru Left L* Peak Hour Data -O 0 0 North C9 G) O O v O Peak Hour Begins at 07:30 AM o o o M CL 0 0 Tractor Trailer Q p o 0 v co— I Left Thru Right 0 2 8 3 10 13 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:45 AM 06:00 AM 07:30 AM 06:00 AM +0 mins. 0 1 0 1 1 0 0 1 0 1 1 2 0 0 0 0 +15 mins. 0 2 0 2 0 0 1 1 0 0 4 4 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 +45 mins. 1 2 0 3 0 0 0 0 0 1 2 3 0 0 0 0 Total Volume 1 5 0 6 1 0 1 2 0 2 8 10 0 0 0 0 %App.Total 16.7 83.3 0 50 0 50 0 20 80 0 0 0 PHF .250 .625 .000 .500 .250 .000 .250 .500 .000 .500 .500 .625 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:06:45 AM 0 5 1 Ri ht Thru Left Peak Hour Data Q p 0 0 North v G) O T. CD O _ ° �� Tractor Trailer �� o 0 _ � o ~ O N Q a 0� oQ 1 D Left Thru Right 0 2 8 10 In-Peak Hour:07:30 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Buses Osgood St Great Pond Rd Osgood St Drwy From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 06:00 AM 0 1 0 0 0 0 0 1 0 0 0 0 2 06:15 AM 0 8 0 0 0 0 0 0 0 0 0 0 8 06:30 AM 1 14 0 0 0 0 0 0 0 0 0 0 15 06:45 AM 0 5 0 0 0 0 0 1 1 0 0 0 7 Total 1 28 0 0 0 0 0 2 1 0 0 0 32 07:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 1 07:15 AM 0 0 0 0 0 0 0 2 0 0 0 0 2 07:30 AM 0 1 0 0 0 0 0 1 1 0 0 0 3 07:45 AM 0 3 0 1 0 0 0 0 0 0 0 0 4 Total 0 5 0 1 0 0 0 3 1 0 0 0 10 08:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 1 08:15 AM 0 0 0 1 0 0 0 0 0 0 0 0 1 08:30 AM 0 0 0 0 0 1 0 7 0 0 0 0 8 08:45 AM 0 4 0 0 0 2 0 13 0 0 0 0 19 Total 0 5 0 1 0 3 0 20 0 0 0 0 29 Grand Total 1 38 0 2 0 3 0 25 2 0 0 0 71 Apprch% 2.6 97.4 0 40 0 60 0 92.6 7.4 0 0 0 Total% 1.4 53.5 0 2.8 0 4.2 0 35.2 2.8 0 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Great Pond Rd Osgood St Drwy From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 06:15 AM 0 8 0 8 0 0 0 0 0 0 0 0 0 0 0 0 8 06:30 AM 1 14 0 15 0 0 0 0 0 0 0 0 0 0 0 0 15 06:45 AM 0 5 0 5 0 0 0 0 0 1 1 2 0 0 0 0 7 Total Volume 1 28 0 29 0 0 0 0 0 2 1 3 0 0 0 0 32 %App.Total 3.4 96.6 0 0 0 0 0 66.7 33.3 0 0 0 PHF .250 .500 .000 .483 .000 .000 .000 .000 .000 .500 .250 .375 .000 .000 .000 .000 .533 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 22 29F 31 oL 28 1 Ri ht Thru Left L* Peak Hour Data -O 0 0 North G) O O v O Peak Hour Begins at 06:00 AM o O O CL O CDBuses r Q p O o v N Left Thru Right 0 2 1 28 3 31 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:00 AM 08:00 AM 08:00 AM 06:00 AM +0 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 8 0 8 1 0 0 1 0 0 0 0 0 0 0 0 +30 mins. 1 14 0 15 0 0 1 1 0 7 0 7 0 0 0 0 +45 mins. 0 5 0 5 0 0 2 2 0 13 0 13 0 0 0 0 Total Volume 1 28 0 29 1 0 3 4 0 20 0 20 0 0 0 0 %App.Total 3.4 96.6 0 25 0 75 0 100 0 0 0 0 PHF .250 .500 .000 .483 .250 .000 .375 .500 .000 .385 .000 .385 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:06:00 AM 29 0 28 1 Ri ht Thru Left Peak Hour Data Q p 0 0 North (D G) ° Buses �� ° 0 � o �� o �o7 oQ 1 D Left Thru Right 0 20 0 20 In-Peak Hour:08:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Bikes Peds Osgood St Great Pond Rd Osgood St Drwy From North From East From South From West Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peas Left Thru L Right Peds Exclu.Total Inclu.Total Int.Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Apprch% 0 0 0 0 0 0 0 0 0 0 0 0 Total% 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Great Pond Rd Osgood St Drwy From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 0 0 0 oL 0 0 Ri ht Thru Left L* Peak Hour Data -O 0 0 North O G) O O v O Peak Hour Begins at 06:00 AM o o o :3 n o CDBikes Peds Q p ��0 0 v O— I Left Thru Right 0 0 0 DO 0 DO Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:00 AM 06:00 AM 06:00 AM 06:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 0 0 0 0 0 0 PH F .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:06:00 AM DO 0 0 0 Ri ht Thru Left Peak Hour Data Q p 0 0 North (D G) ° Bikes Peds �� o 0 _ � o o o71 oQ o o I Left Thru Right 0 0 0 0 In-Peak Hour:06:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars-Trucks-Buses-Tractor Trailer Osgood St Great Pond Rd Osgood St Drwy From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 04:00 PM 26 150 1 60 0 20 2 292 67 1 0 0 619 04:15 PM 17 184 0 63 0 19 2 282 69 0 1 0 637 04:30 PM 13 197 0 47 0 13 2 299 72 1 0 2 646 04:45 PM 14 165 1 69 0 9 3 330 74 0 0 0 665 Total 70 696 2 239 0 61 9 1203 282 2 1 2 2567 05:00 PM 16 192 2 58 1 23 4 342 70 2 0 1 711 05:15 PM 17 154 1 73 0 27 5 330 105 1 0 2 715 05:30 PM 15 143 1 54 0 14 1 362 78 3 1 1 673 05:45 PM 15 130 2 61 1 23 5 278 79 3 2 6 605 Total 63 619 6 246 2 87 15 1312 332 9 3 10 2704 06:00 PM 14 132 3 64 0 22 2 277 77 2 0 0 593 06:15 PM 17 114 0 56 0 13 7 245 62 1 1 2 518 06:30 PM 17 109 1 42 4 9 0 200 55 4 2 2 445 06:45 PM 10 105 0 35 1 6 3 212 53 1 0 1 427 Total 58 460 4 197 5 50 12 934 247 8 3 5 1983 Grand Total 191 1775 12 682 7 198 36 3449 861 19 7 17 7254 Apprch% 9.7 89.7 0.6 76.9 0.8 22.3 0.8 79.4 19.8 44.2 16.3 39.5 Total% 2.6 24.5 0.2 9.4 0.1 2.7 0.5 47.5 11.9 0.3 0.1 0.2 Cars 187 1762 12 678 7 193 36 3419 855 19 7 17 7192 %Cars 97.9 99.3 100 99.4 100 97.5 100 99.1 99.3 100 100 100 99.1 Trucks 4 2 0 2 0 1 0 8 1 0 0 0 18 %Trucks 2.1 0.1 0 0.3 0 0.5 0 0.2 0.1 0 0 0 0.2 Buses 0 4 0 0 0 3 0 17 1 0 0 0 25 % Buses 0 0.2 0 0 0 1.5 0 0.5 0.1 0 0 0 0.3 Tractor Trailer 0 7 0 2 0 1 0 5 4 0 0 0 19 %Tractor Trailer 0 0.4 0 0.3 0 0.5 0 0.1 0.5 0 0 0 0.3 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Great Pond Rd Osgood St Drwy From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 14 165 1 180 69 0 9 78 3 330 74 407 0 0 0 0 665 05:00 PM 16 192 2 210 58 1 23 82 4 342 70 416 2 0 1 3 711 05:15 PM 17 154 1 172 73 0 27 100 5 330 105 440 1 0 2 3 715 05:30 PM 15 143 1 159 54 0 14 68 1 362 78 441 3 1 1 5 673 Total Volume 62 654 5 721 254 1 73 328 13 1364 327 1704 6 1 4 11 2764 %App.Total 8.6 90.7 0.7 77.4 0.3 22.3 0.8 80 19.2 54.5 9.1 36.4 PHF .912 .852 .625 .858 .870 .250 .676 .820 .650 .942 .779 .966 .500 .250 .500 .550 .966 Cars 62 648 5 715 253 1 72 326 13 1357 322 1692 6 1 4 11 2744 %Cars 100 99.1 100 99.2 99.6 100 98.6 99.4 100 99.5 98.5 99.3 100 100 100 100 99.3 Trucks 0 1 0 1 1 0 1 2 0 3 1 4 0 0 0 0 7 %Trucks 0 0.2 0 0.1 0.4 0 1.4 0.6 0 0.2 0.3 0.2 0 0 0 0 0.3 Buses 0 0 0 0 0 0 0 0 0 2 1 3 0 0 0 0 3 %Buses 0 0 0 0 0 0 0 0 0 0.1 0.3 0.2 0 0 0 0 0.1 Tractor Trailer 0 5 0 5 0 0 0 0 0 2 3 5 0 0 0 0 10 %Tractor Trailer 0 0.8 0 0.7 0 0 0 0 0 0.1 0.9 0.3 0 0 0 0 0.4 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 1435 715 2150 4 1 5 2 0 2 2 5 7 1443 721 2164 5 648 62 0 1 0 0 0 0 0 5 0 5 654 62 Ri ht Thru Left Peak Hour Data _0 0 0 0 0 75MCY) c0 o 0o(o=- w wC � � o w °° G) �000� Peak Hour Begins at04:45PN/ w00—K) CD Cars o NJ ~ Trucks 000— cc0000ivrn Q lt000'IT rn000rn uses Tractor Trailer �CD O moo—w - �o cow�w�— Left Thru Right 13 1357 322 0 3 1 0 2 1 0 2 3 13 1364 327 905 1692 F2597 2 4 6 0 3 3 5 5 10 912 1704 2616 Out In Total 0sannd St Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 05:15 PM 04:45 PM 05:45 PM +0 mins. 17 184 0 201 73 0 27 100 3 330 74 407 3 2 6 11 +15 mins. 13 197 0 210 54 0 14 68 4 342 70 416 2 0 0 2 +30 mins. 14 165 1 180 61 1 23 85 5 330 105 440 1 1 2 4 +45 mins. 16 192 2 210 64 0 22 86 1 362 78 441 4 2 2 8 Total Volume 60 738 3 801 252 1 86 339 13 1364 327 1704 10 5 10 25 %App.Total 7.5 92.1 0.4 74.3 0.3 25.4 0.8 80 19.2 40 20 40 PHF .882 .937 .375 .954 .863 .250 .796 .848 .650 .942 .779 .966 .625 .625 .417 .568 Accurate Counts 978-664-2565 Cars 59 731 3 793 251 1 85 337 13 1357 322 1692 10 5 10 25 %Cars 98.3 99.1 100 99 99.6 100 98.8 99.4 100 99.5 98.5 99.3 100 100 100 100 Trucks 1 1 0 2 1 0 1 2 0 3 1 4 0 0 0 0 %Trucks 1.7 0.1 0 0.2 0.4 0 1.2 0.6 0 0.2 0.3 0.2 0 0 0 0 Buses 0 1 0 1 0 0 0 0 0 2 1 3 0 0 0 0 % Buses 0 0.1 0 0.1 0 0 0 0 0 0.1 0.3 0.2 0 0 0 0 Tractor Trailer 0 5 0 5 0 0 0 0 0 2 3 5 0 0 0 0 %Tractor Trailer 0 0.7 0 0.6 0 0 0 0 0 0.1 0.9 0.3 0 0 0 0 Osgood St In-Peak Hour:04:15 PM 793 2 1 5 801 3 731 59 0 1 1 0 1 0 0 5 0 3 738 60 RI ON Thru Left Peak Hour Data LO o o o o o} 0 �00 CD G) o�000� Cars rnoo cn x-CD � N N U")000u Trucks o= Buses c o Tractor Trailer 000 c000N)--4 00000 cn� _ CD N N U Cal MCDCD Left Thru Right 13 1357 322 0 3 1 0 2 1 0 2 3 13 1364 327 1692 4 3 5 1704 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Cars Osgood St Great Pond Rd Osgood St Drwy From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 04:00 PM 24 148 1 60 0 19 2 288 66 1 0 0 609 04:15 PM 16 181 0 61 0 16 2 272 69 0 1 0 618 04:30 PM 13 197 0 47 0 13 2 296 72 1 0 2 643 04:45 PM 14 162 1 69 0 9 3 328 74 0 0 0 660 Total 67 688 2 237 0 57 9 1184 281 2 1 2 2530 05:00 PM 16 191 2 58 1 23 4 341 70 2 0 1 709 05:15 PM 17 153 1 73 0 26 5 328 101 1 0 2 707 05:30 PM 15 142 1 53 0 14 1 360 77 3 1 1 668 05:45 PM 15 130 2 61 1 23 5 276 79 3 2 6 603 Total 63 616 6 245 2 86 15 1305 327 9 3 10 2687 06:00 PM 14 131 3 64 0 22 2 277 77 2 0 0 592 06:15 PM 17 114 0 56 0 13 7 243 62 1 1 2 516 06:30 PM 16 109 1 41 4 9 0 200 55 4 2 2 443 06:45 PM 10 104 0 35 1 6 3 210 53 1 0 1 424 Total 57 458 4 196 5 50 12 930 247 8 3 5 1975 Grand Total 187 1762 12 678 7 193 36 3419 855 19 7 17 7192 Apprch% 9.5 89.9 0.6 77.2 0.8 22 0.8 79.3 19.8 44.2 16.3 39.5 Total% 2.6 24.5 0.2 9.4 0.1 2.7 0.5 47.5 11.9 0.3 0.1 0.2 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Great Pond Rd Osgood St Drwy From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 14 162 1 177 69 0 9 78 3 328 74 405 0 0 0 0 660 05:00 PM 16 191 2 209 58 1 23 82 4 341 70 415 2 0 1 3 709 05:15 PM 17 153 1 171 73 0 26 99 5 328 101 434 1 0 2 3 707 05:30 PM 15 142 1 158 53 0 14 67 1 360 77 438 3 1 1 5 668 Total Volume 62 648 5 715 253 1 72 326 13 1357 322 1692 6 1 4 11 2744 %App.Total 8.7 90.6 0.7 77.6 0.3 22.1 0.8 80.2 19 54.5 9.1 36.4 P H F .912 .848 .625 .855 .866 .250 .692 .823 .650 .942 .797 .966 .500 .250 .500 .550 .968 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 1435 715 2150 5L 648 62 Ri ht Thru Left L* Peak Hour Data C) 75 M � Wo coon North 3 y G) N CD Peak Hour Begins at 04:45 PM o Cars Q _ (DD N �h CA) O r Left Thru Right 13 1357 322 L1692 F2597 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 05:15 PM 04:45 PM 05:45 PM +0 mins. 16 181 0 197 73 0 26 99 3 328 74 405 3 2 6 11 +15 mins. 13 197 0 210 53 0 14 67 4 341 70 415 2 0 0 2 +30 mins. 14 162 1 177 61 1 23 85 5 328 101 434 1 1 2 4 +45 mins. 16 191 2 209 64 0 22 86 1 360 77 438 4 2 2 8 Total Volume 59 731 3 793 251 1 85 337 13 1357 322 1692 10 5 10 25 %App.Total 7.4 92.2 0.4 74.5 0.3 25.2 0.8 80.2 19 40 20 40 PHF .922 .928 .375 .944 .860 .250 .817 .851 .650 .942 .797 .966 .625 .625 .417 .568 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:04:15 PM 793 3 731 59 Ri ht Thru Left Peak Hour Data LO � North c3 CO v G) o= Cars �� w o �o� _ CD N Left Thru Right 13 1357 322 1692 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Trucks Osgood St Great Pond Rd Osgood St Drwy From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 04:00 PM 2 0 0 0 0 0 0 0 0 0 0 0 2 04:15 PM 1 1 0 1 0 0 0 1 0 0 0 0 4 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 Total 3 1 0 1 0 0 0 2 0 0 0 0 7 05:00 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 05:15 PM 0 0 0 0 0 1 0 0 1 0 0 0 2 05:30 PM 0 1 0 1 0 0 0 1 0 0 0 0 3 05:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 Total 0 1 0 1 0 1 0 3 1 0 0 0 7 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 06:30 PM 1 0 0 0 0 0 0 0 0 0 0 0 1 06:45 PM 0 0 0 0 0 0 0 2 0 0 0 0 2 Total 1 0 0 0 0 0 0 3 0 0 0 0 4 Grand Total 4 2 0 2 0 1 0 8 1 0 0 0 18 Apprch% 66.7 33.3 0 66.7 0 33.3 0 88.9 11.1 0 0 0 Total% 22.2 11.1 0 11.1 0 5.6 0 44.4 5.6 0 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Great Pond Rd Osgood St Drwy From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 04:15 PM 1 1 0 2 1 0 0 1 0 1 0 1 0 0 0 0 4 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 Total Volume 3 1 0 4 1 0 0 1 0 2 0 2 0 0 0 0 7 %App.Total 75 25 0 100 0 0 0 100 0 0 0 0 PHF .375 .250 .000 .500 .250 .000 .000 .250 .000 .500 .000 .500 .000 .000 .000 .000 .438 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 0 H4 oL 1 3 Ri ht Thru Left L* Peak Hour Data -O 0 0 North �`' G) O O v O Peak Hour Begins at 04:00 PM o O : O CDTrucks Q 0 E �h O W Left Thru Right 0 2 0 0 2 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:45 PM 04:45 PM 04:00 PM +0 mins. 2 0 0 2 0 0 0 0 0 1 0 1 0 0 0 0 +15 mins. 1 1 0 2 0 0 0 0 0 1 0 1 0 0 0 0 +30 mins. 0 0 0 0 0 0 1 1 0 0 1 1 0 0 0 0 +45 mins. 0 0 0 0 1 0 0 1 0 1 0 1 0 0 0 0 Total Volume 3 1 0 4 1 0 1 2 0 3 1 4 0 0 0 0 %App.Total 75 25 0 50 0 50 0 75 25 0 0 0 PHF .375 .250 .000 .500 .250 .000 .250 .500 .000 .750 .250 1.000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:04:00 PM 0 1 3 Ri ht Thru Left Peak Hour Data C� North v G) O T. CD O _ ° Trucks �� o 0 _ � o ~ O N Q 1 Left Thru Right 0 3 1 4 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Tractor Trailer Osgood St Great Pond Rd Osgood St Drwy From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 04:00 PM 0 1 0 0 0 0 0 0 1 0 0 0 2 04:15 PM 0 1 0 1 0 1 0 2 0 0 0 0 5 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 3 0 0 0 0 0 1 0 0 0 0 4 Total 0 5 0 1 0 1 0 3 1 0 0 0 11 05:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 05:15 PM 0 1 0 0 0 0 0 1 3 0 0 0 5 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 Total 0 2 0 0 0 0 0 2 3 0 0 0 7 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM 0 0 0 1 0 0 0 0 0 0 0 0 1 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 1 0 0 0 0 0 0 0 0 1 Grand Total 0 7 0 2 0 1 0 5 4 0 0 0 19 Apprch% 0 100 0 66.7 0 33.3 0 55.6 44.4 0 0 0 Total% 0 36.8 0 10.5 0 5.3 0 26.3 21.1 0 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Great Pond Rd Osgood St Drwy From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 1 0 1 0 0 0 0 0 0 1 1 0 0 0 0 2 04:15 PM 0 1 0 1 1 0 1 2 0 2 0 2 0 0 0 0 5 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 3 0 3 0 0 0 0 0 1 0 1 0 0 0 0 4 Total Volume 0 5 0 5 1 0 1 2 0 3 1 4 0 0 0 0 11 %App.Total 0 100 0 50 0 50 0 75 25 0 0 0 PHF .000 .417 .000 .417 .250 .000 .250 .250 .000 .375 .250 .500 .000 .000 .000 .000 .550 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total ® H5 0 oL 5 0 Ri ht Thru Left L* Peak Hour Data -o 0 o ° North 3 G) cD o � o Peak Hour Begins at 04:00 PM o o iv :3 CL 0 0 Tractor Trailer Q ° L1 �� 1 W W Left Thru Right 0 3 1 © 4 10 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:30 PM 04:00 PM +0 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 1 0 1 1 0 1 2 0 1 0 1 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 3 0 3 0 0 0 0 0 1 3 4 0 0 0 0 Total Volume 0 5 0 5 1 0 1 2 0 2 3 5 0 0 0 0 %App.Total 0 100 0 50 0 50 0 40 60 0 0 0 PHF .000 .417 .000 .417 .250 .000 .250 .250 .000 .500 .250 .313 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:04:00 PM 05 0 5 0 Ri ht Thru Left Peak Hour Data C� North v G) O T. CD O _ ° �� Tractor Trailer �� o 0 _ � o ~ O N Q a 0� oQ CD E ��1 Left Thru Right 0 2 3 5 In-Peak Hour:04:30 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Buses Osgood St Great Pond Rd Osgood St Drwy From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 04:00 PM 0 1 0 0 0 1 0 4 0 0 0 0 6 04:15 PM 0 1 0 0 0 2 0 7 0 0 0 0 10 04:30 PM 0 0 0 0 0 0 0 3 0 0 0 0 3 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 2 0 0 0 3 0 14 0 0 0 0 19 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 05:30 PM 0 0 0 0 0 0 0 1 1 0 0 0 2 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 2 1 0 0 0 3 06:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 06:15 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 Total 0 2 0 0 0 0 0 1 0 0 0 0 3 Grand Total 0 4 0 0 0 3 0 17 1 0 0 0 25 Apprch% 0 100 0 0 0 100 0 94.4 5.6 0 0 0 Total% 0 16 0 0 0 12 0 68 4 0 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Great Pond Rd Osgood St Drwy From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 1 0 1 0 0 1 1 0 4 0 4 0 0 0 0 6 04:15 PM 0 1 0 1 0 0 2 2 0 7 0 7 0 0 0 0 10 04:30 PM 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 3 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 2 0 2 0 0 3 3 0 14 0 14 0 0 0 0 19 %App.Total 0 100 0 0 0 100 0 100 0 0 0 0 PHF .000 .500 .000 .500 .000 .000 .375 .375 .000 .500 .000 .500 .000 .000 .000 .000 .475 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 17 H2F 19 oL 2 0 Ri ht Thru Left L* Peak Hour Data -O 0 0 North O G) O w v O Peak Hour Begins at 04:00 PM o O w :3 CL O O Buses r Q p O o v w— I Left Thru Right 0 14 0 0 14 16 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 1 0 1 0 0 1 1 0 4 0 4 0 0 0 0 +15 mins. 0 1 0 1 0 0 2 2 0 7 0 7 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 2 0 2 0 0 3 3 0 14 0 14 0 0 0 0 %App.Total 0 100 0 0 0 100 0 100 0 0 0 0 PHF .000 .500 .000 .500 .000 .000 .375 .375 .000 .500 .000 .500 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:04:00 PM 0 0 2 0 Ri ht Thru Left Peak Hour Data C� North (D G) o _ ° Buses �� ° 0 �_ � o W71 73 o o� a o� oQ E o o I Left Thru Right 0 14 0 14 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No : 1 Groups Printed-Bikes Peds Osgood St Great Pond Rd Osgood St Drwy From North From East From South From West Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peas Left Thru L Right Peds Exclu.Total Inclu.Total Int.Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 1 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 1 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 1 Apprch% 0 0 0 0 0 0 0 0 100 0 0 0 Total% 0 0 0 0 0 0 0 0 100 0 0 0 0 100 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :2 Osgood St Great Pond Rd Osgood St Drwy From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 Total Volume 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 %App.Total 0 0 0 0 0 0 0 0 100 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .250 .000 .000 .000 .000 .250 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :3 Osgood St Out In Total 0 0 0 oL 0 0 Ri ht Thru Left L* Peak Hour Data -O 0 O ° North 3 G) O O v O Peak Hour Begins at 04:45 PM o O O C n O CDBikes Peds Q p ��O 0 v Left Thru Right 0 0 1 DO 1 0 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:45 PM 04:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 %App.Total 0 0 0 0 0 0 0 0 100 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .250 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010009 E/W Street:Great Pond Road/Driveway Site Code :27010009 City/State : North Andover, MA Start Date :9/6/2018 Weather : Cloudy/Rain Page No :4 Osgood St In-Peak Hour:04:00 PM DO 0 0 0 Ri ht Thru Left Peak Hour Data C� North (D G) o _ ° Bikes Peds �� o 0 _ � o o o71 a o� oQ E CD o I Left Thru Right 0 0 1 1 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010010 E/W Street:Oxford Road Site Code :27010010 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No : 1 Groups Printed-Cars-Trucks South Main Street Oxford Road South Main Street Oxford Road From North From East From South From West Start Time Left Thru Right Left L Thru Right Left Thru Right Left L Thru Right Int.Total 06:00 AM 5 123 1 5 0 8 1 28 4 1 0 0 176 06:15 AM 9 184 2 7 0 12 0 63 7 0 0 1 285 06:30 AM 6 209 1 1 0 21 0 69 1 1 0 0 309 06:45 AM 8 273 5 9 0 23 0 86 3 2 0 0 409 Total 28 789 9 22 0 64 1 246 15 4 0 1 1179 07:00 AM 19 299 0 9 0 21 1 80 2 2 0 1 434 07:15 AM 8 355 3 5 0 12 1 93 3 1 0 1 482 07:30 AM 21 377 2 13 0 23 0 108 7 0 0 0 551 07:45 AM 23 433 2 8 1 36 1 114 8 0 0 0 626 Total 71 1464 7 35 1 92 3 395 20 3 0 2 2093 08:00 AM 14 353 2 9 1 16 1 106 3 0 1 0 506 08:15 AM 13 292 4 2 1 22 1 101 8 5 0 1 450 08:30 AM 21 306 2 4 1 13 0 98 6 1 0 1 453 08:45 AM 19 233 3 3 0 5 1 132 9 2 0 4 411 Total 67 1184 11 18 3 56 3 437 26 8 1 6 1820 Grand Total 166 3437 27 75 4 212 7 1078 61 15 1 9 5092 Apprch% 4.6 94.7 0.7 25.8 1.4 72.9 0.6 94.1 5.3 60 4 36 Total% 3.3 67.5 0.5 1.5 0.1 4.2 0.1 21.2 1.2 0.3 0 0.2 Cars 166 3363 27 75 4 207 7 1021 55 14 0 8 4947 %Cars 100 97.8 100 100 100 97.6 100 94.7 90.2 93.3 0 88.9 97.2 Trucks 0 74 0 0 0 5 0 57 6 1 1 1 145 %Trucks 0 2.2 0 0 0 2.4 0 5.3 9.8 6.7 100 11.1 2.8 Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No :2 South Main Street Oxford Road South Main Street Oxford Road From North From East From South From West Start Time LLeft Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 8 355 3 366 5 0 12 17 1 93 3 97 1 0 1 2 482 07:30 AM 21 377 2 400 13 0 23 36 0 108 7 115 0 0 0 0 551 07:45 AM 23 433 2 458 8 1 36 45 1 114 8 123 0 0 0 0 626 08:00 AM 14 353 2 369 9 1 16 26 1 106 3 110 0 1 0 1 506 Total Volume 66 1518 9 1593 35 2 87 124 3 421 21 445 1 1 1 3 2165 %App.Total 4.1 95.3 0.6 28.2 1.6 70.2 0.7 94.6 4.7 33.3 33.3 33.3 PHF .717 .876 .750 .870 .673 .500 .604 .689 .750 .923 .656 .904 .250 .250 .250 .375 .865 Cars 66 1495 9 1570 35 2 86 123 3 408 20 431 1 0 1 2 2126 %Cars 100 98.5 100 98.6 100 100 98.9 99.2 100 96.9 95.2 96.9 100 0 100 66.7 98.2 Trucks 0 23 0 23 0 0 1 1 0 13 1 14 0 1 0 1 39 %Trucks 0 1.5 0 1.4 0 0 1.1 0.8 0 3.1 4.8 3.1 0 100 0 33.3 1.8 Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No :3 South Main Street Out In Total 495 F 1570 F 2065 14 23 37 509 1593 2102 9 1495 66 0 23 0 9 1518 66 7Ri ht Thru eft Peak Hour Data _CO - 0 0 North Oo CO O O X, O Peak Hour Begins at 07:15 AM Q N N ~ Cars NON p X O �O� �CD Trucks CD p w w o C31 O M N Left Thru Ri ht 3 408 20 0 13 1 3 421 21 1531 F 431 1962 23 14 37 1554 445 1999 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:30 AM 08:00 AM 08:00 AM +0 mins. 8 355 3 366 13 0 23 36 1 106 3 110 0 1 0 1 +15 mins. 21 377 2 400 8 1 36 45 1 101 8 110 5 0 1 6 +30 mins. 23 433 2 458 9 1 16 26 0 98 6 104 1 0 1 2 +45 mins. 14 353 2 369 2 1 22 25 1 132 9 142 2 0 4 6 Total Volume 66 1518 9 1593 32 3 97 132 3 437 26 466 8 1 6 15 %App.Total 4.1 95.3 0.6 24.2 2.3 73.5 0.6 93.8 5.6 53.3 6.7 40 PHF .717 .876 .750 .870 .615 .750 .674 .733 .750 .828 .722 .820 .400 .250 .375 .625 Cars 66 1495 9 1570 32 3 95 130 3 414 25 442 8 0 5 13 Accurate Counts 978-664-2565 %Cars 100 98.5 100 98.6 100 100 97.9 98.5 100 94.7 96.2 94.8 100 0 83.3 86.7 Trucks 0 23 0 23 0 0 2 2 0 23 1 24 0 1 1 2 Trucks 0 1.5 0 1.4 0 0 2.1 1.5 0 5.3 3.8 5.2 0 100 16.7 13.3 South Main Street In-Peak Hour:07:15 AM 1570 23 1593 9 1495 66 0 23 0 9 1518 66 Ri ht Thru Left Peak Hour Data Q CO o ao CD -0� CD North �NM O x �°,o�N� o�� L Cars � o 0 Trucks �3 w G, p ~ W CD N N CD p p O a� Ln—cow, WQ � r C N O N D Left Thru Ri ht 3 414 25 0 23 1 3 437 26 442 24 466 In-Peak Hour:08:00 AM Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No :5 Groups Printed-Cars South Main Street Oxford Road South Main Street Oxford Road From North From East From South From West Start Time Left Thru Right Left L Thru Right Left Thru Right Left L Thru Right Int.Total 06:00 AM 5 117 1 5 0 8 1 27 4 1 0 0 169 06:15 AM 9 177 2 7 0 12 0 54 5 0 0 1 267 06:30 AM 6 204 1 1 0 21 0 65 1 1 0 0 300 06:45 AM 8 267 5 9 0 22 0 79 1 2 0 0 393 Total 28 765 9 22 0 63 1 225 11 4 0 1 1129 07:00 AM 19 291 0 9 0 19 1 74 2 1 0 1 417 07:15 AM 8 349 3 5 0 12 1 91 2 1 0 1 473 07:30 AM 21 373 2 13 0 23 0 104 7 0 0 0 543 07:45 AM 23 427 2 8 1 36 1 113 8 0 0 0 619 Total 71 1440 7 35 1 90 3 382 19 2 0 2 2052 08:00 AM 14 346 2 9 1 15 1 100 3 0 0 0 491 08:15 AM 13 284 4 2 1 21 1 96 7 5 0 1 435 08:30 AM 21 300 2 4 1 13 0 94 6 1 0 1 443 08:45 AM 19 228 3 3 0 5 1 124 9 2 0 3 397 Total 67 1158 11 18 3 54 3 414 25 8 0 5 1766 Grand Total 166 3363 27 75 4 207 7 1021 55 14 0 8 4947 Apprch% 4.7 94.6 0.8 26.2 1.4 72.4 0.6 94.3 5.1 63.6 0 36.4 Total% 3.4 68 0.5 1.5 0.1 4.2 0.1 20.6 1.1 0.3 0 0.2 Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No :6 South Main Street Oxford Road South Main Street Oxford Road From North From East From South From West Start Time LLeft Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 8 349 3 360 5 0 12 17 1 91 2 94 1 0 1 2 473 07:30 AM 21 373 2 396 13 0 23 36 0 104 7 111 0 0 0 0 543 07:45 AM 23 427 2 452 8 1 36 45 1 113 8 122 0 0 0 0 619 08:00 AM 14 346 2 362 9 1 15 25 1 100 3 104 0 0 0 0 491 Total Volume 66 1495 9 1570 35 2 86 123 3 408 20 431 1 0 1 2 2126 %App.Total 4.2 95.2 0.6 28.5 1.6 69.9 0.7 94.7 4.6 50 0 50 PHF .717 .875 .750 .868 .673 .500 .597 .683 .750 .903 .625 .883 .250 .000 .250 .250 .859 Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No :7 South Main Street Out In Total 495 1570F 2065 9 1495 66 7Ri ht Thru eft Peak Hour Data 7� o O 00 North 00O N x 0 � oCL L 0— Peak Hour Begins at 07:15 AM N o x O Cars � W o O o� co— I I Left Thru Ri ht 3 408 20 L"31 1962 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:30 AM 08:00 AM 08:00 AM +0 mins. 8 349 3 360 13 0 23 36 1 100 3 104 0 0 0 0 +15 mins. 21 373 2 396 8 1 36 45 1 96 7 104 5 0 1 6 +30 mins. 23 427 2 452 9 1 15 25 0 94 6 100 1 0 1 2 +45 mins. 14 346 2 362 2 1 21 24 1 124 9 134 2 0 3 5 Total Volume 66 1495 9 1570 32 3 95 130 3 414 25 442 8 0 5 13 %App.Total 4.2 95.2 0.6 24.6 2.3 73.1 0.7 93.7 5.7 61.5 0 38.5 P H F .717 .875 .750 .868 .615 .750 .660 .722 .750 .835 .694 .825 .400 .000 .417 .542 Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No :8 South Main Street In-Peak Hour:07:15 AM 1570 9 1495 66 7Ri ht Thru Left Peak Hour Data Q CD o North co CD -0 CO O ]�2 >, o � o Q o Cars C) O m LO W W r E N >C Left Thru Ri ht 33E 414 25 442 In-Peak Hour:08:00 AM Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No :9 Groups Printed-Trucks South Main Street Oxford Road South Main Street Oxford Road From North From East From South From West Start Time Left Thru Right Left L Thru Right Left Thru Right Left L Thru Right Int.Total 06:00 AM 0 6 0 0 0 0 0 1 0 0 0 0 7 06:15 AM 0 7 0 0 0 0 0 9 2 0 0 0 18 06:30 AM 0 5 0 0 0 0 0 4 0 0 0 0 9 06:45 AM 0 6 0 0 0 1 0 7 2 0 0 0 16 Total 0 24 0 0 0 1 0 21 4 0 0 0 50 07:00 AM 0 8 0 0 0 2 0 6 0 1 0 0 17 07:15 AM 0 6 0 0 0 0 0 2 1 0 0 0 9 07:30 AM 0 4 0 0 0 0 0 4 0 0 0 0 8 07:45 AM 0 6 0 0 0 0 0 1 0 0 0 0 7 Total 0 24 0 0 0 2 0 13 1 1 0 0 41 08:00 AM 0 7 0 0 0 1 0 6 0 0 1 0 15 08:15 AM 0 8 0 0 0 1 0 5 1 0 0 0 15 08:30 AM 0 6 0 0 0 0 0 4 0 0 0 0 10 08:45 AM 0 5 0 0 0 0 0 8 0 0 0 1 14 Total 0 26 0 0 0 2 0 23 1 0 1 1 54 Grand Total 0 74 0 0 0 5 0 57 6 1 1 1 145 Apprch% 0 100 0 0 0 100 0 90.5 9.5 33.3 33.3 33.3 Total% 0 51 0 0 0 3.4 0 39.3 4.1 0.7 0.7 0.7 Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No : 10 South Main Street Oxford Road South Main Street Oxford Road From North From East From South From West Start Time LLeft Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:15 AM 06:15 AM 0 7 0 7 0 0 0 0 0 9 2 11 0 0 0 0 18 06:30 AM 0 5 0 5 0 0 0 0 0 4 0 4 0 0 0 0 9 06:45 AM 0 6 0 6 0 0 1 1 0 7 2 9 0 0 0 0 16 07:00 AM 0 8 0 g 0 0 2 2 0 6 0 6 1 0 0 1 17 Total Volume 0 26 0 26 0 0 3 3 0 26 4 30 1 0 0 1 60 %App.Total 0 100 0 0 0 100 0 86.7 13.3 100 0 0 PHF .000 .813 .000 .813 .000 .000 .375 .375 .000 .722 .500 .682 .250 .000 .000 .250 .833 Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No : 11 South Main Street Out In Total 30 26F 56 0 26 0 7Ri ht Thru eft Peak Hour Data 7� o O North w O o x 0 L CL _0— �� Peak Hour Begins at 06:15 AM o x o o Trucks OCD o O o ]-4 v I Left Thru �Rig�ht 0 261 41 L� 30 56 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 06:15 AM 06:15 AM 08:00 AM +0 mins. 0 6 0 6 0 0 0 0 0 9 2 11 0 1 0 1 +15 mins. 0 7 0 7 0 0 0 0 0 4 0 4 0 0 0 0 +30 mins. 0 g 0 g 0 0 1 1 0 7 2 9 0 0 0 0 +45 mins. 0 6 0 6 0 0 2 2 0 6 0 6 0 0 1 1 Total Volume 0 27 0 27 0 0 3 3 0 26 4 30 0 1 1 2 %App.Total 0 100 0 0 0 100 0 86.7 13.3 0 50 50 PHF .000 .844 .000 .844 .000 .000 .375 .375 .000 .722 .500 .682 .000 .250 .250 .500 Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No : 12 South Main Street In-Peak Hour:07:45 AM 27 0 27 0 7Ri ht Thru Left Peak Hour Data Q o CD o North CD -0 CO �W �O M CDN >, = O=O 0= �� Trucks00 o L r Q E p >C Left Thru �Rig�ht 0 261 41 30 In-Peak Hour:06:15 AM Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No : 13 Grou s Printed-Bikes Peds South Main Street Oxford Road South Main Street Oxford Road From North From East From South From West Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru L Right Righ:t= Peds Exclu.Total Inclu.Total Int.Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 07:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 1 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 2 3 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 2 3 Apprch% 0 100 0 0 0 0 0 0 100 0 0 0 Total% 0 50 0 0 0 0 0 0 50 0 0 0 33.3 66.7 Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No : 14 South Main Street Oxford Road South Main Street Oxford Road From North From East From South From West Start Time LLeft Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:30 AM 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 07:15 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 Total Volume 0 1 0 1 0 0 0 0 0 0 1 1 0 0 0 0 2 %App.Total 0 100 0 0 0 0 0 0 100 0 0 0 PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .250 .250 .000 .000 .000 .000 .500 Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No : 15 South Main Street Out In Total 0 0 0 0 1 0 7Ri ht Thru eft Peak Hour Data 0 0 � o North 3 0 '�O O X 0 OCL o— Peak Hour Begins at 06:30 AM �c o o 0 OX O O Bikes Peds � o O o v I Left Thru Ri ht 0 01 0 1 0 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:15 AM 06:00 AM 06:30 AM 06:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 1 0 1 0 0 0 0 0 0 1 1 0 0 0 0 Total Volume 0 1 0 1 0 0 0 0 0 0 1 1 0 0 0 0 %App.Total 0 100 0 0 0 0 0 0 100 0 0 0 PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .250 .250 .000 .000 .000 .000 Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No : 16 South Main Street In-Peak Hour:06:15 AM 0 0 1 0 7Ri ht Thru Left Peak Hour Data Q o CD o North CD M� CDO o �, = 0 0= �� Bikes Peds o o 00 O m C) o 0- r c E o > I I Left Thru Ri ht 0 01 1 In-Peak Hour:06:30 AM Accurate Counts 978-664-2565 N/S Street:South Main Street File Name :27010010 E/W Street:Oxford Road Site Code :27010010 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No : 1 Groups Printed-Cars-Trucks South Main Street Oxford Road South Main Street Oxford Road From North From East From South From West Start Time Left Thru Right Left L Thru Right Left Thru Right Left L Thru Right Int.Total 04:00 PM 32 153 3 0 0 20 1 301 10 2 0 1 523 04:15 PM 20 143 5 3 1 9 2 317 21 2 1 3 527 04:30 PM 19 147 4 2 0 15 3 364 8 2 0 2 566 04:45 PM 21 122 3 3 0 22 1 364 4 2 2 0 544 Total 92 565 15 8 1 66 7 1346 43 8 3 6 2160 05:00 PM 17 129 6 0 0 20 4 454 18 1 0 3 652 05:15 PM 18 148 3 7 0 7 9 390 27 2 1 4 616 05:30 PM 18 147 7 2 0 15 2 374 20 1 0 2 588 05:45 PM 16 117 8 3 0 11 3 333 16 0 0 2 509 Total 69 541 24 12 0 53 18 1551 81 4 1 11 2365 06:00 PM 33 104 4 6 1 4 7 274 12 0 2 2 449 06:15 PM 17 117 4 7 0 11 5 258 8 2 3 1 433 06:30 PM 17 95 9 8 1 4 4 239 16 4 0 2 399 06:45 PM 18 70 6 10 1 5 7 210 2 1 1 2 333 Total 85 386 23 31 3 24 23 981 38 7 6 7 1614 Grand Total 246 1492 62 51 4 143 48 3878 162 19 10 24 6139 Apprch% 13.7 82.9 3.4 25.8 2 72.2 1.2 94.9 4 35.8 18.9 45.3 Total% 4 24.3 1 0.8 0.1 2.3 0.8 63.2 2.6 0.3 0.2 0.4 Cars 246 1467 62 50 4 143 48 3850 158 19 10 24 6081 %Cars 100 98.3 100 98 100 100 100 99.3 97.5 100 100 100 99.1 Trucks 0 25 0 1 0 0 0 28 4 0 0 0 58 %Trucks 0 1.7 0 2 0 0 0 0.7 2.5 0 0 0 0.9 Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No :2 South Main Street Oxford Road South Main Street Oxford Road From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 21 122 3 146 3 0 22 25 1 364 4 369 2 2 0 4 544 05:00 PM 17 129 6 152 0 0 20 20 4 454 18 476 1 0 3 4 652 05:15 PM 18 148 3 169 7 0 7 14 9 390 27 426 2 1 4 7 616 05:30 PM 18 147 7 172 2 0 15 17 2 374 20 396 1 0 2 3 588 Total Volume 74 546 19 639 12 0 64 76 16 1582 69 1667 6 3 9 18 2400 %App.Total 11.6 85.4 3 15.8 0 84.2 1 94.9 4.1 33.3 16.7 50 PHF .881 .922 .679 .929 .429 .000 .727 .760 .444 .871 .639 .876 .750 .375 .563 .643 .920 Cars 74 537 19 630 12 0 64 76 16 1574 68 1658 6 3 9 18 2382 %Cars 100 98.4 100 98.6 100 0 100 100 100 99.5 98.6 99.5 100 100 100 100 99.3 Trucks 0 9 0 9 0 0 0 0 0 8 1 9 0 0 0 0 18 %Trucks 0 1.6 0 1.4 0 0 0 0 0 0.5 1.4 0.5 0 0 0 0 0.8 Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No :3 South Main Street Out In Total 1644F 630 F 2274 8 9 17 1652 639 2291 19 537 74 0 9 0 19 546 74 7Ri ht Thru eft Peak Hour Data 6 0 0 North �oM O M COx 0 0 CO o CO Peak Hour Begins at 04:45 PM _ CL _0 Cars Cars 000 morn o x O rn o rn Trucks �n o� � r �M NON K.) N� CD O N N N F* Left Thru Ri ht 16 1574 68 0 8 1 16 1582 69 558F 1658 F 2216 9 9 18 567 1667 2234 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:30 PM 04:45 PM 06:00 PM +0 mins. 32 153 3 188 2 0 15 17 1 364 4 369 0 2 2 4 +15 mins. 20 143 5 168 3 0 22 25 4 454 18 476 2 3 1 6 +30 mins. 19 147 4 170 0 0 20 20 9 390 27 426 4 0 2 6 +45 mins. 21 122 3 146 7 0 7 14 2 374 20 396 1 1 2 4 Total Volume 92 565 15 672 12 0 64 76 16 1582 69 1667 7 6 7 20 %App.Total 13.7 84.1 2.2 15.8 0 84.2 1 94.9 4.1 35 30 35 PHF .719 .923 .750 .894 .429 .000 .727 .760 .444 .871 .639 .876 .438 .500 .875 .833 Cars 92 553 15 660 12 0 64 76 16 1574 68 1658 7 6 7 20 Accurate Counts 978-664-2565 %Cars 100 97.9 100 98.2 100 0 100 100 100 99.5 98.6 99.5 100 100 100 100 Trucks 0 12 0 12 0 0 0 0 0 8 1 9 0 0 0 0 Trucks 0 2.1 0 1.8 0 0 0 0 0 0.5 1.4 0.5 0 0 0 0 South Main Street In-Peak Hour:04:00 PM 660 12 672 15 553 92 0 12 0 15 565 92 Ri ht Thru LLefte L+ Peak Hour Data tioti CD -O� CD North �0 O ca0000 x O N N (.0o fl cD Cars ~' o° o �� Trucks �� o� o0o rnornOO Od o r- W Q E N CD N Left Thru Ri ht 16 1574 68 0 8 1 16 1582 69 1658 9 1667 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No :5 Groups Printed-Cars South Main Street Oxford Road South Main Street Oxford Road From North From East From South From West Start Time Left Thru Right Left L Thru Right Left Thru Right Left L Thru Right Int.Total 04:00 PM 32 148 3 0 0 20 1 294 10 2 0 1 511 04:15 PM 20 140 5 3 1 9 2 315 20 2 1 3 521 04:30 PM 19 144 4 2 0 15 3 361 7 2 0 2 559 04:45 PM 21 121 3 3 0 22 1 361 4 2 2 0 540 Total 92 553 15 8 1 66 7 1331 41 8 3 6 2131 05:00 PM 17 127 6 0 0 20 4 451 18 1 0 3 647 05:15 PM 18 146 3 7 0 7 9 389 26 2 1 4 612 05:30 PM 18 143 7 2 0 15 2 373 20 1 0 2 583 05:45 PM 16 116 8 3 0 11 3 333 16 0 0 2 508 Total 69 532 24 12 0 53 18 1546 80 4 1 11 2350 06:00 PM 33 103 4 5 1 4 7 271 12 0 2 2 444 06:15 PM 17 115 4 7 0 11 5 257 7 2 3 1 429 06:30 PM 17 94 9 8 1 4 4 237 16 4 0 2 396 06:45 PM 18 70 6 10 1 5 7 208 2 1 1 2 331 Total 85 382 23 30 3 24 23 973 37 7 6 7 1600 Grand Total 246 1467 62 50 4 143 48 3850 158 19 10 24 6081 Apprch% 13.9 82.6 3.5 25.4 2 72.6 1.2 94.9 3.9 35.8 18.9 45.3 Total% 4 24.1 1 0.8 0.1 2.4 0.8 63.3 2.6 0.3 0.2 0.4 Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No :6 South Main Street Oxford Road South Main Street Oxford Road From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 21 121 3 145 3 0 22 25 1 361 4 366 2 2 0 4 540 05:00 PM 17 127 6 150 0 0 20 20 4 451 18 473 1 0 3 4 647 05:15 PM 18 146 3 167 7 0 7 14 9 389 26 424 2 1 4 7 612 05:30 PM 18 143 7 168 2 0 15 17 2 373 20 395 1 0 2 3 583 Total Volume 74 537 19 630 12 0 64 76 16 1574 68 1658 6 3 9 18 2382 %App.Total 11.7 85.2 3 15.8 0 84.2 1 94.9 4.1 33.3 16.7 50 PHF .881 .920 .679 .938 .429 .000 .727 .760 .444 .873 .654 .876 .750 .375 .563 .643 .920 Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No :7 South Main Street Out In Total 1644 630F 2274 19 537 74 7Ri ht Thru eft Peak Hour Data 76Ln o � � �O North O m00 x 0 CL o— Peak Hour Begins at 04:45 PM ��o 0 x p Cars O N N N al Left Thru Ri ht 16 1574 68 558 1658 2216 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:30 PM 04:45 PM 06:00 PM +0 mins. 32 148 3 183 2 0 15 17 1 361 4 366 0 2 2 4 +15 mins. 20 140 5 165 3 0 22 25 4 451 18 473 2 3 1 6 +30 mins. 19 144 4 167 0 0 20 20 9 389 26 424 4 0 2 6 +45 mins. 21 121 3 145 7 0 7 14 2 373 20 395 1 1 2 4 Total Volume 92 553 15 660 12 0 64 76 16 1574 68 1658 7 6 7 20 %App.Total 13.9 83.8 2.3 15.8 0 84.2 1 94.9 4.1 35 30 35 PHF .719 .934 .750 .902 .429 .000 .727 .760 .444 .873 .654 .876 .438 .500 .875 .833 Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No :8 South Main Street In-Peak Hour:04:00 PM 660 15 553 92 7Ri ht Thru Left Peak Hour Data CD o North rn CD -o� � O IN >CO = 0 O, Q o= �� Cars o rn 00 0 CD o Left Thru Ri ht 16 1574 68 1658 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No :9 Groups Printed-Trucks South Main Street Oxford Road South Main Street Oxford Road From North From East From South From West Start Time Left Thru Right Left L Thru Right Left Thru Right Left L Thru Right Int.Total 04:00 PM 0 5 0 0 0 0 0 7 0 0 0 0 12 04:15 PM 0 3 0 0 0 0 0 2 1 0 0 0 6 04:30 PM 0 3 0 0 0 0 0 3 1 0 0 0 7 04:45 PM 0 1 0 0 0 0 0 3 0 0 0 0 4 Total 0 12 0 0 0 0 0 15 2 0 0 0 29 05:00 PM 0 2 0 0 0 0 0 3 0 0 0 0 5 05:15 PM 0 2 0 0 0 0 0 1 1 0 0 0 4 05:30 PM 0 4 0 0 0 0 0 1 0 0 0 0 5 05:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 Total 0 9 0 0 0 0 0 5 1 0 0 0 15 06:00 PM 0 1 0 1 0 0 0 3 0 0 0 0 5 06:15 PM 0 2 0 0 0 0 0 1 1 0 0 0 4 06:30 PM 0 1 0 0 0 0 0 2 0 0 0 0 3 06:45 PM 0 0 0 0 0 0 0 2 0 0 0 0 2 Total 0 4 0 1 0 0 0 8 1 0 0 0 14 Grand Total 0 25 0 1 0 0 0 28 4 0 0 0 58 Apprch% 0 100 0 100 0 0 0 87.5 12.5 0 0 0 Total% 0 43.1 0 1.7 0 0 0 48.3 6.9 0 0 0 Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No : 10 South Main Street Oxford Road South Main Street Oxford Road From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 5 0 5 0 0 0 0 0 7 0 7 0 0 0 0 12 04:15 PM 0 3 0 3 0 0 0 0 0 2 1 3 0 0 0 0 6 04:30 PM 0 3 0 3 0 0 0 0 0 3 1 4 0 0 0 0 7 04:45 PM 0 1 0 1 0 0 0 0 0 3 0 3 0 0 0 0 4 Total Volume 0 12 0 12 0 0 0 0 0 15 2 17 0 0 0 0 29 %App.Total 0 100 0 0 0 0 0 88.2 11.8 0 0 0 PHF .000 .600 .000 .600 .000 .000 .000 .000 .000 .536 .500 .607 .000 .000 .000 .000 .604 Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No : 11 South Main Street Out In Total 15 12F 27 0 12 0 7Ri ht Thru eft Peak Hour Data 76 0 0 _0North o O x 0 0 0 oCL L _ o— Peak Hour Begins at 04:00 PM o o 0 x o o Trucks OCD o O o v N Left Thru Ri ht 0 152 12 17 29 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 05:15 PM 04:00 PM 04:00 PM +0 mins. 0 5 0 5 0 0 0 0 0 7 0 7 0 0 0 0 +15 mins. 0 3 0 3 0 0 0 0 0 2 1 3 0 0 0 0 +30 mins. 0 3 0 3 0 0 0 0 0 3 1 4 0 0 0 0 +45 mins. 0 1 0 1 1 0 0 1 0 3 0 3 0 0 0 0 Total Volume 0 12 0 12 1 0 0 1 0 15 2 17 0 0 0 0 %App.Total 0 100 0 100 0 0 0 88.2 11.8 0 0 0 P H F .000 .600 .000 .600 .250 .000 .000 .250 .000 .536 .500 .607 .000 .000 .000 .000 Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No : 12 South Main Street In-Peak Hour:04:00 PM 12 0 12 0 7Ri ht Thru Left Peak Hour Data CD CD � � North o O o �> x �� � = o Q 0= �� Trucks o moo O m C) 0- CD E c � Left Thru Ri ht 0 152 17 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No : 13 Grou s Printed-Bikes Peds South Main Street Oxford Road South Main Street Oxford Road From North From East From South From West Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru L Right Righ:t= Peds Exclu.Total Inclu.Total Int.Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 2 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 2 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 2 Apprch% 0 0 0 0 0 0 0 100 0 0 0 0 Total% 0 0 0 0 0 0 0 100 0 0 0 0 50 50 Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No : 14 South Main Street Oxford Road South Main Street Oxford Road From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 %App.Total 0 0 0 0 0 0 0 100 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .250 Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No : 15 South Main Street Out In Total 0 0 0 0 0 0 7Ri ht Thru eft Peak Hour Data 76 0 CD _0North o O x 0 0 0 oCL L _ o— Peak Hour Begins at 04:00 PM �c o o 0 Ox o o Bikes Peds � o O o ,� v o— I Left Thru �Rig�ht 0 11 U1 DO 1 0 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 %App.Total 0 0 0 0 0 0 0 100 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 Accurate Counts 978-664-2565 File Name :27010010 Site Code :27010010 Start Date :9/26/2019 Page No : 16 South Main Street In-Peak Hour:04:00 PM 0 0 0 0 7Ri ht Thru Left Peak Hour Data CD CD � North CDw O o >, x �� o = o Q -0 o Bikes Peds o� ~ o 000 Om C) o 0- CD E o o I I Left Thru �Rig�ht 0 E 11 U1 1 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood St/Chickering Rd File Name :27010001 E/W Street:Osgood St/Colgate Dr Site Code :27010001 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 1 Groups Printed-Cars-Trucks Osgood Street Osgood Street Chickering Road Colgate Drive From North From East From South From West Start Time Left Thru Right Left L Thru Right Left Thru Right Left L Thru Right Int.Total 06:00 AM 10 78 0 0 0 8 0 22 0 0 3 0 121 06:15 AM 26 129 0 0 0 10 0 35 0 0 0 3 203 06:30 AM 54 157 0 0 0 16 0 33 0 0 2 0 262 06:45 AM 83 162 1 0 0 5 0 40 0 0 2 1 294 Total 173 526 1 0 0 39 0 130 0 0 7 4 880 07:00 AM 98 126 0 0 0 24 1 56 0 0 0 4 309 07:15 AM 104 131 0 0 0 37 3 59 0 0 1 1 336 07:30 AM 98 131 0 0 0 34 0 93 1 0 3 0 360 07:45 AM 80 133 0 0 0 35 0 86 0 0 0 2 336 Total 380 521 0 0 0 130 4 294 1 0 4 7 1341 08:00 AM 92 153 0 0 0 29 0 48 0 0 0 3 325 08:15 AM 42 116 0 1 0 32 1 68 0 1 0 1 262 08:30 AM 63 126 0 1 0 41 2 68 0 0 0 1 302 08:45 AM 38 123 0 1 1 40 1 72 0 0 1 1 278 Total 235 518 0 3 1 142 4 256 0 1 1 6 1167 Grand Total 788 1565 1 3 1 311 8 680 1 1 12 17 3388 Apprch% 33.5 66.5 0 1 0.3 98.7 1.2 98.7 0.1 3.3 40 56.7 Total% 23.3 46.2 0 0.1 0 9.2 0.2 20.1 0 0 0.4 0.5 Cars 767 1530 1 3 1 294 8 658 1 1 12 17 3293 %Cars 97.3 97.8 100 100 100 94.5 100 96.8 100 100 100 100 97.2 Trucks 21 35 0 0 0 17 0 22 0 0 0 0 95 %Trucks 2.7 2.2 0 0 0 5.5 0 3.2 0 0 0 0 2.8 Accurate Counts 978-664-2565 N/S Street: Osgood St/Chickering Rd File Name :27010001 E/W Street:Osgood St/Colgate Dr Site Code :27010001 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :2 Osgood Street Osgood Street Chickering Road Colgate Drive From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 104 131 0 235 0 0 37 37 3 59 0 62 0 1 1 2 336 07:30 AM 98 131 0 229 0 0 34 34 0 93 1 94 0 3 0 3 360 07:45 AM 80 133 0 213 0 0 35 35 0 86 0 86 0 0 2 2 336 08:00 AM 92 153 0 245 0 0 29 29 0 48 0 48 0 0 3 3 325 Total Volume 374 548 0 922 0 0 135 135 3 286 1 290 0 4 6 10 1357 %App.Total 40.6 59.4 0 0 0 100 1 98.6 0.3 0 40 60 PHF .899 .895 .000 .941 .000 .000 .912 .912 .250 .769 .250 .771 .000 .333 .500 .833 .942 Cars 367 541 0 908 0 0 134 134 3 278 1 282 0 4 6 10 1334 %Cars 98.1 98.7 0 98.5 0 0 99.3 99.3 100 97.2 100 97.2 0 100 100 100 98.3 Trucks 7 7 0 14 0 0 1 1 0 8 0 8 0 0 0 0 23 %Trucks 1.9 1.3 0 1.5 0 0 0.7 0.7 0 2.8 0 2.8 0 0 0 0 1.7 Accurate Counts 978-664-2565 N/S Street: Osgood St/Chickering Rd File Name :27010001 E/W Street:Osgood St/Colgate Dr Site Code :27010001 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :3 Osgood Street Out In Total 412 908 2 9 14 3 L:2 4 --1 0 541 367 0 7 7 0 548 374 Ri ht Thru Left L+ Peak Hour Data co N� r 000} T w w North CO~N' O > CQ o o 0 0 o Peak Hour Begins at 07:15 ANI o Q ~ Cars 000 c�n � Cn 0 co o co 0`� Trucks CD �CD, o O o 0 o U1 �co rn� Left Thru Right 3 278 1 0 8 0 3 286 1 L— 547 282 8 29 7 8 15 554 290 844 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:45 AM 08:00 AM 07:00 AM 06:15 AM +0 mins. 83 162 1 246 0 0 29 29 1 56 0 57 0 0 3 3 +15 mins. 98 126 0 224 1 0 32 33 3 59 0 62 0 2 0 2 +30 mins. 104 131 0 235 1 0 41 42 0 93 1 94 0 2 1 3 +45 mins. 98 131 0 229 1 1 40 42 0 86 0 86 0 0 4 4 Total Volume 383 550 1 934 3 1 142 146 4 294 1 299 0 4 8 12 %App.Total 41 58.9 0.1 2.1 0.7 97.3 1.3 98.3 0.3 0 33.3 66.7 PHF .921 .849 .250 .949 .750 .250 .866 .869 .333 .790 .250 .795 .000 .500 .500 .750 Accurate Counts 978-664-2565 Cars 377 537 1 915 3 1 127 131 4 286 1 291 0 4 8 12 %Cars 98.4 97.6 100 98 100 100 89.4 89.7 100 97.3 100 97.3 0 100 100 100 Trucks 6 13 0 19 0 0 15 15 0 8 0 8 0 0 0 0 %Trucks 1.6 2.4 0 2 0 0 10.6 10.3 0 2.7 0 2.7 0 0 0 0 Osgood Street In-Peak Hour:06:45 AM 915 19 934 1 537 377 0 13 6 1 550 383 Ri ht Thru Left Peak Hour Data a � 000}, a)© -j North �—N v O �NUIv �(n : N O N CQ o � 'to' Cars =o _ Trucks u, Cn CD U00 0 00 r 00 CD �_h o w o c� D Left Thru Ri ht 4 286 1 0 8 0 4 294 1 291 8 299 In-Peak Hour:07:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood St/Chickering Rd File Name :27010001 E/W Street:Osgood St/Colgate Dr Site Code :27010001 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :5 Groups Printed-Cars Osgood Street Osgood Street Chickering Road Colgate Drive From North From East From South From West Start Time Left Thru Right Left L Thru Right Left L Thru Right Left L Thru Right Int.Total 06:00 AM 10 77 0 0 0 8 0 21 0 0 3 0 119 06:15 AM 22 123 0 0 0 10 0 34 0 0 0 3 192 06:30 AM 47 152 0 0 0 15 0 32 0 0 2 0 248 06:45 AM 82 157 1 0 0 5 0 38 0 0 2 1 286 Total 161 509 1 0 0 38 0 125 0 0 7 4 845 07:00 AM 98 122 0 0 0 24 1 55 0 0 0 4 304 07:15 AM 101 130 0 0 0 36 3 56 0 0 1 1 328 07:30 AM 96 128 0 0 0 34 0 93 1 0 3 0 355 07:45 AM 80 131 0 0 0 35 0 82 0 0 0 2 330 Total 375 511 0 0 0 129 4 286 1 0 4 7 1317 08:00 AM 90 152 0 0 0 29 0 47 0 0 0 3 321 08:15 AM 42 113 0 1 0 29 1 65 0 1 0 1 253 08:30 AM 62 124 0 1 0 32 2 67 0 0 0 1 289 08:45 AM 37 121 0 1 1 37 1 68 0 0 1 1 268 Total 231 510 0 3 1 127 4 247 0 1 1 6 1131 Grand Total 767 1530 1 3 1 294 8 658 1 1 12 17 3293 Apprch% 33.4 66.6 0 1 0.3 98.7 1.2 98.7 0.1 3.3 40 56.7 Total% 23.3 46.5 0 0.1 0 8.9 0.2 20 0 0 0.4 0.5 Accurate Counts 978-664-2565 N/S Street: Osgood St/Chickering Rd File Name :27010001 E/W Street:Osgood St/Colgate Dr Site Code :27010001 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :6 Osgood Street Osgood Street Chickering Road Colgate Drive From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 101 130 0 231 0 0 36 36 3 56 0 59 0 1 1 2 328 07:30 AM 96 128 0 224 0 0 34 34 0 93 1 94 0 3 0 3 355 07:45 AM 80 131 0 211 0 0 35 35 0 82 0 82 0 0 2 2 330 08:00 AM 90 152 0 242 0 0 29 29 0 47 0 47 0 0 3 3 321 Total Volume 367 541 0 908 0 0 134 134 3 278 1 282 0 4 6 10 1334 %App.Total 40.4 59.6 0 0 0 100 1.1 98.6 0.4 0 40 60 PHF .908 .890 .000 .938 .000 .000 .931 .931 .250 .747 .250 .750 .000 .333 .500 .833 .939 Accurate Counts 978-664-2565 N/S Street: Osgood St/Chickering Rd File Name :27010001 E/W Street:Osgood St/Colgate Dr Site Code :27010001 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :7 Osgood Street Out In Total 412 908 132 0 541 367 Ri ht Thru Left L+ Peak Hour Data co i5� o o �,O qt 4 North w N' O > cn o c0 � � °o 4-- �� Peak Hour Begins at 07:15 ANICL ~ o Cn j coCars CD ��, o O O Left Thru Rii ht 3 2781 1 547 282 829 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:45 AM 07:15 AM 07:00 AM 06:15 AM +0 mins. 82 157 1 240 0 0 36 36 1 55 0 56 0 0 3 3 +15 mins. 98 122 0 220 0 0 34 34 3 56 0 59 0 2 0 2 +30 mins. 101 130 0 231 0 0 35 35 0 93 1 94 0 2 1 3 +45 mins. 96 128 0 224 0 0 29 29 0 82 0 82 0 0 4 4 Total Volume 377 537 1 915 0 0 134 134 4 286 1 291 0 4 8 12 %App.Total 41.2 58.7 0.1 0 0 100 1.4 98.3 0.3 0 33.3 66.7 PHF .933 .855 .250 .953 .000 .000 .931 .931 .333 .769 .250 .774 .000 .500 .500 .750 Accurate Counts 978-664-2565 N/S Street: Osgood St/Chickering Rd File Name :27010001 E/W Street:Osgood St/Colgate Dr Site Code :27010001 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :8 Osgood Street In-Peak Hour:06:45 AM 915 1 537 377 Ri ht Thru Left L+ Peak Hour Data LO a)© North w O >o cn � i 0 _ �� Cars o� o �ocn In o � �}, �CD U r _ ,D- � E o >� I � I Left Thru Rii ht 4 2861 1 291 In-Peak Hour:07:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood St/Chickering Rd File Name :27010001 E/W Street:Osgood St/Colgate Dr Site Code :27010001 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :9 Groups Printed-Trucks Osgood Street Osgood Street Chickering Road Colgate Drive From North From East From South From West Start Time Left Thru Right Left L Thru Right Left L Thru Right Left L Thru Right Int.Total 06:00 AM 0 1 0 0 0 0 0 1 0 0 0 0 2 06:15 AM 4 6 0 0 0 0 0 1 0 0 0 0 11 06:30 AM 7 5 0 0 0 1 0 1 0 0 0 0 14 06:45 AM 1 5 0 0 0 0 0 2 0 0 0 0 8 Total 12 17 0 0 0 1 0 5 0 0 0 0 35 07:00 AM 0 4 0 0 0 0 0 1 0 0 0 0 5 07:15 AM 3 1 0 0 0 1 0 3 0 0 0 0 8 07:30 AM 2 3 0 0 0 0 0 0 0 0 0 0 5 07:45 AM 0 2 0 0 0 0 0 4 0 0 0 0 6 Total 5 10 0 0 0 1 0 8 0 0 0 0 24 08:00 AM 2 1 0 0 0 0 0 1 0 0 0 0 4 08:15 AM 0 3 0 0 0 3 0 3 0 0 0 0 9 08:30 AM 1 2 0 0 0 9 0 1 0 0 0 0 13 08:45 AM 1 2 0 0 0 3 0 4 0 0 0 0 10 Total 4 8 0 0 0 15 0 9 0 0 0 0 36 Grand Total 21 35 0 0 0 17 0 22 0 0 0 0 95 Apprch% 37.5 62.5 0 0 0 100 0 100 0 0 0 0 Total% 22.1 36.8 0 0 0 17.9 0 23.2 0 0 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood St/Chickering Rd File Name :27010001 E/W Street:Osgood St/Colgate Dr Site Code :27010001 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 10 Osgood Street Osgood Street Chickering Road Colgate Drive From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:15 AM 06:15 AM 4 6 0 10 0 0 0 0 0 1 0 1 0 0 0 0 11 06:30 AM 7 5 0 12 0 0 1 1 0 1 0 1 0 0 0 0 14 06:45 AM 1 5 0 6 0 0 0 0 0 2 0 2 0 0 0 0 8 07:00 AM 0 4 0 4 0 0 0 0 0 1 0 1 0 0 0 0 5 Total Volume 12 20 0 32 0 0 1 1 0 5 0 5 0 0 0 0 38 %App.Total 37.5 62.5 0 0 0 100 0 100 0 0 0 0 PHF .429 .833 .000 .667 .000 .000 .250 .250 .000 .625 .000 .625 .000 .000 .000 .000 .679 Accurate Counts 978-664-2565 N/S Street: Osgood St/Chickering Rd File Name :27010001 E/W Street:Osgood St/Colgate Dr Site Code :27010001 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 11 Osgood Street Out In Total © 32 38 0 20 12 Ri ht Thru Left L+ Peak Hour Data —o 0 I O North N O > — (n �, o 0 in C = o CL -— -� Peak Hour Begins at 06:15 ANI O Q j o o Trucks CD CD O O o W Left Thru Rii ht 0 51 01 20 5 25 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:15 AM 08:00 AM 07:45 AM 06:00 AM +0 mins. 4 6 0 10 0 0 0 0 0 4 0 4 0 0 0 0 +15 mins. 7 5 0 12 0 0 3 3 0 1 0 1 0 0 0 0 +30 mins. 1 5 0 6 0 0 9 9 0 3 0 3 0 0 0 0 +45 mins. 0 4 0 4 0 0 3 3 0 1 0 1 0 0 0 0 Total Volume 12 20 0 32 0 0 15 15 0 9 0 9 0 0 0 0 %App.Total 37.5 62.5 0 0 0 100 0 100 0 0 0 0 P H F .429 .833 .000 .667 .000 .000 .417 .417 .000 .563 .000 .563 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood St/Chickering Rd File Name :27010001 E/W Street:Osgood St/Colgate Dr Site Code :27010001 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 12 Osgood Street In-Peak Hour:06:15 AM 32 0 20 12 Ri ht Thru Left L+ Peak Hour Data CD cn 6 -i North O L IT. Z i p O —_ �� Trucks M H o �o(n �� -13 U� o� 00CD 0 � E o > I � I Left Thru Rii ht 0 91 01 9 In-Peak Hour:07:45 AM Accurate Counts 978-664-2565 N/S Street: Osgood St/Chickering Rd File Name :27010001 E/W Street:Osgood St/Colgate Dr Site Code :27010001 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 13 Grou s Printed-Bikes Peds Osgood Street Osgood Street Chickering Road Colgate Drive From North From East From South From West Start Time Left Thru Right Peds Left Thru Right L Peds Left Thru Right Peds Left Thru L Right Peds Exclu.Total Inclu.Total Int.Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 07:15 AM 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 2 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3 3 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 2 0 2 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 2 0 2 Grand Total 0 2 0 0 0 0 1 0 0 0 0 1 0 0 0 1 2 3 5 Apprch% 0 100 0 0 0 100 0 0 0 0 0 0 Total% 0 66.7 0 0 0 33.3 0 0 0 0 0 0 40 60 Accurate Counts 978-664-2565 N/S Street: Osgood St/Chickering Rd File Name :27010001 E/W Street:Osgood St/Colgate Dr Site Code :27010001 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 14 Osgood Street Osgood Street Chickering Road Colgate Drive From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:30 AM 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 07:15 AM 0 1 0 1 0 0 1 1 0 0 0 0 0 0 0 0 2 Total Volume 0 2 0 2 0 0 1 1 0 0 0 0 0 0 0 0 3 %App.Total 0 100 0 0 0 100 0 0 0 0 0 0 PHF .000 .500 .000 .500 .000 .000 .250 .250 .000 .000 .000 .000 .000 .000 .000 .000 .375 Accurate Counts 978-664-2565 N/S Street: Osgood St/Chickering Rd File Name :27010001 E/W Street:Osgood St/Colgate Dr Site Code :27010001 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 15 Osgood Street Out In Total 11 02 03 0 2 0 Ri ht Thru Left L+ Peak Hour Data —o o O North O o 0 CL o 4-- -� Peak Hour Begins at 06:30 ANI O Q j o o Bikes Peds CD O CD CD v Left Thru Rii ht 0 01 01 22 0 02 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:30 AM 06:30 AM 06:00 AM 06:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 1 0 1 0 0 1 1 0 0 0 0 0 0 0 0 Total Volume 0 2 0 2 0 0 1 1 0 0 0 0 0 0 0 0 %App.Total 0 100 0 0 0 100 0 0 0 0 0 0 PHF .000 .500 .000 .500 .000 .000 .250 .250 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood St/Chickering Rd File Name :27010001 E/W Street:Osgood St/Colgate Dr Site Code :27010001 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 16 Osgood Street In-Peak Hour:06:30 AM 0 0 2 0 Ri ht Thru Left L+ Peak Hour Data a I 0o a) —o -i North O •� pQ Z i p O _ �� Bikes Peds 0) C> � U� o� r CD 13 °BCD 0 � E o > I � I Left Thru Rii ht 0 01 01 0 In-Peak Hour:06:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood St/Chickering Rd File Name :27010001 E/W Street:Osgood St/Colgate Dr Site Code :27010001 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 1 Groups Printed-Cars-Trucks-Bikes Peds Osgood Street Osgood Street Chickering Road Colgate Drive From North From East From South From West Start Time Left Thru Right Left L Thru Right Left Thru Right Left L Thru Right Int.Total 04:00 PM 40 101 1 1 2 56 5 214 1 0 5 3 429 04:15 PM 41 91 0 0 0 57 0 175 0 1 1 0 366 04:30 PM 37 105 0 1 1 67 2 225 0 0 0 1 439 04:45 PM 46 77 1 1 2 73 0 218 0 0 2 0 420 Total 164 374 2 3 5 253 7 832 1 1 8 4 1654 05:00 PM 43 97 0 0 0 70 1 225 0 0 0 1 437 05:15 PM 38 97 0 0 2 94 0 205 1 0 0 1 438 05:30 PM 39 98 0 2 1 79 0 209 0 0 1 1 430 05:45 PM 51 102 0 0 1 64 0 198 1 0 0 1 418 Total 171 394 0 2 4 307 1 837 2 0 1 4 1723 06:00 PM 32 74 2 0 1 57 1 181 0 0 0 0 348 06:15 PM 23 77 0 0 2 37 0 159 0 0 1 2 301 06:30 PM 21 59 0 1 1 37 1 183 0 0 1 0 304 06:45 PM 32 62 0 0 1 34 0 154 0 0 1 0 284 Total 108 272 2 1 5 165 2 677 0 0 3 2 1237 Grand Total 443 1040 4 6 14 725 10 2346 3 1 12 10 4614 Apprch% 29.8 69.9 0.3 0.8 1.9 97.3 0.4 99.4 0.1 4.3 52.2 43.5 Total% 9.6 22.5 0.1 0.1 0.3 15.7 0.2 50.8 0.1 0 0.3 0.2 Cars 443 1033 4 6 14 724 10 2320 3 1 12 10 4580 %Cars 100 99.3 100 100 100 99.9 100 98.9 100 100 100 100 99.3 Trucks 0 6 0 0 0 1 0 24 0 0 0 0 31 %Trucks 0 0.6 0 0 0 0.1 0 1 0 0 0 0 0.7 Bikes Peds 0 1 0 0 0 0 0 2 0 0 0 0 3 %Bikes Peds 0 0.1 0 0 0 0 0 0.1 0 0 0 0 0.1 Accurate Counts 978-664-2565 N/S Street: Osgood St/Chickering Rd File Name :27010001 E/W Street:Osgood St/Colgate Dr Site Code :27010001 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :2 Osgood Street Osgood Street Chickering Road Colgate Drive From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 37 105 0 142 1 1 67 69 2 225 0 227 0 0 1 1 439 04:45 PM 46 77 1 124 1 2 73 76 0 218 0 218 0 2 0 2 420 05:00 PM 43 97 0 140 0 0 70 70 1 225 0 226 0 0 1 1 437 05:15 PM 38 97 0 135 0 2 94 96 0 205 1 206 0 0 1 1 438 Total Volume 164 376 1 541 2 5 304 311 3 873 1 877 0 2 3 5 1734 %App.Total 30.3 69.5 0.2 0.6 1.6 97.7 0.3 99.5 0.1 0 40 60 PHF .891 .895 .250 .952 .500 .625 .809 .810 .375 .970 .250 .966 .000 .250 .750 .625 .987 Cars 164 371 1 536 2 5 304 311 3 869 1 873 0 2 3 5 1725 %Cars 100 98.7 100 99.1 100 100 100 100 100 99.5 100 99.5 0 100 100 100 99.5 Trucks 0 5 0 5 0 0 0 0 0 4 0 4 0 0 0 0 9 %Trucks 0 1.3 0 0.9 0 0 0 0 0 0.5 0 0.5 0 0 0 0 0.5 Bikes Peds 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %Bikes Peds 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood St/Chickering Rd File Name :27010001 E/W Street:Osgood St/Colgate Dr Site Code :27010001 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :3 Osgood Street Out In Total 1173 536 170 4 5 9 0 0 0 1177 541 171 1 371 164 0 5 0 0 0 0 1 376 164 7Ri ht Thru Left Peak Hour Data ��oo� 0 0000 D �,,�, rn o� a) -j North �o o �ooJ O oo cn o o NOON Peak Hour Begins at 04:30 P o m Cars 1 Q cnoocn �oo� o MooM+- Trucks m U_rnoorn Bikes Peds CD CD O '�N oo N 00 0 0 00- Left Thru Ri ht 3 869 1 0 4 0 0 0 0 3 873 1 376 873 124 5 4 1 9 0 0 0 381 877 125 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 04:45 PM 04:30 PM 04:00 PM +0 mins. 43 97 0 140 1 2 73 76 2 225 0 227 0 5 3 8 +15 mins. 38 97 0 135 0 0 70 70 0 218 0 218 1 1 0 2 +30 mins. 39 98 0 137 0 2 94 96 1 225 0 226 0 0 1 1 +45 mins. 51 102 0 153 2 1 79 82 0 205 1 206 0 2 0 2 Total Volume 171 394 0 565 3 5 316 324 3 873 1 877 1 8 4 13 %App.Total 30.3 69.7 0 0.9 1.5 97.5 0.3 99.5 0.1 7.7 61.5 30.8 P H F .838 .966 .000 .923 .375 .625 .840 .844 .375 .970 .250 .966 .250 .400 .333 .406 Accurate Counts 978-664-2565 Cars 171 390 0 561 3 5 316 324 3 869 1 873 1 8 4 13 %Cars 100 99 0 99.3 100 100 100 100 100 99.5 100 99.5 100 100 100 100 Trucks 0 3 0 3 0 0 0 0 0 4 0 4 0 0 0 0 %Trucks 0 0.8 0 0.5 0 0 0 0 0 0.5 0 0.5 0 0 0 0 Bikes Peds 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 Bikes Peds 0 0.3 0 0.2 0 0 0 0 0 0 0 0 0 0 0 0 Osgood Street In-Peak Hour:05:00 PM 561 3 1 565 0 390 171 0 3 0 0 1 0 0 394 171 Ri ht Thru Left L+ Peak Hour Data of o North rnoorn O > Cars cQ MOOM = Q co O � Ol o �� Trucks �� �, G, °Q m H Bikes Peds cnOOcn �oo�o� U �oo�� r �CD m G CD cn w o o w Left Thru Ri ht 3 869 1 0 4 0 0 0 0 3 873 1 873 4 0 877 In-Peak Hour:04:30 PM Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 1 Groups Printed-Cars-Trucks Poor St Sutton St NEW APPROACH High St Sutton St From North From East From Southeast From South From West Start Time Left =BrL=tThru Right HdLt Left Thru Right HdLt BrLt BrRt HdRt Left Thru Right HdRt Left Thru BrRt Right Int.Total 06:00 AM 0 0 0 0 0 1 39 0 0 1 0 0 0 0 1 0 0 58 4 4 108 06:15 AM 0 0 0 0 0 9 57 0 0 4 0 0 2 0 6 0 0 77 6 8 169 06:30 AM 0 0 0 0 0 4 77 0 2 7 0 0 9 0 0 0 0 97 10 11 217 06:45 AM 0 0 0 0 0 6 117 0 0 6 0 1 5 0 5 2 0 98 18 15 273 Total 0 0 0 0 0 20 290 0 2 18 0 1 16 0 12 2 0 330 38 38 767 07:00 AM 0 0 0 1 0 14 154 0 1 8 0 0 13 0 7 0 0 92 8 11 309 07:15 AM 1 0 1 0 0 28 188 0 1 11 0 0 10 0 10 3 1 94 18 14 380 07:30 AM 0 0 0 0 0 21 223 0 3 11 0 0 7 1 5 2 0 110 11 9 403 07:45 AM 0 0 0 1 0 18 183 0 3 8 0 2 3 0 8 1 0 137 6 23 393 Total 1 0 1 2 0 81 748 0 8 38 0 2 33 1 30 6 1 433 43 57 1485 08:00 AM 0 0 0 0 1 41 192 0 1 7 0 0 7 0 5 0 0 94 8 24 380 08:15 AM 0 0 0 0 1 26 186 0 2 23 0 1 11 0 11 0 0 96 5 18 380 08:30 AM 0 0 1 0 0 30 170 0 2 7 0 0 9 0 8 0 0 91 12 14 344 08:45 AM 0 0 1 1 0 41 149 0 2 8 0 0 6 0 17 2 0 69 12 19 327 Total 0 0 2 1 2 138 697 0 7 45 0 1 33 0 41 2 0 350 37 75 1431 Grand Total 1 0 3 3 2 239 1735 0 17 101 0 4 82 1 83 10 1 1113 118 170 3683 Apprch% 14.3 0 42.9 42.9 0.1 12.1 87.8 0 13.9 82.8 0 3.3 46.6 0.6 47.2 5.7 0.1 79.4 8.4 12.1 Total% 0 0 0.1 0.1 0.1 6.5 47.1 0 0.5 2.7 0 0.1 2.2 0 2.3 0.3 0 30.2 3.2 4.6 Cars 1 0 3 3 2 236 1713 0 17 101 0 4 82 1 83 10 1 1090 118 170 3635 %Cars 100 0 100 100 100 98.7 98.7 0 100 100 0 100 100 100 100 100 100 97.9 100 100 98.7 Trucks 0 0 0 0 0 3 22 0 0 0 0 0 0 0 0 0 0 23 0 0 48 %Trucks 0 0 0 0 0 1.3 1.3 0 0 0 0 0 0 0 0 0 0 2.1 0 0 1.3 Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :2 Poor St Sutton St NEW APPROACH High St Sutton St From North From East From Southeast From South From West Start Time Left BrLt Thru Right App.Total HdLt Left Thru Right App.Total HdLt BrLt BrRt HdRt App.Total Left Thru Right HdRt App.Total Left Thru BrRt Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 1 0 1 0 2 0 28 188 0 216 1 11 0 0 12 10 0 10 3 23 1 94 18 14 127 380 07:30 AM 0 0 0 0 0 0 21 223 0 244 3 11 0 0 14 7 1 5 2 15 0 110 11 9 130 403 07:45 AM 0 0 0 1 1 0 18 183 0 201 3 8 0 2 13 3 0 8 1 12 0 137 6 23 166 393 08:00 AM 0 0 0 0 0 1 41 192 0 234 1 7 0 0 8 7 0 5 0 12 0 94 8 24 126 380 Total Volume 1 0 1 1 3 1 108 786 0 895 8 37 0 2 47 27 1 28 6 62 1 435 43 70 549 1556 %App.Total 33.3 0 33.3 33.3 0.1 12.1 87.8 0 17 78.7 0 4.3 43.5 1.6 45.2 9.7 0.2 79.2 7.8 12.8 PHF .250 .000 .250 .250 .375 .250 .659 .881 .000 .917 .667 .841 .000 .250 .839 .675 .250 .700 .500 .674 .250 .794 .597 .729 .827 .965 Cars 1 0 1 1 3 1 108 780 0 889 8 37 0 2 47 27 1 28 6 62 1 428 43 70 542 1543 %Cars 100 0 100 100 100 100 100 99.2 0 99.3 100 100 0 100 100 100 100 100 100 100 100 98.4 100 100 98.7 99.2 Trucks 0 0 0 0 0 0 0 6 0 6 0 0 0 0 0 0 0 0 0 0 0 7 0 0 7 13 %Trucks 0 0 0 0 0 0 0 0.8 0 0.7 0 0 0 0 0 0 0 0 0 0 0 1.6 0 0 1.3 0.8 Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :3 Poor St Out In Total 2 3 5 0 0 0 2 1 1 0 1 0 0 0 0 1 1 0 1 Ri ht Thru BrLt Left 47 L+ Peak Hour Data f�Mo =oT C) 0� � �� �000 rn cn,rt 00 ti L North rn�co � �� Peak Hour Begins at 07:15 A �� 0-)o C—U) COO C000 7�, Oo 00 O � �� Cars m C'a�co cn �o� m Trucks o0 00 Oao CO C)o0— = w w0 0 rnWCO �a�o F+ Left Thru Ri ht HdRt 000 27 1 28 6 �� 0) 0 0 0 0 O 27 1 L 28 6 1b O tK O 187 62 249 0 0 0 �00 187 62 249 �O Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:15 AM 07:30 AM 08:00 AM 07:15 AM +0 mins. 0 0 0 1 1 0 28 188 0 216 3 11 0 0 14 7 0 5 0 12 1 94 18 14 127 +15 mins. 1 0 1 0 2 0 21 223 0 244 3 8 0 2 13 11 0 11 0 22 0 110 11 9 130 +30 mins. 0 0 0 0 0 0 18 183 0 201 1 7 0 0 8 9 0 8 0 17 0 137 6 23 166 +45 mins. 0 0 0 1 1 1 41 192 0 234 2 23 0 1 26 6 0 17 2 25 0 94 8 24 126 Total Volume 1 0 1 2 4 1 108 786 0 895 9 49 0 3 61 33 0 41 2 76 1 435 43 70 549 %App.Total 25 0 25 50 0.1 12.1 87.8 0 14.8 80.3 0 4.9 43.4 0 53.9 2.6 0.2 79.2 7.8 12.8 PHF .250 .000 .250 .500 .500 .250 .659 .881 .000 .917 .750 .533 .000 .375 .587 .750 .000 .603 .250 .760 .250 .794 .597 .729 .827 Accurate Counts 978-664-2565 Cars 1 0 1 2 4 1 108 780 0 889 9 49 0 3 61 33 0 41 2 76 1 428 43 70 542 %Cars 100 0 100 100 100 100 100 99.2 0 99.3 100 100 0 100 100 100 0 100 100 100 100 98.4 100 100 98.7 Trucks 0 0 0 0 0 0 0 6 0 6 0 0 0 0 0 0 0 0 0 0 0 7 0 0 7 %Trucks 0 0 0 0 0 0 0 0.8 0 0.7 0 0 0 0 0 0 0 0 0 0 0 1.6 0 0 1.3 Poor St In-Peak Hour:07:00 AM 4 0 4 2 1 0 1 0 0 0 0 2 1 0 1 Ri ht Thru BrLt Left Peak Hour Data Q J 3 � �000 m CO ti� � North v )CNtia) O�� �3000 040 7 O �� Cars a�rno C LO O h = c�o c��, Trucks 00 °o ° CO =3 Cnrncflo(n L� �� C) C) ^ 00 000 LL Q •_. 1 0 1 C): l\ O F+ Left Thru Ri ht HdRt O- pOp 33 0 41 2 �' p 0 0 0 0 33 0 41 2 �a�O DO ppP 00 �O O 76 0 Qo�� 76 , In-Peak Hour:08:00 AM �� Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :5 Groups Printed-Cars Poor St Sutton St NEW APPROACH High St Sutton St From North From East From Southeast From South From West Start Time Left :B:=rLtThru Right HdLt Left Thru Right HdLt BrLt BrRt HdRt Left Thru Right HdRt Left Thru L BrRt L Right Int.Total 06:00 AM 0 0 0 0 0 1 37 0 0 1 0 0 0 0 1 0 0 56 4 4 104 06:15 AM 0 0 0 0 0 8 56 0 0 4 0 0 2 0 6 0 0 77 6 8 167 06:30 AM 0 0 0 0 0 4 77 0 2 7 0 0 9 0 0 0 0 94 10 11 214 06:45 AM 0 0 0 0 0 6 115 0 0 6 0 1 5 0 5 2 0 96 18 15 269 Total 0 0 0 0 0 19 285 0 2 18 0 1 16 0 12 2 0 323 38 38 754 07:00 AM 0 0 0 1 0 14 151 0 1 8 0 0 13 0 7 0 0 87 8 11 301 07:15 AM 1 0 1 0 0 28 186 0 1 11 0 0 10 0 10 3 1 92 18 14 376 07:30 AM 0 0 0 0 0 21 223 0 3 11 0 0 7 1 5 2 0 108 11 9 401 07:45 AM 0 0 0 1 0 18 180 0 3 8 0 2 3 0 8 1 0 136 6 23 389 Total 1 0 1 2 0 81 740 0 8 38 0 2 33 1 30 6 1 423 43 57 1467 08:00 AM 0 0 0 0 1 41 191 0 1 7 0 0 7 0 5 0 0 92 8 24 377 08:15 AM 0 0 0 0 1 26 184 0 2 23 0 1 11 0 11 0 0 92 5 18 374 08:30 AM 0 0 1 0 0 30 167 0 2 7 0 0 9 0 8 0 0 91 12 14 341 08:45 AM 0 0 1 1 0 39 146 0 2 8 0 0 6 0 17 2 0 69 12 19 322 Total 0 0 2 1 2 136 688 0 7 45 0 1 33 0 41 2 0 344 37 75 1414 Grand Total 1 0 3 3 2 236 1713 0 17 101 0 4 82 1 83 10 1 1090 118 170 3635 Apprch% 14.3 0 42.9 42.9 0.1 12.1 87.8 0 13.9 82.8 0 3.3 46.6 0.6 47.2 5.7 0.1 79 8.6 12.3 Total% 0 0 0.1 0.1 0.1 6.5 47.1 0 0.5 2.8 0 0.1 2.3 0 2.3 0.3 0 30 3.2 4.7 Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :6 Poor St Sutton St NEW APPROACH High St Sutton St From North From East From Southeast From South From West Start Time Left BrLt Thru Right App.Total HdLt Left Thru Right App.Total HdLt BrLt BrRt HdRt App.Total Left Thru Right HdRt App.Total Left Thru BrRt Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 1 0 1 0 2 0 28 186 0 214 1 11 0 0 12 10 0 10 3 23 1 92 18 14 125 376 07:30 AM 0 0 0 0 0 0 21 223 0 244 3 11 0 0 14 7 1 5 2 15 0 108 11 9 128 401 07:45 AM 0 0 0 1 1 0 18 180 0 198 3 8 0 2 13 3 0 8 1 12 0 136 6 23 165 389 08:00 AM 0 0 0 0 0 1 41 191 0 233 1 7 0 0 8 7 0 5 0 12 0 92 8 24 124 377 Total Volume 1 0 1 1 3 1 108 780 0 889 8 37 0 2 47 27 1 28 6 62 1 428 43 70 542 1543 %App.Total 33.3 0 33.3 33.3 0.1 12.1 87.7 0 17 78.7 0 4.3 43.5 1.6 45.2 9.7 0.2 79 7.9 12.9 PHF .250 .000 .250 .250 .375 .250 .659 .874 .000 .911 .667 .841 .000 .250 .839 .675 .250 .700 .500 .674 .250 .787 .597 .729 .821 .962 Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :7 Poor St Out In Total 22 03 05 1 1 0 1 Ri ht Thru BrLt Left Peak Hour Data �� 75� � � ?J � �p o cn 00 N L North co C: C: o o— M Peak Hour Begins at 07:15 A � r r co Cf) 7 pp CD l --I- Cars M 00 O� �� �0 ° 0,1 F+ [ a Left Thru Ri ht HdRt 27 01 28 6 187 62 249 h0 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:15 AM 07:30 AM 08:00 AM 07:15 AM +0 mins. 0 0 0 1 1 0 28 186 0 214 3 11 0 0 14 7 0 5 0 12 1 92 18 14 125 +15 mins. 1 0 1 0 2 0 21 223 0 244 3 8 0 2 13 11 0 11 0 22 0 108 11 9 128 +30 mins. 0 0 0 0 0 0 18 180 0 198 1 7 0 0 8 9 0 8 0 17 0 136 6 23 165 +45 mins. 0 0 0 1 1 1 41 191 0 233 2 23 0 1 26 6 0 17 2 25 0 92 8 24 124 Total Volume 1 0 1 2 4 1 108 780 0 889 9 49 0 3 61 33 0 41 2 76 1 428 43 70 542 %App.Total 25 0 25 50 0.1 12.1 87.7 0 14.8 80.3 0 4.9 43.4 0 53.9 2.6 0.2 79 7.9 12.9 PHF .250 .000 .250 .500 .500 .250 .659 .874 .000 .911 .750 .533 .000 .375 .587 .750 .000 .603 .250 .760 .250 .787 .597 .729 .821 Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :8 Poor St In-Peak Hour:07:00 AM 2 1 0 1 Ri ht Thru BrLt Left Peak Hour Data Q a� � 1- 0 North v U�N ��� �3CO H CO o=� M� Cars �� Z3 cn� ���� rn BCD a m � � _ cn o� > O Q� F+ [\A �, 41 Left Thru Ri ht HdRt 33 Do 41 2 � ,� ON o�c 76 Q In-Peak Hour:08:00 AM �� Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :9 Groups Printed-Trucks Poor St Sutton St NEW APPROACH High St Sutton St From North From East From Southeast From South From West Start Time Left :B:=rLtThru Right HdLt Left Thru Right HdLt BrLt BrRt HdRt Left Thru Right HdRt Left Thru L BrRt L Right Int.Total 06:00 AM 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 0 0 4 06:15 AM 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 06:45 AM 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 0 0 4 Total 0 0 0 0 0 1 5 0 0 0 0 0 0 0 0 0 0 7 0 0 13 07:00 AM 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 5 0 0 8 07:15 AM 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 0 0 4 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 07:45 AM 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 1 0 0 4 Total 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 10 0 0 18 08:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 0 0 3 08:15 AM 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 4 0 0 6 08:30 AM 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 08:45 AM 0 0 0 0 0 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 5 Total 0 0 0 0 0 2 9 0 0 0 0 0 0 0 0 0 0 6 0 0 17 Grand Total 0 0 0 0 0 3 22 0 0 0 0 0 0 0 0 0 0 23 0 0 48 Apprch% 0 0 0 0 0 12 88 0 0 0 0 0 0 0 0 0 0 100 0 0 Total% 0 0 0 0 0 6.2 45.8 0 0 0 0 0 0 0 0 0 0 47.9 0 0 Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 10 Poor St Sutton St NEW APPROACH High St Sutton St From North From East From Southeast From South From West Start Time Left BrLt Thru Right App.Total HdLt Left Thru Right App.Total HdLt BrLt BrRt HdRt App.Total Left Thru Right HdRt App.Total Left Thru BrRt Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:30 AM 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 3 06:45 AM 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 4 07:00 AM 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 8 07:15 AM 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 4 Total Volume 0 0 0 0 0 0 0 7 0 7 0 0 0 0 0 0 0 0 0 0 0 12 0 0 12 19 %App.Total 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 100 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .583 .000 .583 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .600 .000 .000 .600 .594 Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 11 Poor St Out In Total 0 D0 D0 0 0 0 0 Ri ht Thru BrLt Left Peak Hour Data oCY) - o H J ZT p N North I U) C: o Peak Hour Begins at 06:30 ANI 0 ryCf) r m CD Trucks o p �� = o �ai0 o 0 a Left Thru Ri ht HdRt 0 D0 0 0 •� O Do o Do 0 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:00 AM 08:00 AM 06:00 AM 06:00 AM 06:30 AM +0 mins. 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 +15 mins. 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 +30 mins. 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 +45 mins. 0 0 0 0 0 0 2 3 0 5 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 Total Volume 0 0 0 0 0 0 2 9 0 11 0 0 0 0 0 0 0 0 0 0 0 12 0 0 12 %App.Total 0 0 0 0 0 18.2 81.8 0 0 0 0 0 0 0 0 0 0 100 0 0 PHF .000 .000 .000 .000 .000 .000 .250 .750 .000 .550 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .600 .000 .000 .600 Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 12 Poor St In-Peak Hour:06:00 AM DO 0 0 0 0 Ri ht Thru BrLt Left Peak Hour Data a J 3 O �o 04 North v }' N Z3 ~ (.0 o ° ° Trucks ° = c) �� U) �� CD a) m CO � IV O _ O O _ O oo� �► Q� O P F+ [\A Left Thru Ri ht HdRt Q��O OHO 0 Do 0 0 �a�� o o K. o , In-Peak Hour:06:00 AM �� Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 13 Groups Printed-Bikes Peds Poor St Sutton St NEW APPROACH High St Sutton St From North From East From Southeast From South From West Start Time Left BrLt Thru Right Peds HdLtL Left Thru Right Peds HdLt BrLt BrRt HdRt Peds Left Thru Right HdRt Peds Left Thru BrRt Right Peds Exclu.Total Inclu.Total Int.Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 0 2 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 Total 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 4 0 4 08:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 08:15 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 Grand Total 0 0 0 0 1 0 1 0 0 3 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 7 1 8 Apprch% 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total% 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 87.5 12.5 Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 14 Poor St Sutton St NEW APPROACH High St Sutton St From North From East From Southeast From South From West Start Time Left BrLt Thru Right App.Total HdLt Left Thru Right App.Total HdLt BrLt BrRt HdRt App.Total Left Thru Right HdRt App.Total Left Thru BrRt Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total Volume 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 %App.Total 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 15 Poor St Out In Total 0 D0 D0 0 0 0 0 Ri ht Thru BrLt Left Peak Hour Data 75 0 0 0 O J 3 O • North cn c o Peak Hour Begins at 07:15 ANI 0 ryCf) r o m� CD Bikes Peds p �ai0 o 0 a Left Thru Ri ht HdRt 0 D0 0 0 •� O 0 0 0 0 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:00 AM 07:15 AM 06:00 AM 06:00 AM 06:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 16 Poor St In-Peak Hour:06:00 AM DO 0 0 0 0 Ri ht Thru BrLt Left Peak Hour Data a J 3 o '�o �6 • North v U) Z3 ~ o o ° ° Bikes Peds ° _ •}, Z3 ry cn� �o� m 4 Cn D O pOO �o .�.aQ) F+ Left Thru Ri ht HdRt Q��O OHO 0 Do 0 0 �a�� o o K. o , In-Peak Hour:06:00 AM �� Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 1 Groups Printed-Cars-Trucks Poor St Sutton St NEW APPROACH High St Sutton St From North From East From Southeast From South From West Start Time Left =BrL=tThru Right HdLt Left Thru Right HdLt BrLt BrRt HdRt Left Thru Right HdRt Left Thru BrRt Right Int.Total 04:00 PM 0 0 0 0 0 10 116 0 1 9 0 0 13 0 22 1 0 166 13 8 359 04:15 PM 0 0 0 0 0 11 119 0 1 6 0 0 8 0 13 3 0 170 14 12 357 04:30 PM 0 0 0 0 0 10 181 0 0 12 1 1 20 0 18 0 0 184 18 10 455 04:45 PM 0 0 0 0 0 14 124 0 5 5 0 1 11 0 33 1 0 203 9 12 418 Total 0 0 0 0 0 45 540 0 7 32 1 2 52 0 86 5 0 723 54 42 1589 05:00 PM 0 0 0 0 0 10 120 0 2 11 0 1 29 1 43 2 0 199 15 11 444 05:15 PM 0 0 1 0 1 9 120 1 0 6 0 2 17 1 26 0 0 216 18 11 429 05:30 PM 0 1 0 0 0 7 107 0 2 7 0 1 16 0 21 2 0 210 7 13 394 05:45 PM 0 0 1 0 0 15 119 0 5 9 0 0 22 1 15 1 0 182 14 10 394 Total 0 1 2 0 1 41 466 1 9 33 0 4 84 3 105 5 0 807 54 45 1661 06:00 PM 0 0 1 0 1 11 101 0 0 11 1 1 14 0 13 2 0 162 11 12 341 06:15 PM 0 0 0 0 0 2 86 1 0 8 0 0 5 1 11 1 0 164 16 10 305 06:30 PM 0 0 1 0 0 3 91 0 0 7 0 0 10 0 9 0 0 130 12 10 273 06:45 PM 0 0 0 0 3 8 73 0 1 6 0 0 12 0 10 2 1 103 17 8 244 Total 0 0 2 0 4 24 351 1 1 32 1 1 41 1 43 5 1 559 56 40 1163 Grand Total 0 1 4 0 5 110 1357 2 17 97 2 7 177 4 234 15 1 2089 164 127 4413 Apprch% 0 20 80 0 0.3 7.5 92.1 0.1 13.8 78.9 1.6 5.7 41.2 0.9 54.4 3.5 0 87.7 6.9 5.3 Total% 0 0 0.1 0 0.1 2.5 30.8 0 0.4 2.2 0 0.2 4 0.1 5.3 0.3 0 47.3 3.7 2.9 Cars 0 1 4 0 5 110 1352 2 17 97 2 7 177 4 234 15 1 2084 164 127 4403 %Cars 0 100 100 0 100 100 99.6 100 100 100 100 100 100 100 100 100 100 99.8 100 100 99.8 Trucks 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 5 0 0 10 %Trucks 0 0 0 0 0 0 0.4 0 0 0 0 0 0 0 0 0 0 0.2 0 0 0.2 Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :2 Poor St Sutton St NEW APPROACH High St Sutton St From North From East From Southeast From South From West Start Time Left BrLt Thru Right App.Total HdLt Left Thru Right App.Total HdLt BrLt BrRt HdRt App.Total Left Thru Right HdRt App.Total Left Thru BrRt Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 0 0 10 181 0 191 0 12 1 1 14 20 0 18 0 38 0 184 18 10 212 455 04:45 PM 0 0 0 0 0 0 14 124 0 138 5 5 0 1 11 11 0 33 1 45 0 203 9 12 224 418 05:00 PM 0 0 0 0 0 0 10 120 0 130 2 11 0 1 14 29 1 43 2 75 0 199 15 11 225 444 05:15 PM 0 0 1 0 1 1 9 120 1 131 0 6 0 2 8 17 1 26 0 44 0 216 18 11 245 429 Total Volume 0 0 1 0 1 1 43 545 1 590 7 34 1 5 47 77 2 120 3 202 0 802 60 44 906 1746 %App.Total 0 0 100 0 0.2 7.3 92.4 0.2 14.9 72.3 2.1 10.6 38.1 1 59.4 1.5 0 88.5 6.6 4.9 PHF .000 .000 .250 .000 .250 .250 .768 .753 .250 .772 .350 .708 .250 .625 .839 .664 .500 .698 .375 .673 .000 .928 .833 .917 .924 .959 Cars 0 0 1 0 1 1 43 543 1 588 7 34 1 5 47 77 2 120 3 202 0 801 60 44 905 1743 %Cars 0 0 100 0 100 100 100 99.6 100 99.7 100 100 100 100 100 100 100 100 100 100 0 99.9 100 100 99.9 99.8 Trucks 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 3 %Trucks 0 0 0 0 0 0 0 0.4 0 0.3 0 0 0 0 0 0 0 0 0 0 0 0.1 0 0 0.1 0.2 Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :3 Poor St Out In Total 4 1 5 0 0 0 4 1 0 1 0 0 0 0 0 0 0 1 0 0 M Thru BrLt Left Ri47 L+ Peak Hour Data ��Mc�o 000� 0 � � � o o 1-�0� N N,rt ��0 C, North }, CO CO o o - U1 Cn (A rn rn �� Peak Hour Begins at 04:30 P �� �,W o 0 0}, cn Cn o (0o� Cars r oNo Cf) m� Trucks �' N CD L W O CO QUO CD �o�� 2 Ul Cn0 O Left Thru Ri ht HdRt O 77 2 120 3 0 0 0 0 � ,� O ,�►� t`77 2 120 3 �a�A 3 N O� DK O 95 F 202 297 D� 0 0 0 rod`° 95 202 297 rod` Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:15 PM 04:30 PM 04:30 PM 04:45 PM 04:45 PM +0 mins. 0 0 1 0 1 0 10 181 0 191 0 12 1 1 14 11 0 33 1 45 0 203 9 12 224 +15 mins. 0 1 0 0 1 0 14 124 0 138 5 5 0 1 11 29 1 43 2 75 0 199 15 11 225 +30 mins. 0 0 1 0 1 0 10 120 0 130 2 11 0 1 14 17 1 26 0 44 0 216 18 11 245 +45 mins. 0 0 1 0 1 1 9 120 1 131 0 6 0 2 8 16 0 21 2 39 0 210 7 13 230 Total Volume 0 1 3 0 4 1 43 545 1 590 7 34 1 5 47 73 2 123 5 203 0 828 49 47 924 %App.Total 0 25 75 0 0.2 7.3 92.4 0.2 14.9 72.3 2.1 10.6 36 1 60.6 2.5 0 89.6 5.3 5.1 PHF .000 .250 .750 .000 1.000 .250 .768 .753 .250 .772 .350 .708 .250 .625 .839 .629 .500 .715 .625 .677 .000 .958 .681 .904 .943 Accurate Counts 978-664-2565 Cars 0 1 3 0 4 1 43 543 1 588 7 34 1 5 47 73 2 123 5 203 0 826 49 47 922 %Cars 0 100 100 0 100 100 100 99.6 100 99.7 100 100 100 100 100 100 100 100 100 100 0 99.8 100 100 99.8 Trucks 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 %Trucks 0 0 0 0 0 0 0 0.4 0 0.3 0 0 0 0 0 0 0 0 0 0 0 0.2 0 0 0.2 Poor St In-Peak Hour:05:15 PM 4 0 4 0 3 1 0 0 0 0 0 0 3 1 0 Ri ht Thru BrLt Left Peak Hour Data Ln o� (0N Oo � North ° v ��NN� ONO ONO�� �3Ul U CO �N N H Cars v,NW =� C O O O .1- 0= rn O rn Trucks C' C' ° CO W =3 CD D_ W O O 1 F+ °h Left Thru Ri ht HdRto�� O 73 2 123 5 0 0 0 0 Q O 73 2 123 5 O �tK O 2 33 0 Qo�� 203 , In-Peak Hour:04:45 PM �� Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :5 Groups Printed-Cars Poor St Sutton St NEW APPROACH High St Sutton St From North From East From Southeast From South From West Start Time Left :B:=rLtThru Right HdLt Left Thru Right HdLt BrLt BrRt HdRt Left Thru Right HdRt Left Thru L BrRt L Right Int.Total 04:00 PM 0 0 0 0 0 10 116 0 1 9 0 0 13 0 22 1 0 166 13 8 359 04:15 PM 0 0 0 0 0 11 119 0 1 6 0 0 8 0 13 3 0 168 14 12 355 04:30 PM 0 0 0 0 0 10 181 0 0 12 1 1 20 0 18 0 0 184 18 10 455 04:45 PM 0 0 0 0 0 14 124 0 5 5 0 1 11 0 33 1 0 202 9 12 417 Total 0 0 0 0 0 45 540 0 7 32 1 2 52 0 86 5 0 720 54 42 1586 05:00 PM 0 0 0 0 0 10 119 0 2 11 0 1 29 1 43 2 0 199 15 11 443 05:15 PM 0 0 1 0 1 9 119 1 0 6 0 2 17 1 26 0 0 216 18 11 428 05:30 PM 0 1 0 0 0 7 107 0 2 7 0 1 16 0 21 2 0 209 7 13 393 05:45 PM 0 0 1 0 0 15 118 0 5 9 0 0 22 1 15 1 0 182 14 10 393 Total 0 1 2 0 1 41 463 1 9 33 0 4 84 3 105 5 0 806 54 45 1657 06:00 PM 0 0 1 0 1 11 100 0 0 11 1 1 14 0 13 2 0 162 11 12 340 06:15 PM 0 0 0 0 0 2 86 1 0 8 0 0 5 1 11 1 0 163 16 10 304 06:30 PM 0 0 1 0 0 3 90 0 0 7 0 0 10 0 9 0 0 130 12 10 272 06:45 PM 0 0 0 0 3 8 73 0 1 6 0 0 12 0 10 2 1 103 17 8 244 Total 0 0 2 0 4 24 349 1 1 32 1 1 41 1 43 5 1 558 56 40 1160 Grand Total 0 1 4 0 5 110 1352 2 17 97 2 7 177 4 234 15 1 2084 164 127 4403 Apprch% 0 20 80 0 0.3 7.5 92 0.1 13.8 78.9 1.6 5.7 41.2 0.9 54.4 3.5 0 87.7 6.9 5.3 Total% 0 0 0.1 0 0.1 2.5 30.7 0 0.4 2.2 0 0.2 4 0.1 5.3 0.3 0 47.3 3.7 2.9 Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :6 Poor St Sutton St NEW APPROACH High St Sutton St From North From East From Southeast From South From West Start Time Left BrLt Thru Right App.Total HdLt Left Thru Right App.Total HdLt BrLt BrRt HdRt App.Total Left Thru Right HdRt App.Total Left Thru BrRt Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 0 0 10 181 0 191 0 12 1 1 14 20 0 18 0 38 0 184 18 10 212 455 04:45 PM 0 0 0 0 0 0 14 124 0 138 5 5 0 1 11 11 0 33 1 45 0 202 9 12 223 417 05:00 PM 0 0 0 0 0 0 10 119 0 129 2 11 0 1 14 29 1 43 2 75 0 199 15 11 225 443 05:15 PM 0 0 1 0 1 1 9 119 1 130 0 6 0 2 8 17 1 26 0 44 0 216 18 11 245 428 Total Volume 0 0 1 0 1 1 43 543 1 588 7 34 1 5 47 77 2 120 3 202 0 801 60 44 905 1743 %App.Total 0 0 100 0 0.2 7.3 92.3 0.2 14.9 72.3 2.1 10.6 38.1 1 59.4 1.5 0 88.5 6.6 4.9 PHF .000 .000 .250 .000 .250 .250 .768 .750 .250 .770 .350 .708 .250 .625 .839 .664 .500 .698 .375 .673 .000 .927 .833 .917 .923 .958 Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :7 Poor St Out In Total 4 01 05 0 1 0 0 Ri ht Thru BrLt Left Peak Hour Data 5 LO � � ? J � p = L North rn U) 0� 00�� �3 cn C: C � ~ � W .- Peak Hour Begins at 04:30 PAn co r r 00 Cf) pp CD � Cars G, 4- 0 N F+ [\A Left Thru Ri ht HdRt 77 02 120 3 95 202 297 ��t` Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:15 PM 04:15 PM 04:30 PM 04:45 PM 04:45 PM +0 mins. 0 0 1 0 1 0 11 119 0 130 0 12 1 1 14 11 0 33 1 45 0 202 9 12 223 +15 mins. 0 1 0 0 1 0 10 181 0 191 5 5 0 1 11 29 1 43 2 75 0 199 15 11 225 +30 mins. 0 0 1 0 1 0 14 124 0 138 2 11 0 1 14 17 1 26 0 44 0 216 18 11 245 +45 mins. 0 0 1 0 1 0 10 119 0 129 0 6 0 2 8 16 0 21 2 39 0 209 7 13 229 Total Volume 0 1 3 0 4 0 45 543 0 588 7 34 1 5 47 73 2 123 5 203 0 826 49 47 922 %App.Total 0 25 75 0 0 7.7 92.3 0 14.9 72.3 2.1 10.6 36 1 60.6 2.5 0 89.6 5.3 5.1 PHF .000 .250 .750 .000 1.000 .000 .804 .750 .000 .770 .350 .708 .250 .625 .839 .629 .500 .715 .625 .677 .000 .956 .681 .904 .941 Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :8 Poor St In-Peak Hour:05:15 PM 0 3 1 0 Ri ht Thru BrLt Left Peak Hour Data 0- a) o North v Z3 N H w 0 o=� Cars CC) Z3 CD a m � Cn Q� O F+ [ Q Left Thru RICIht HdRt 73 02 123 5 X, Q� 203 , In-Peak Hour:04:45 PM �� Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :9 Groups Printed-Trucks Poor St Sutton St NEW APPROACH High St Sutton St From North From East From Southeast From South From West Start Time Left :B:=rLtThru Right HdLt Left Thru Right HdLt BrLt BrRt HdRt Left Thru Right HdRt Left Thru L BrRt L Right Int.Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 05:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:15 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 05:45 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 1 0 0 4 06:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 06:30 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 1 0 0 3 Grand Total 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 5 0 0 10 Apprch% 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 100 0 0 Total% 0 0 0 0 0 0 50 0 0 0 0 0 0 0 0 0 0 50 0 0 Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 10 Poor St Sutton St NEW APPROACH High St Sutton St From North From East From Southeast From South From West Start Time Left BrLt Thru Right App.Total HdLt Left Thru Right App.Total HdLt BrLt BrRt HdRt App.Total Left Thru Right HdRt App.Total Left Thru BrRt Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 05:00 PM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total Volume 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 4 %App.Total 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 100 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .375 .000 .000 .375 .500 Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 11 Poor St Out In Total 0 D0 D0 0 0 0 0 Ri ht Thru BrLt Left Peak Hour Data -i5'IT C) o � O J 3 O CO North o Peak Hour Begins at 04:15 PNI 0 Cf)Cry �CD r m Trucks o 4- p �� = o �ai0 o 0 F+ [ a Left Thru Ri ht HdRt 0 D0 0 0 •� O Do o Do 0 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 05:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 Total Volume 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 %App.Total 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 100 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .750 .000 .750 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .375 .000 .000 .375 Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 12 Poor St In-Peak Hour:04:00 PM DO 0 0 0 0 Ri ht Thru BrLt Left Peak Hour Data 0- a) J 3 O r-r c� -1 North v Z3 ~ w o o ° Trucks ° _ •}, Z3 U) �� w o cn � CDo 0 Q� O OHO �o .�.aQ) F+ r Left Thru Ri ht HdRt 0 Do 0 0 �a�� o o K. .�• O o , In-Peak Hour:04:00 PM �� Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 13 Groups Printed-Bikes Peds Poor St Sutton St NEW APPROACH High St Sutton St From North From East From Southeast From South From West Start Time Left BrLt Thru Right Peds HdLtL Left Thru Right Peds HdLt BrLt BrRt HdRt Peds Left Thru Right HdRt Peds Left Thru BrRt Right Peds Exclu.Total Inclu.Total Int.Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 2 0 2 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 1 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 1 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 3 0 3 Apprch% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total% 100 0 Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 14 Poor St Sutton St NEW APPROACH High St Sutton St From North From East From Southeast From South From West Start Time Left BrLt Thru Right App.Total HdLt Left Thru Right App.Total HdLt BrLt BrRt HdRt App.Total Left Thru Right HdRt App.Total Left Thru BrRt Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 15 Poor St Out In Total 0 D0 D0 0 0 0 0 Ri ht Thru BrLt Left Peak Hour Data 75 0 0 0 O J 3 o • North cn c o Peak Hour Begins at 04:00 P 0 ryCf) r o o m� CD Bikes Peds o p �ai0 o 0 F+ [ a Left Thru Ri ht HdRt 0 D0 0 0 •� O Do o Do 0 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street : Poor Street/High Street File Name :27010002 E/W Street: Sutton St/Chadwick St Site Code :27010002 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 16 Poor St In-Peak Hour:04:00 PM DO 0 0 0 0 Ri ht Thru BrLt Left Peak Hour Data 0- a) J 3 o r-r • North v U) Z3 ~ o o ° ° Bikes Peds ° _ •}, Z3 cn� �� �� CDo a) o 0 � o Q� O OHO �o .�.aQ) F+ r Left Thru Ri ht HdRt 0 Do 0 0 �a�� o o K. .�• O o , In-Peak Hour:04:00 PM �� Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 1 Groups Printed-Cars-Trucks North Main Street Sutton Street Main Street Sutton Street From North From East From South From West Start Time Left Thru Right Left L Thru Right Left Thru Right Left L Thru Right Int.Total 06:00 AM 1 0 0 13 36 1 14 1 28 0 51 16 161 06:15 AM 0 1 0 18 59 0 18 1 35 0 94 18 244 06:30 AM 0 2 0 24 78 1 36 4 33 0 96 42 316 06:45 AM 2 2 1 38 98 2 36 4 37 0 119 37 376 Total 3 5 1 93 271 4 104 10 133 0 360 113 1097 07:00 AM 1 1 1 46 129 1 40 3 42 0 81 57 402 07:15 AM 1 0 0 78 162 1 40 0 50 1 96 53 482 07:30 AM 2 3 0 88 149 0 48 1 63 3 95 50 502 07:45 AM 0 3 1 70 145 3 59 3 69 1 125 55 534 Total 4 7 2 282 585 5 187 7 224 5 397 215 1920 08:00 AM 2 1 0 64 147 2 61 2 60 0 104 60 503 08:15 AM 2 4 0 77 167 1 47 2 49 0 86 49 484 08:30 AM 3 3 0 57 128 2 53 2 38 0 96 79 461 08:45 AM 3 4 0 56 115 2 58 3 36 0 94 63 434 Total 10 12 0 254 557 7 219 9 183 0 380 251 1882 Grand Total 17 24 3 629 1413 16 510 26 540 5 1137 579 4899 Apprch% 38.6 54.5 6.8 30.6 68.7 0.8 47.4 2.4 50.2 0.3 66.1 33.6 Total% 0.3 0.5 0.1 12.8 28.8 0.3 10.4 0.5 11 0.1 23.2 11.8 Cars 17 21 1 626 1389 15 503 26 536 5 1115 570 4824 %Cars 100 87.5 33.3 99.5 98.3 93.8 98.6 100 99.3 100 98.1 98.4 98.5 Trucks 0 3 2 3 24 1 7 0 4 0 22 9 75 %Trucks 0 12.5 66.7 0.5 1.7 6.2 1.4 0 0.7 0 1.9 1.6 1.5 Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :2 North Main Street Sutton Street Main Street Sutton Street From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 2 3 0 5 88 149 0 237 48 1 63 112 3 95 50 148 502 07:45 AM 0 3 1 4 70 145 3 218 59 3 69 131 1 125 55 181 534 08:00 AM 2 1 0 3 64 147 2 213 61 2 60 123 0 104 60 164 503 08:15 AM 2 4 0 6 77 167 1 245 47 2 49 98 0 86 49 135 484 Total Volume 6 11 1 18 299 608 6 913 215 8 241 464 4 410 214 628 2023 %App.Total 33.3 61.1 5.6 32.7 66.6 0.7 46.3 1.7 51.9 0.6 65.3 34.1 PHF .750 .688 .250 .750 .849 .910 .500 .932 .881 .667 .873 .885 .333 .820 .892 .867 .947 Cars 6 11 1 18 299 600 5 904 213 8 239 460 4 402 209 615 1997 %Cars 100 100 100 100 100 98.7 83.3 99.0 99.1 100 99.2 99.1 100 98.0 97.7 97.9 98.7 Trucks 0 0 0 0 0 8 1 9 2 0 2 4 0 8 5 13 26 %Trucks 0 0 0 0 0 1.3 16.7 1.0 0.9 0 0.8 0.9 0 2.0 2.3 2.1 1.3 Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :3 North Main Street Out In Total 17 18 35 1 0 1 18 1 1 11 6 0 0 0 1 11 6 Ri ht Thru Left L+ Peak Hour Data 0)co N N LO North J o7 N 00 lc� L Peak Hour Begins at 07:30 A 0 0 0 CO co Cn ° ~ Cars 00000 c.0co� M LO Trucks CD CD Q �-p CD CD c0 O cc �O OC9-� Left Thru Right 213 8 239 2 0 2 215 8 241 L— 519 460 979 5 4 9 524 464 988 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 07:30 AM 07:30 AM 07:45 AM +0 mins. 2 1 0 3 88 149 0 237 48 1 63 112 1 125 55 181 +15 mins. 2 4 0 6 70 145 3 218 59 3 69 131 0 104 60 164 +30 mins. 3 3 0 6 64 147 2 213 61 2 60 123 0 86 49 135 +45 mins. 3 4 0 7 77 167 1 245 47 2 49 98 0 96 79 175 Total Volume 10 12 0 22 299 608 6 913 215 8 241 464 1 411 243 655 %App.Total 45.5 54.5 0 32.7 66.6 0.7 46.3 1.7 51.9 0.2 62.7 37.1 P H F .833 .750 .000 .786 .849 .910 .500 .932 .881 .667 .873 .885 .250 .822 .769 .905 Accurate Counts 978-664-2565 Cars 10 10 0 20 299 600 5 904 213 8 239 460 1 404 239 644 %Cars 100 83.3 0 90.9 100 98.7 83.3 99 99.1 100 99.2 99.1 100 98.3 98.4 98.3 Trucks 0 2 0 2 0 8 1 9 2 0 2 4 0 7 4 11 %Trucks 0 16.7 0 9.1 0 1.3 16.7 1 0.9 0 0.8 0.9 0 1.7 1.6 1.7 North Main Street In-Peak Hour:08:00 AM 20 2 22 0 10 10 0 2 0 0 12 10 Ri ht Thru Left Peak Hour Data a L C) ti -j North A)C) 0')r1Cn r 11 O^ T�rr-h-F } L r LO rCars 2 C o0 0 � ��� Tucks 4-3rn rn o oc Cn O 00 00 o w 1 fl�.. �� 0_ N N C O O O CO D Left Thru Ri ht 213 8 239 2 0 2 215 8 241 4 0] 4 464 In-Peak Hour:07:30 AM Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :5 Groups Printed-Cars North Main Street Sutton Street Main Street Sutton Street From North From East From South From West Start Time Left Thru Right Left L Thru Right Left L Thru Right Left L Thru Right Int.Total 06:00 AM 1 0 0 13 33 1 13 1 28 0 49 15 154 06:15 AM 0 1 0 18 58 0 18 1 35 0 93 18 242 06:30 AM 0 2 0 24 78 1 35 4 33 0 93 41 311 06:45 AM 2 2 0 36 97 2 36 4 36 0 118 37 370 Total 3 5 0 91 266 4 102 10 132 0 353 111 1077 07:00 AM 1 0 0 45 127 1 38 3 41 0 77 55 388 07:15 AM 1 0 0 78 159 1 40 0 50 1 94 53 477 07:30 AM 2 3 0 88 148 0 47 1 63 3 93 49 497 07:45 AM 0 3 1 70 142 2 59 3 68 1 125 52 526 Total 4 6 1 281 576 4 184 7 222 5 389 209 1888 08:00 AM 2 1 0 64 145 2 60 2 59 0 101 60 496 08:15 AM 2 4 0 77 165 1 47 2 49 0 83 48 478 08:30 AM 3 3 0 57 125 2 52 2 38 0 95 79 456 08:45 AM 3 2 0 56 112 2 58 3 36 0 94 63 429 Total 10 10 0 254 547 7 217 9 182 0 373 250 1859 Grand Total 17 21 1 626 1389 15 503 26 536 5 1115 570 4824 Apprch% 43.6 53.8 2.6 30.8 68.4 0.7 47.2 2.4 50.3 0.3 66 33.7 Total% 0.4 0.4 0 13 28.8 0.3 10.4 0.5 11.1 0.1 23.1 11.8 Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :6 North Main Street Sutton Street Main Street Sutton Street From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 2 3 0 5 88 148 0 236 47 1 63 111 3 93 49 145 497 07:45 AM 0 3 1 4 70 142 2 214 59 3 68 130 1 125 52 178 526 08:00 AM 2 1 0 3 64 145 2 211 60 2 59 121 0 101 60 161 496 08:15 AM 2 4 0 6 77 165 1 243 47 2 49 98 0 83 48 131 478 Total Volume 6 11 1 18 299 600 5 904 213 8 239 460 4 402 209 615 1997 %App.Total 33.3 61.1 5.6 33.1 66.4 0.6 46.3 1.7 52 0.7 65.4 34 PHF .750 .688 .250 .750 .849 .909 .625 .930 .888 .667 .879 .885 .333 .804 .871 .864 .949 Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :7 North Main Street Out In Total 17 18 35 1 11 6 Ri ht Thru Left L+ Peak Hour Data o �O t North J o7 L o CO Peak Hour Begins at 07:30 A �3 0 0 Cn o o C cD o Cars m CO N IV �O C C• (0 Left Thru Ri ht 213 8 239 519 460 979 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 07:30 AM 07:30 AM 07:45 AM +0 mins. 2 1 0 3 88 148 0 236 47 1 63 111 1 125 52 178 +15 mins. 2 4 0 6 70 142 2 214 59 3 68 130 0 101 60 161 +30 mins. 3 3 0 6 64 145 2 211 60 2 59 121 0 83 48 131 +45 mins. 3 2 0 5 77 165 1 243 47 2 49 98 0 95 79 174 Total Volume 10 10 0 20 299 600 5 904 213 8 239 460 1 404 239 644 %App.Total 50 50 0 33.1 66.4 0.6 46.3 1.7 52 0.2 62.7 37.1 PHF .833 .625 .000 .833 .849 .909 .625 .930 .888 .667 .879 .885 .250 .808 .756 .904 Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :8 North Main Street In-Peak Hour:08:00 AM 20 0 10 10 Ri ht Thru Left L+ Peak Hour Data LO ti North Cn N O (!) Z3 CO Ic" O° �� Cars 3rn �� o= o C� C'n ]C'4 °IV� � C° D �� I � I Left Thru Ri ht 213 8 239 460 In-Peak Hour:07:30 AM Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :9 Groups Printed-Trucks North Main Street Sutton Street Main Street Sutton Street From North From East From South From West Start Time Left Thru Right Left L Thru Right Left L Thru Right Left L Thru Right Int.Total 06:00 AM 0 0 0 0 3 0 1 0 0 0 2 1 7 06:15 AM 0 0 0 0 1 0 0 0 0 0 1 0 2 06:30 AM 0 0 0 0 0 0 1 0 0 0 3 1 5 06:45 AM 0 0 1 2 1 0 0 0 1 0 1 0 6 Total 0 0 1 2 5 0 2 0 1 0 7 2 20 07:00 AM 0 1 1 1 2 0 2 0 1 0 4 2 14 07:15 AM 0 0 0 0 3 0 0 0 0 0 2 0 5 07:30 AM 0 0 0 0 1 0 1 0 0 0 2 1 5 07:45 AM 0 0 0 0 3 1 0 0 1 0 0 3 8 Total 0 1 1 1 9 1 3 0 2 0 8 6 32 08:00 AM 0 0 0 0 2 0 1 0 1 0 3 0 7 08:15 AM 0 0 0 0 2 0 0 0 0 0 3 1 6 08:30 AM 0 0 0 0 3 0 1 0 0 0 1 0 5 08:45 AM 0 2 0 0 3 0 0 0 0 0 0 0 5 Total 0 2 0 0 10 0 2 0 1 0 7 1 23 Grand Total 0 3 2 3 24 1 7 0 4 0 22 9 75 Apprch% 0 60 40 10.7 85.7 3.6 63.6 0 36.4 0 71 29 Total% 0 4 2.7 4 32 1.3 9.3 0 5.3 0 29.3 12 Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 10 North Main Street Sutton Street Main Street Sutton Street From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 1 1 2 1 2 0 3 2 0 1 3 0 4 2 6 14 07:15 AM 0 0 0 0 0 3 0 3 0 0 0 0 0 2 0 2 5 07:30 AM 0 0 0 0 0 1 0 1 1 0 0 1 0 2 1 3 5 07:45 AM 0 0 0 0 0 3 1 4 0 0 1 1 0 0 3 3 8 Total Volume 0 1 1 2 1 9 1 11 3 0 2 5 0 8 6 14 32 %App.Total 0 50 50 9.1 81.8 9.1 60 0 40 0 57.1 42.9 PHF .000 .250 .250 .250 .250 .750 .250 .688 .375 .000 .500 .417 .000 .500 .500 .583 .571 Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 11 North Main Street Out In Total 11 02 03 1 1 0 Ri ht Thru Left L+ Peak Hour Data N 0 o O �l North Cn 0 Peak Hour Begins at 07:00 A �3 o Cn cD M TrucksCD CD p o N� Left Thru Rii ht 3 1 21 ® 5 13 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:15 AM 07:00 AM 06:15 AM 07:00 AM +0 mins. 0 0 0 0 1 2 0 3 0 0 0 0 0 4 2 6 +15 mins. 0 0 0 0 0 3 0 3 1 0 0 1 0 2 0 2 +30 mins. 0 0 1 1 0 1 0 1 0 0 1 1 0 2 1 3 +45 mins. 0 1 1 2 0 3 1 4 2 0 1 3 0 0 3 3 Total Volume 0 1 2 3 1 9 1 11 3 0 2 5 0 8 6 14 %App.Total 0 33.3 66.7 9.1 81.8 9.1 60 0 40 0 57.1 42.9 PHF .000 .250 .500 .375 .250 .750 .250 .688 .375 .000 .500 .417 .000 .500 .500 .583 Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 12 North Main Street In-Peak Hour:06:15 AM 0 2 1 0 Ri ht Thru Left L+ Peak Hour Data CD North vCn in � o ° ------ Trucks o= Cn o�CD 1 > I � I Left Thru Rii ht 3 01 21 5 In-Peak Hour:06:15 AM Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 13 Grou s Printed-Bikes Peds North Main Street Sutton Street Main Street Sutton Street From North From East From South From West Start Time Left Thru Right Peds Left Thru Right L Peds Left Thru Right Peds Left Thru L Right Peds Exclu.Total Inclu.Total Int.Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 1 2 0 0 0 0 0 0 0 0 2 1 3 06:45 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 1 Total 0 0 0 0 0 0 1 3 0 0 0 0 0 0 0 0 3 1 4 07:00 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 2 0 2 07:15 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 1 07:30 AM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 1 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 0 2 Total 0 0 0 0 0 0 0 2 1 0 0 2 0 0 0 1 5 1 6 08:00 AM 0 0 0 0 0 0 0 2 0 0 0 1 0 0 0 0 3 0 3 08:15 AM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 2 4 0 4 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 3 0 3 Total 0 0 0 0 0 0 0 7 0 0 0 1 0 0 0 2 10 0 10 Grand Total 0 0 0 0 0 0 1 12 1 0 0 3 0 0 0 3 18 2 20 Apprch% 0 0 0 0 0 100 100 0 0 0 0 0 Total% 0 0 0 0 0 50 50 0 0 0 0 0 90 10 Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 14 North Main Street Sutton Street Main Street Sutton Street From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 %App.Total 0 0 0 0 0 100 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .250 .250 .000 .000 .000 .000 .000 .000 .000 .000 .250 Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 15 North Main Street Out In Total 11 D0 01 0 0 0 Ri ht Thru Left L+ Peak Hour Data -p 0 O ~ � North CD Cn � o (n o 0 Peak Hour Begins at 06:00 A �3 0 Cn p C U) o o Bikes PedsCD CD O 0 0 v Left Thru Rii ht 0 01 01 3 0 DO Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:00 AM 06:00 AM 06:45 AM 06:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 Total Volume 0 0 0 0 0 0 1 1 1 0 0 1 0 0 0 0 %App.Total 0 0 0 0 0 100 100 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .250 .250 .250 .000 .000 .250 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 16 North Main Street In-Peak Hour:06:00 AM 0 0 0 0 Ri ht Thru Left L+ Peak Hour Data CD North Cn N O O � O 2 p C_ �� Bikes Peds �� � v) D N O CD �CD � o o � E o > I � I Left Thru Rii ht 1 01 01 1 In-Peak Hour:06:45 AM Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 1 Groups Printed-Cars-Trucks North Main Street Sutton Street Main Street Sutton Street From North From East From South From West Start Time Left Thru Right Left L Thru Right Left Thru Right Left L Thru Right Int.Total 04:00 PM 2 5 0 53 122 0 62 3 72 1 137 65 522 04:15 PM 2 2 0 42 117 1 54 3 65 0 150 67 503 04:30 PM 5 3 2 71 165 3 56 2 83 2 144 70 606 04:45 PM 1 3 1 70 130 0 46 0 91 0 131 57 530 Total 10 13 3 236 534 4 218 8 311 3 562 259 2161 05:00 PM 4 4 2 52 123 4 67 2 84 0 160 59 561 05:15 PM 0 4 0 57 108 1 70 2 91 1 153 79 566 05:30 PM 2 1 0 49 111 1 60 2 89 0 154 55 524 05:45 PM 1 2 0 55 117 1 57 3 82 1 132 62 513 Total 7 11 2 213 459 7 254 9 346 2 599 255 2164 06:00 PM 1 1 0 61 89 0 59 2 91 0 111 61 476 06:15 PM 2 1 0 31 87 2 55 0 99 0 100 44 421 06:30 PM 2 1 1 43 89 0 44 1 77 1 86 50 395 06:45 PM 1 1 0 37 69 1 39 3 65 0 71 48 335 Total 6 4 1 172 334 3 197 6 332 1 368 203 1627 Grand Total 23 28 6 621 1327 14 669 23 989 6 1529 717 5952 Apprch% 40.4 49.1 10.5 31.7 67.6 0.7 39.8 1.4 58.8 0.3 67.9 31.8 Total% 0.4 0.5 0.1 10.4 22.3 0.2 11.2 0.4 16.6 0.1 25.7 12 Cars 23 28 6 619 1321 14 658 22 988 5 1525 710 5919 %Cars 100 100 100 99.7 99.5 100 98.4 95.7 99.9 83.3 99.7 99 99.4 Trucks 0 0 0 2 6 0 11 1 1 1 4 7 33 %Trucks 0 0 0 0.3 0.5 0 1.6 4.3 0.1 16.7 0.3 1 0.6 Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :2 North Main Street Sutton Street Main Street Sutton Street From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 5 3 2 10 71 165 3 239 56 2 83 141 2 144 70 216 606 04:45 PM 1 3 1 5 70 130 0 200 46 0 91 137 0 131 57 188 530 05:00 PM 4 4 2 10 52 123 4 179 67 2 84 153 0 160 59 219 561 05:15 PM 0 4 0 4 57 108 1 166 70 2 91 163 1 153 79 233 566 Total Volume 10 14 5 29 250 526 8 784 239 6 349 594 3 588 265 856 2263 %App.Total 34.5 48.3 17.2 31.9 67.1 1 40.2 1 58.8 0.4 68.7 31 PHF .500 .875 .625 .725 .880 .797 .500 .820 .854 .750 .959 .911 .375 .919 .839 .918 .934 Cars 10 14 5 29 249 524 8 781 235 6 349 590 2 587 263 852 2252 %Cars 100 100 100 100 99.6 99.6 100 99.6 98.3 100 100 99.3 66.7 99.8 99.2 99.5 99.5 Trucks 0 0 0 0 1 2 0 3 4 0 0 4 1 1 2 4 11 %Trucks 0 0 0 0 0.4 0.4 0 0.4 1.7 0 0 0.7 33.3 0.2 0.8 0.5 0.5 Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :3 North Main Street Out In Total 16 29 45 1 0 1 17 2 4 5 14 10 0 0 0 5 14 10 Ri ht Thru Left L+ � Peak Hour Data -i5COo0 0 N North rn Cn �00 000 c U CC) L Peak Hour Begins at 04:30 P _0 CO CO0 ��� ��N N CO 0� Cn ~ Cars d7 N� �C.0 � rC4 I Trucks CD ��C�O �-CD �� O ti ti `�O 1 CO �O W N Left Thru Right 235 6 349 4 0 0 239 6 349 L— 526 590 111 3 4 7 529 594 112 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:30 PM 05:00 PM 04:30 PM +0 mins. 2 2 0 4 71 165 3 239 67 2 84 153 2 144 70 216 +15 mins. 5 3 2 10 70 130 0 200 70 2 91 163 0 131 57 188 +30 mins. 1 3 1 5 52 123 4 179 60 2 89 151 0 160 59 219 +45 mins. 4 4 2 10 57 108 1 166 57 3 82 142 1 153 79 233 Total Volume 12 12 5 29 250 526 8 784 254 9 346 609 3 588 265 856 %App.Total 41.4 41.4 17.2 31.9 67.1 1 41.7 1.5 56.8 0.4 68.7 31 PHF .600 .750 .625 .725 .880 .797 .500 .820 .907 .750 .951 .934 .375 .919 .839 .918 Accurate Counts 978-664-2565 Cars 12 12 5 29 249 524 8 781 252 8 346 606 2 587 263 852 %Cars 100 100 100 100 99.6 99.6 100 99.6 99.2 88.9 100 99.5 66.7 99.8 99.2 99.5 Trucks 0 0 0 0 1 2 0 3 2 1 0 3 1 1 2 4 %Trucks 0 0 0 0 0.4 0.4 0 0.4 0.8 11.1 0 0.5 33.3 0.2 0.8 0.5 North Main Street In-Peak Hour:04:15 PM 129 0 29 5 12 12 0 0 0 5 12 12 Ri ht Thru Left Peak Hour Data O a)� North -00000 L�LO ti-0 Cars =o U) Z3 00 ° LO CO�� Trucks ��cn � � �c _ N N CO CO (n °� O CD U) MN LO- r �(D N N 0_ (p C �1 -'�p- Left Thru Ri ht 252 8 346 2 1 0 254 9 346 606 3 609 In-Peak Hour:05:00 PM Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :5 Groups Printed-Cars North Main Street Sutton Street Main Street Sutton Street From North From East From South From West Start Time Left Thru Right Left L Thru Right Left L Thru Right Left L Thru Right Int.Total 04:00 PM 2 5 0 53 121 0 62 3 72 1 137 64 520 04:15 PM 2 2 0 42 117 1 53 3 64 0 148 66 498 04:30 PM 5 3 2 71 165 3 54 2 83 1 143 70 602 04:45 PM 1 3 1 70 130 0 45 0 91 0 131 56 528 Total 10 13 3 236 533 4 214 8 310 2 559 256 2148 05:00 PM 4 4 2 52 121 4 66 2 84 0 160 59 558 05:15 PM 0 4 0 56 108 1 70 2 91 1 153 78 564 05:30 PM 2 1 0 49 111 1 60 2 89 0 154 55 524 05:45 PM 1 2 0 55 115 1 56 2 82 1 132 60 507 Total 7 11 2 212 455 7 252 8 346 2 599 252 2153 06:00 PM 1 1 0 60 89 0 59 2 91 0 111 61 475 06:15 PM 2 1 0 31 87 2 54 0 99 0 99 43 418 06:30 PM 2 1 1 43 88 0 42 1 77 1 86 50 392 06:45 PM 1 1 0 37 69 1 37 3 65 0 71 48 333 Total 6 4 1 171 333 3 192 6 332 1 367 202 1618 Grand Total 23 28 6 619 1321 14 658 22 988 5 1525 710 5919 Apprch% 40.4 49.1 10.5 31.7 67.6 0.7 39.4 1.3 59.2 0.2 68.1 31.7 Total% 0.4 0.5 0.1 10.5 22.3 0.2 11.1 0.4 16.7 0.1 25.8 12 Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :6 North Main Street Sutton Street Main Street Sutton Street From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 5 3 2 10 71 165 3 239 54 2 83 139 1 143 70 214 602 04:45 PM 1 3 1 5 70 130 0 200 45 0 91 136 0 131 56 187 528 05:00 PM 4 4 2 10 52 121 4 177 66 2 84 152 0 160 59 219 558 05:15 PM 0 4 0 4 56 108 1 165 70 2 91 163 1 153 78 232 564 Total Volume 10 14 5 29 249 524 8 781 235 6 349 590 2 587 263 852 2252 %App.Total 34.5 48.3 17.2 31.9 67.1 1 39.8 1 59.2 0.2 68.9 30.9 P H F .500 .875 .625 .725 .877 .794 .500 .817 .839 .750 .959 .905 .500 .917 .843 .918 .935 Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :7 North Main Street Out In Total 16 29 45 5 14 10 Ri ht Thru Left L+ Peak Hour Data �� o N �°0 qt 0 North 0) o7 CO � N LC) I O — -� Cn Peak Hour Begins at 04:30 P o C CD ]C4 � Cars CD � CD �o O (0 N,� Left Thru Ri ht 235 6 349 526 590 111 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:30 PM 05:00 PM 05:00 PM +0 mins. 2 2 0 4 71 165 3 239 66 2 84 152 0 160 59 219 +15 mins. 5 3 2 10 70 130 0 200 70 2 91 163 1 153 78 232 +30 mins. 1 3 1 5 52 121 4 177 60 2 89 151 0 154 55 209 +45 mins. 4 4 2 10 56 108 1 165 56 2 82 140 1 132 60 193 Total Volume 12 12 5 29 249 524 8 781 252 8 346 606 2 599 252 853 %App.Total 41.4 41.4 17.2 31.9 67.1 1 41.6 1.3 57.1 0.2 70.2 29.5 PHF .600 .750 .625 .725 .877 .794 .500 .817 .900 1.000 .951 .929 .500 .936 .808 .919 Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :8 North Main Street In-Peak Hour:04:15 PM 29 5 12 12 Ri ht Thru Left L+ Peak Hour Data CD U-) North Cn N O C U-) =p Cn CO O ° � O � LO� Cars Do= = N) �� cn cU cn ]CU'4 CD N� C O �CO � Left Thru Ri ht 252 8 346 606 In-Peak Hour:05:00 PM Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :9 Groups Printed-Trucks North Main Street Sutton Street Main Street Sutton Street From North From East From South From West Start Time Left Thru Right Left L Thru Right Left L Thru Right Left L Thru Right Int.Total 04:00 PM 0 0 0 0 1 0 0 0 0 0 0 1 2 04:15 PM 0 0 0 0 0 0 1 0 1 0 2 1 5 04:30 PM 0 0 0 0 0 0 2 0 0 1 1 0 4 04:45 PM 0 0 0 0 0 0 1 0 0 0 0 1 2 Total 0 0 0 0 1 0 4 0 1 1 3 3 13 05:00 PM 0 0 0 0 2 0 1 0 0 0 0 0 3 05:15 PM 0 0 0 1 0 0 0 0 0 0 0 1 2 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 2 0 1 1 0 0 0 2 6 Total 0 0 0 1 4 0 2 1 0 0 0 3 11 06:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 1 06:15 PM 0 0 0 0 0 0 1 0 0 0 1 1 3 06:30 PM 0 0 0 0 1 0 2 0 0 0 0 0 3 06:45 PM 0 0 0 0 0 0 2 0 0 0 0 0 2 Total 0 0 0 1 1 0 5 0 0 0 1 1 9 Grand Total 0 0 0 2 6 0 11 1 1 1 4 7 33 Apprch% 0 0 0 25 75 0 84.6 7.7 7.7 8.3 33.3 58.3 Total% 0 0 0 6.1 18.2 0 33.3 3 3 3 12.1 21.2 Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 10 North Main Street Sutton Street Main Street Sutton Street From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 0 0 0 0 0 0 0 0 1 0 1 2 0 2 1 3 5 04:30 PM 0 0 0 0 0 0 0 0 2 0 0 2 1 1 0 2 4 04:45 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 2 05:00 PM 0 0 0 0 0 2 0 2 1 0 0 1 0 0 0 0 3 Total Volume 0 0 0 0 0 2 0 2 5 0 1 6 1 3 2 6 14 %App.Total 0 0 0 0 100 0 83.3 0 16.7 16.7 50 33.3 PHF .000 .000 .000 .000 .000 .250 .000 .250 .625 .000 .250 .750 .250 .375 .500 .500 .700 Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 11 North Main Street Out In Total 11 D0 01 0 0 0 Ri ht Thru Left L+ Peak Hour Data CO i5� o O o North o 07 o � 0 Peak Hour Begins at 04:15 P 0 N N CC CD N TrucksCD CD O 0 0 v rn— Left Thru Rii ht 5 1 11 0 6 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 05:00 PM 04:15 PM 04:00 PM +0 mins. 0 0 0 0 0 2 0 2 1 0 1 2 0 0 1 1 +15 mins. 0 0 0 0 1 0 0 1 2 0 0 2 0 2 1 3 +30 mins. 0 0 0 0 0 0 0 0 1 0 0 1 1 1 0 2 +45 mins. 0 0 0 0 0 2 0 2 1 0 0 1 0 0 1 1 Total Volume 0 0 0 0 1 4 0 5 5 0 1 6 1 3 3 7 %App.Total 0 0 0 20 80 0 83.3 0 16.7 14.3 42.9 42.9 P H F .000 .000 .000 .000 .250 .500 .000 .625 .625 .000 .250 .750 .250 .375 .750 .583 Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 12 North Main Street In-Peak Hour:04:00 PM 0 0 0 0 Ri ht Thru Left L+ Peak Hour Data CD North Cn ago 1C) o _ �� Trucks �� C Cn o Cn m M r �CD CD � 1 � I � I Left Thru Rii ht 5 01 11 6 In-Peak Hour:04:15 PM Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 13 Grou s Printed-Bikes Peds North Main Street Sutton Street Main Street Sutton Street From North From East From South From West Start Time Left Thru Right Peds Left Thru Right L Peds Left Thru Right Peds Left Thru L Right Peds Exclu.Total Inclu.Total Int.Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 1 0 1 0 1 0 0 0 0 0 0 0 1 3 1 4 04:45 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 Total 0 0 0 2 0 1 0 1 0 0 0 0 0 0 0 1 4 1 5 05:00 PM 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 2 0 2 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 2 0 2 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 3 0 1 0 2 0 0 0 0 0 0 0 1 6 1 7 Apprch% 0 0 0 0 100 0 0 0 0 0 0 0 Total% 0 0 0 0 100 0 0 0 0 0 0 0 85.7 14.3 Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 14 North Main Street Sutton Street Main Street Sutton Street From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 %App.Total 0 0 0 0 100 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .250 Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 15 North Main Street Out In Total 0 D0 D0 0 0 0 Ri ht Thru Left L+ Peak Hour Data 0 O ~ � North CD Cn � o (n o 0 �� Peak Hour Begins at 04:00 P �3 0 Cn U) o Bikes PedsCD CD O 0 0 v Left Thru Rii ht 0 01 01 3 0 DO Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 %App.Total 0 0 0 0 100 0 0 0 0 0 0 0 P H F .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: North Main St/Main St File Name :27010003 E/W Street:Sutton Street Site Code :27010003 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 16 North Main Street In-Peak Hour:04:00 PM 0 0 0 0 Ri ht Thru Left L+ Peak Hour Data CD North Cn ago 1C) 0 2 0 _ Bikes Peds D.- CU o(D �CD � o o � E o � I � I Left Thru Rii ht 0 01 01 0 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 1 Groups Printed-Cars-Trucks Main St Main St Waverly Rd From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 16 17 3 23 26 1 86 06:15 AM 20 21 3 20 39 2 105 06:30 AM 34 29 3 44 38 3 151 06:45 AM 41 36 8 46 38 8 177 Total 111 103 17 133 141 14 519 07:00 AM 66 41 4 59 41 8 219 07:15 AM 59 67 7 53 43 7 236 07:30 AM 64 78 10 68 53 18 291 07:45 AM 67 67 5 67 64 15 285 Total 256 253 26 247 201 48 1031 08:00 AM 78 53 16 59 65 10 281 08:15 AM 65 69 6 71 46 13 270 08:30 AM 93 47 12 70 39 11 272 08:45 AM 87 43 15 90 34 23 292 Total 323 212 49 290 184 57 1115 Grand Total 690 568 92 670 526 119 2665 Apprch% 54.8 45.2 12.1 87.9 81.6 18.4 Total% 25.9 21.3 3.5 25.1 19.7 4.5 Cars 677 559 91 657 516 116 2616 %Cars 98.1 98.4 98.9 98.1 98.1 97.5 98.2 Trucks 13 9 1 13 10 3 49 %Trucks 1.9 1.6 1.1 1.9 1.9 2.5 1.8 Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :2 Main St Main St Waverly Rd From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 64 78 142 10 68 78 53 18 71 291 07:45 AM 67 67 134 5 67 72 64 15 79 285 08:00 AM 78 53 131 16 59 75 65 10 75 281 08:15 AM 65 69 134 6 71 77 46 13 59 270 Total Volume 274 267 541 37 265 302 228 56 284 1127 %App.Total 50.6 49.4 12.3 87.7 80.3 19.7 P H F .878 .856 .952 .578 .933 .968 .877 .778 .899 .968 Cars 269 263 532 36 259 295 223 54 277 1104 %Cars 98.2 98.5 98.3 97.3 97.7 97.7 97.8 96.4 97.5 98.0 Trucks 5 4 9 1 6 7 5 2 7 23 IYO Trucks 1.8 1.5 1.7 2.7 2.3 2.3 2.2 3.6 2.5 2.0 Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :3 Main St Out In Total 482 532 11 9 493 41 112 263 269 4 5 267 274 Ri ht Thru Peak Hour Data -[CO NOO N ti 00 O H � N N � North -N N N N J Peak Hour Begins at 07:30 A > NT N CD LO U Cars M� i2l"-� Trucks O N O Left Thru 36 259 1 6 37 265 323 295 618 7 7 14 330 302 632 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 08:00 AM 07:30 AM +0 mins. 64 78 142 16 59 75 53 18 71 +15 mins. 67 67 134 6 71 77 64 15 79 +30 mins. 78 53 131 12 70 82 65 10 75 +45 mins. 65 69 134 15 90 105 46 13 59 Total Volume 274 267 541 49 290 339 228 56 284 %App.Total 50.6 49.4 14.5 85.5 80.3 19.7 P H F .878 .856 .952 .766 .806 .807 .877 .778 .899 Accurate Counts 978-664-2565 Cars 269 263 532 48 284 332 223 54 277 %Cars 98.2 98.5 98.3 98 97.9 97.9 97.8 96.4 97.5 Trucks 5 4 9 1 6 7 5 2 7 %Trucks 1.8 1.5 1.7 2 2.1 2.1 2.2 3.6 2.5 Main St In-Peak Hour:07:30 AM 532 9 541 263 269 4 5 267 274 7Ri ht Thru Peak Hour Data a 0 M ti CO LO North O� �� N N J Cars N N >_ ,:I-N ILO — Trucks m� � o_ c I Left Thru 48 284 1 6 49 290 332 7 339 In-Peak Hour:08:00 AM Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :5 Groups Printed-Cars Main St Main St Waverly Rd From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 15 17 3 22 26 1 84 06:15 AM 19 21 3 20 39 2 104 06:30 AM 33 29 3 43 38 3 149 06:45 AM 41 34 8 45 37 8 173 Total 108 101 17 130 140 14 510 07:00 AM 63 40 4 58 39 8 212 07:15 AM 59 67 7 53 43 7 236 07:30 AM 63 78 10 66 52 17 286 07:45 AM 64 66 5 66 63 14 278 Total 249 251 26 243 197 46 1012 08:00 AM 78 52 15 56 63 10 274 08:15 AM 64 67 6 71 45 13 266 08:30 AM 93 47 12 68 39 11 270 08:45 AM 85 41 15 89 32 22 284 Total 320 207 48 284 179 56 1094 Grand Total 677 559 91 657 516 116 2616 Apprch% 54.8 45.2 12.2 87.8 81.6 18.4 Total% 25.9 21.4 3.5 25.1 19.7 4.4 Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :6 Main St Main St Waverly Rd From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 63 78 141 10 66 76 52 17 69 286 07:45 AM 64 66 130 5 66 71 63 14 77 278 08:00 AM 78 52 130 15 56 71 63 10 73 274 08:15 AM 64 67 131 6 71 77 45 13 58 266 Total Volume 269 263 532 36 259 295 223 54 277 1104 %App.Total 50.6 49.4 12.2 87.8 80.5 19.5 P H F .862 .843 .943 .600 .912 .958 .885 .794 .899 .965 Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :7 Main St Out In Total 482 532 101 263 269 Ri ht Thru Peak Hour Data O F- � JCCN North I-- a) N Peak Hour Begins at 07:30 A L� Cars =� O cv Left Thru 36 259 323 295 618 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 08:00 AM 07:30 AM +0 mins. 63 78 141 15 56 71 52 17 69 +15 mins. 64 66 130 6 71 77 63 14 77 +30 mins. 78 52 130 12 68 80 63 10 73 +45 mins. 64 67 131 15 89 104 45 13 58 Total Volume 269 263 532 48 284 332 223 54 277 %App.Total 50.6 49.4 14.5 85.5 80.5 19.5 P H F .862 .843 .943 .800 .798 .798 .885 .794 .899 Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :8 Main St In-Peak Hour:07:30 AM 532 263 269 Ri ht Thru Peak Hour Data a 0 M ti ]C4 }, North �I- >1 Z3 0 J N _ }, Cars ILO � o_ Left Thru 48 284 332 In-Peak Hour:08:00 AM Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :9 Groups Printed-Trucks Main St Main St Waverly Rd From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 06:00 AM 1 0 0 1 0 0 2 06:15 AM 1 0 0 0 0 0 1 06:30 AM 1 0 0 1 0 0 2 06:45 AM 0 2 0 1 1 0 4 Total 3 2 0 3 1 0 9 07:00 AM 3 1 0 1 2 0 7 07:15 AM 0 0 0 0 0 0 0 07:30 AM 1 0 0 2 1 1 5 07:45 AM 3 1 0 1 1 1 7 Total 7 2 0 4 4 2 19 08:00 AM 0 1 1 3 2 0 7 08:15 AM 1 2 0 0 1 0 4 08:30 AM 0 0 0 2 0 0 2 08:45 AM 2 2 0 1 2 1 8 Total 3 5 1 6 5 1 21 Grand Total 13 9 1 13 10 3 49 Apprch% 59.1 40.9 7.1 92.9 76.9 23.1 Total% 26.5 18.4 2 26.5 20.4 6.1 Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 10 Main St Main St Waverly Rd From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 1 0 1 0 2 2 1 1 2 5 07:45 AM 3 1 4 0 1 1 1 1 2 7 08:00 AM 0 1 1 1 3 4 2 0 2 7 08:15 AM 1 2 3 0 0 0 1 0 1 4 Total Volume 5 4 9 1 6 7 5 2 7 23 %App.Total 55.6 44.4 14.3 85.7 71.4 28.6 P H F .417 .500 .563 .250 .500 .438 .625 .500 .875 .821 Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 11 Main St Out In Total 11 09F 20 4 5 Ri ht Thru Peak Hour Data -N N� O H North > J Peak Hour Begins at 07:30 A Trucks LO Left Thru 1 6 07 7 14 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:15 AM 07:30 AM +0 mins. 3 1 4 0 0 0 1 1 2 +15 mins. 0 0 0 0 2 2 1 1 2 +30 mins. 1 0 1 0 1 1 2 0 2 +45 mins. 3 1 4 1 3 4 1 0 1 Total Volume 7 2 9 1 6 7 5 2 7 %App.Total 77.8 22.2 14.3 85.7 71.4 28.6 P H F .583 .500 .563 .250 .500 .438 .625 .500 .875 Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 12 Main St In-Peak Hour:07:00 AM 09 2 7 Ri ht Thru Peak Hour Data a 0 M North 2:'Z J = N}, Trucks o_ I Left Thru 1 6 7 In-Peak Hour:07:15 AM Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 13 Groups Printed-Bikes Peds Main St Main St Waverly Rd From North From South From West Start Time Thru Right Peds Left Thru Peds Left Right Peds Exclu.Total Inclu.Total Int.Total 06:00 AM 0 0 0 0 0 1 0 0 0 1 0 1 06:15 AM 0 0 0 0 0 0 0 0 1 1 0 1 06:30 AM 0 1 0 0 0 2 0 1 1 3 2 5 06:45 AM 0 0 0 0 0 1 0 0 1 2 0 2 Total 0 1 0 0 0 4 0 1 3 7 2 9 07:00 AM 0 0 0 0 0 0 0 0 2 2 0 2 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 1 5 0 0 0 5 1 6 07:45 AM 0 0 0 0 0 1 0 0 0 1 0 1 Total 0 0 0 0 1 6 0 0 2 8 1 9 08:00 AM 0 0 0 2 1 2 0 0 0 2 3 5 08:15 AM 0 0 0 1 0 6 0 0 0 6 1 7 08:30 AM 0 0 0 0 0 6 0 0 0 6 0 6 08:45 AM 0 0 0 0 0 4 0 0 0 4 0 4 Total 0 0 0 3 1 18 0 0 0 18 4 22 Grand Total 0 1 0 3 2 28 0 1 5 33 7 40 Apprch% 0 100 60 40 0 100 Total% 0 14.3 42.9 28.6 0 14.3 82.5 17.5 Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 14 Main St Main St Waverly Rd From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 1 1 0 0 0 1 07:45 AM 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 2 1 3 0 0 0 3 08:15 AM 0 0 0 1 0 1 0 0 0 1 Total Volume 0 0 0 3 2 5 0 0 0 5 %App.Total 0 0 60 40 0 0 P H F .000 .000 .000 .375 .500 .417 .000 .000 .000 .417 Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 15 Main St Out In Total 22 DO 02 0 0 Ri ht Thru Peak Hour Data 0 F- o North o a� > J Peak Hour Begins at 07:30 A COBikes Peds O Left Thru 3 2 DO 5 0 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:00 AM 07:30 AM 06:00 AM +0 mins. 0 0 0 0 1 1 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 1 1 2 1 3 0 1 1 +45 mins. 0 0 0 1 0 1 0 0 0 Total Volume 0 1 1 3 2 5 0 1 1 %App.Total 0 100 60 40 0 100 P H F .000 .250 .250 .375 .500 .417 .000 .250 .250 Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 16 Main St In-Peak Hour:06:00 AM 01 1 0 Ri ht Thru Peak Hour Data a 0 0 o North 2:'Z J _ Bikes Peds o_ I Left Thru 3 2 5 In-Peak Hour:07:30 AM Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 1 Groups Printed-Cars-Trucks Main St Main St Waverly Rd From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 70 55 12 75 69 13 294 04:15 PM 85 28 4 75 64 12 268 04:30 PM 74 46 13 72 53 10 268 04:45 PM 76 59 18 72 84 21 330 Total 305 188 47 294 270 56 1160 05:00 PM 68 45 14 92 63 22 304 05:15 PM 91 53 17 79 82 20 342 05:30 PM 68 38 12 69 81 16 284 05:45 PM 70 48 8 73 84 16 299 Total 297 184 51 313 310 74 1229 06:00 PM 75 46 15 74 72 22 304 06:15 PM 54 29 14 62 85 20 264 06:30 PM 68 27 7 49 69 11 231 06:45 PM 60 30 11 43 59 19 222 Total 257 132 47 228 285 72 1021 Grand Total 859 504 145 835 865 202 3410 Apprch% 63 37 14.8 85.2 81.1 18.9 Total% 25.2 14.8 4.3 24.5 25.4 5.9 Cars 853 498 144 824 857 202 3378 %Cars 99.3 98.8 99.3 98.7 99.1 100 99.1 Trucks 6 6 1 11 8 0 32 %Trucks 0.7 1.2 0.7 1.3 0.9 0 0.9 Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :2 Main St Main St Waverly Rd From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 76 59 135 18 72 90 84 21 105 330 05:00 PM 68 45 113 14 92 106 63 22 85 304 05:15 PM 91 53 144 17 79 96 82 20 102 342 05:30 PM 68 38 106 12 69 81 81 16 97 284 Total Volume 303 195 498 61 312 373 310 79 389 1260 %App.Total 60.8 39.2 16.4 83.6 79.7 20.3 P H F .832 .826 .865 .847 .848 .880 .923 .898 .926 .921 Cars 301 192 493 60 311 371 306 79 385 1249 %Cars 99.3 98.5 99.0 98.4 99.7 99.5 98.7 100 99.0 99.1 Trucks 2 3 5 1 1 2 4 0 4 11 IYO Trucks 0.7 1.5 1.0 1.6 0.3 0.5 1.3 0 1.0 0.9 Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :3 Main St Out In Total 617 493 111 5 5 10 622 4 112 192 301 3 2 195 303 Ri ht Thru -� Peak Hour Data 00 LOo _0 o 1C) North � � M J i CO CO Peak Hour Begins at 04:45 P > rnorn� ti ti Cars N I-� Trucks ON N Left Thru 60 311 1 1 61 312 380 F 371 751 2 2 4 382 373 755 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:30 PM 05:30 PM +0 mins. 74 46 120 13 72 85 81 16 97 +15 mins. 76 59 135 18 72 90 84 16 100 +30 mins. 68 45 113 14 92 106 72 22 94 +45 mins. 91 53 144 17 79 96 85 20 105 Total Volume 309 203 512 62 315 377 322 74 396 %App.Total 60.4 39.6 16.4 83.6 81.3 18.7 P H F .849 .860 .889 .861 .856 .889 .947 .841 .943 Accurate Counts 978-664-2565 Cars 307 200 507 61 311 372 319 74 393 %Cars 99.4 98.5 99 98.4 98.7 98.7 99.1 100 99.2 Trucks 2 3 5 1 4 5 3 0 3 %Trucks 0.6 1.5 1 1.6 1.3 1.3 0.9 0 0.8 Main St In-Peak Hour:04:30 PM 507 5 512 200 307 3 2 203 309 7Ri ht Thru Peak Hour Data O M Uri rn CO CN North �.MMC.O CO cN N m m J Cars >'�M CO >_ Trucks ,:I-C) }, o_ c I Left Thru 61 311 1 4 62 315 372 5 377 In-Peak Hour:04:30 PM Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :5 Groups Printed-Cars Main St Main St Waverly Rd From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 70 54 12 75 69 13 293 04:15 PM 84 28 4 73 62 12 263 04:30 PM 74 46 13 69 53 10 265 04:45 PM 75 58 18 72 82 21 326 Total 303 186 47 289 266 56 1147 05:00 PM 68 44 14 91 63 22 302 05:15 PM 90 52 16 79 82 20 339 05:30 PM 68 38 12 69 79 16 282 05:45 PM 69 47 8 72 83 16 295 Total 295 181 50 311 307 74 1218 06:00 PM 75 45 15 74 72 22 303 06:15 PM 53 29 14 60 85 20 261 06:30 PM 68 27 7 48 68 11 229 06:45 PM 59 30 11 42 59 19 220 Total 255 131 47 224 284 72 1013 Grand Total 853 498 144 824 857 202 3378 Apprch% 63.1 36.9 14.9 85.1 80.9 19.1 Total% 25.3 14.7 4.3 24.4 25.4 6 Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :6 Main St Main St Waverly Rd From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 75 58 133 18 72 90 82 21 103 326 05:00 PM 68 44 112 14 91 105 63 22 85 302 05:15 PM 90 52 142 16 79 95 82 20 102 339 05:30 PM 68 38 106 12 69 81 79 16 95 282 Total Volume 301 192 493 60 311 371 306 79 385 1249 %App.Total 61.1 38.9 16.2 83.8 79.5 20.5 P H F .836 .828 .868 .833 .854 .883 .933 .898 .934 .921 Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :7 Main St Out In Total 617 493 111 192 301 Ri ht Thru Peak Hour Data O F- North 00 J CO Peak Hour Begins at 04:45 P > ti N Cars :LO O cv Left Thru 60 311 380 371 751 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:30 PM 05:30 PM +0 mins. 74 46 120 13 69 82 79 16 95 +15 mins. 75 58 133 18 72 90 83 16 99 +30 mins. 68 44 112 14 91 105 72 22 94 +45 mins. 90 52 142 16 79 95 85 20 105 Total Volume 307 200 507 61 311 372 319 74 393 %App.Total 60.6 39.4 16.4 83.6 81.2 18.8 P H F .853 .862 .893 .847 .854 .886 .938 .841 .936 Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :8 Main St In-Peak Hour:04:30 PM 507 200 307 Ri ht Thru Peak Hour Data CD Ci 6, North ��M ci a � J CO _ }, Cars o_ Left Thru 61 311 372 In-Peak Hour:04:30 PM Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :9 Groups Printed-Trucks Main St Main St Waverly Rd From North From South From West Start Time Thru Right Left Thru Left Right Int.Total 04:00 PM 0 1 0 0 0 0 1 04:15 PM 1 0 0 2 2 0 5 04:30 PM 0 0 0 3 0 0 3 04:45 PM 1 1 0 0 2 0 4 Total 2 2 0 5 4 0 13 05:00 PM 0 1 0 1 0 0 2 05:15 PM 1 1 1 0 0 0 3 05:30 PM 0 0 0 0 2 0 2 05:45 PM 1 1 0 1 1 0 4 Total 2 3 1 2 3 0 11 06:00 PM 0 1 0 0 0 0 1 06:15 PM 1 0 0 2 0 0 3 06:30 PM 0 0 0 1 1 0 2 06:45 PM 1 0 0 1 0 0 2 Total 2 1 0 4 1 0 8 Grand Total 6 6 1 11 8 0 32 Apprch% 50 50 8.3 91.7 100 0 Total% 18.8 18.8 3.1 34.4 25 0 Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 10 Main St Main St Waverly Rd From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 1 0 1 0 2 2 2 0 2 5 04:30 PM 0 0 0 0 3 3 0 0 0 3 04:45 PM 1 1 2 0 0 0 2 0 2 4 05:00 PM 0 1 1 0 1 1 0 0 0 2 Total Volume 2 2 4 0 6 6 4 0 4 14 %App.Total 50 50 0 100 100 0 P H F .500 .500 .500 .000 .500 .500 .500 .000 .500 .700 Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 11 Main St Out In Total 10 ® F 14 2 2 Ri ht Thru Peak Hour Data 0 F- North � � J Peak Hour Begins at 04:15 P N Trucks O Left Thru 0 6 0 6 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:15 PM 04:00 PM +0 mins. 0 0 0 0 2 2 0 0 0 +15 mins. 1 1 2 0 3 3 2 0 2 +30 mins. 0 1 1 0 0 0 0 0 0 +45 mins. 1 1 2 0 1 1 2 0 2 Total Volume 2 3 5 0 6 6 4 0 4 %App.Total 40 60 0 100 100 0 P H F .500 .750 .625 .000 .500 .500 .500 .000 .500 Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 12 Main St In-Peak Hour:04:30 PM 05 3 2 Ri ht Thru Peak Hour Data CD C:) North 2:'Z J = o}, Trucks o_ I Left Thru 0 6 6 In-Peak Hour:04:15 PM Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 13 Groups Printed-Bikes Peds Main St Main St Waverly Rd From North From South From West Start Time Thru Right Peds Left Thru Peds Left Right Peds Exclu.Total Inclu.Total Int.Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 1 0 0 0 0 0 0 0 0 0 1 1 04:45 PM 0 0 0 0 0 2 0 0 1 3 0 3 Total 1 0 0 0 0 2 0 0 1 3 1 4 05:00 PM 0 0 0 0 0 5 0 0 0 5 0 5 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 3 0 0 1 4 0 4 05:45 PM 0 0 0 0 0 1 0 0 0 1 0 1 Total 0 0 0 0 0 9 0 0 1 10 0 10 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 3 0 0 0 3 0 3 06:30 PM 0 0 0 0 0 1 0 0 0 1 0 1 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 4 0 0 0 4 0 4 Grand Total 1 0 0 0 0 15 0 0 2 17 1 18 Apprch% 100 0 0 0 0 0 Total% 100 0 0 0 0 0 94.4 5.6 Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 14 Main St Main St Waverly Rd From North From South From West Start Time Thru Right App.Total Left Thru App.Total Left Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 04:30 PM 1 0 1 0 0 0 0 0 0 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 1 0 1 0 0 0 0 0 0 1 %App.Total 100 0 0 0 0 0 P H F .250 .000 .250 .000 .000 .000 .000 .000 .000 .250 Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 15 Main St Out In Total 0 01 01 0 1 Ri ht Thru _o Peak Hour Data 0 F- o North o a� > J Peak Hour Begins at 04:00 P o Bikes Peds O Left Thru 0 0 01 0 01 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 1 0 1 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 1 0 1 0 0 0 0 0 0 %App.Total 100 0 0 0 0 0 P H F .250 .000 .250 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Main Street File Name :27010004 E/W Street:Waverly Road Site Code :27010004 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 16 Main St In-Peak Hour:04:00 PM 01 0 1 Ri ht Thru Peak Hour Data CD C:) � o},� North o a 2:'Z J 0 Bikes Peds o_ I Left Thru 0 0 0 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 1 Groups Printed-Cars-Trucks Osgood Street Barker Street Osgood Street Construction Site From North From East From South From West Start Time Left Thru Right Left L Thru Right Left Thru Right Left L Thru Right Int.Total 06:00 AM 0 106 3 8 0 0 6 39 1 0 0 0 163 06:15 AM 0 160 6 15 0 0 17 45 1 0 0 0 244 06:30 AM 0 205 4 10 0 0 7 57 6 0 0 0 289 06:45 AM 1 233 3 11 0 3 9 71 5 0 0 2 338 Total 1 704 16 44 0 3 39 212 13 0 0 2 1034 07:00 AM 1 274 1 21 0 2 11 81 4 0 0 1 396 07:15 AM 0 290 1 35 0 1 3 85 2 0 0 0 417 07:30 AM 1 342 1 17 0 1 4 104 11 0 0 1 482 07:45 AM 1 322 1 17 0 1 0 160 5 1 0 0 508 Total 3 1228 4 90 0 5 18 430 22 1 0 2 1803 08:00 AM 3 317 2 24 0 2 3 99 4 1 0 1 456 08:15 AM 0 273 0 13 0 2 2 92 7 0 0 2 391 08:30 AM 2 239 1 20 0 0 1 99 8 0 0 1 371 08:45 AM 0 224 3 14 0 0 2 101 9 0 0 0 353 Total 5 1053 6 71 0 4 8 391 28 1 0 4 1571 Grand Total 9 2985 26 205 0 12 65 1033 63 2 0 8 4408 Apprch% 0.3 98.8 0.9 94.5 0 5.5 5.6 89 5.4 20 0 80 Total% 0.2 67.7 0.6 4.7 0 0.3 1.5 23.4 1.4 0 0 0.2 Cars 9 2930 21 201 0 12 64 1004 62 1 0 7 4311 %Cars 100 98.2 80.8 98 0 100 98.5 97.2 98.4 50 0 87.5 97.8 Trucks 0 55 5 4 0 0 1 29 1 1 0 1 97 %Trucks 0 1.8 19.2 2 0 0 1.5 2.8 1.6 50 0 12.5 2.2 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :2 Osgood Street Barker Street Osgood Street Construction Site From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 290 1 291 35 0 1 36 3 85 2 90 0 0 0 0 417 07:30 AM 1 342 1 344 17 0 1 18 4 104 11 119 0 0 1 1 482 07:45 AM 1 322 1 324 17 0 1 18 0 160 5 165 1 0 0 1 508 08:00 AM 3 317 2 322 24 0 2 26 3 99 4 106 1 0 1 2 456 Total Volume 5 1271 5 1281 93 0 5 98 10 448 22 480 2 0 2 4 1863 %App.Total 0.4 99.2 0.4 94.9 0 5.1 2.1 93.3 4.6 50 0 50 PHF .417 .929 .625 .931 .664 .000 .625 .681 .625 .700 .500 .727 .500 .000 .500 .500 .917 Cars 5 1249 3 1257 92 0 5 97 10 441 22 473 1 0 1 2 1829 %Cars 100 98.3 60.0 98.1 98.9 0 100 99.0 100 98.4 100 98.5 50.0 0 50.0 50.0 98.2 Trucks 0 22 2 24 1 0 0 1 0 7 0 7 1 0 1 2 34 %Trucks 0 1.7 40.0 1.9 1.1 0 0 1.0 0 1.6 0 1.5 50.0 0 50.0 50.0 1.8 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :3 Osgood Street Out In Total 447 125 170 17 8 24 32 455 12 1 3 1249 5 2 22 0 5 1271 5 Ri ht Thru Left L+ Peak Hour Data CY, N� r N0 North CD U) Un 0 M Peak Hour Begins at 07:15 ANI m Cn ~ Cars o 0 0 200 N Trucks m O 4—M N Ln Ur co CD Ul Left Thru Right 10 441 22 0 7 0 10 448 22 134 473 24 7 136 480 [;1834 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 07:30 AM 07:30 AM +0 mins. 0 290 1 291 35 0 1 36 4 104 11 119 0 0 1 1 +15 mins. 1 342 1 344 17 0 1 18 0 160 5 165 1 0 0 1 +30 mins. 1 322 1 324 17 0 1 18 3 99 4 106 1 0 1 2 +45 mins. 3 317 2 322 24 0 2 26 2 92 7 101 0 0 2 2 Total Volume 5 1271 5 1281 93 0 5 98 9 455 27 491 2 0 4 6 %App.Total 0.4 99.2 0.4 94.9 0 5.1 1.8 92.7 5.5 33.3 0 66.7 PHF .417 .929 .625 .931 .664 .000 .625 .681 .563 .711 .614 .744 .500 .000 .500 .750 Accurate Counts 978-664-2565 Cars 5 1249 3 1257 92 0 5 97 9 442 27 478 1 0 3 4 %Cars 100 98.3 60 98.1 98.9 0 100 99 100 97.1 100 97.4 50 0 75 66.7 Trucks 0 22 2 24 1 0 0 1 0 13 0 13 1 0 1 2 %Trucks 0 1.7 40 1.9 1.1 0 0 1 0 2.9 0 2.6 50 0 25 33.3 Osgood Street In-Peak Hour:07:15 AM 125 24 1281 3 1249 5 2 22 0 5 1271 5 Ri ht Thru Left Peak Hour Data a 0 a)co � � � North 3�0� m 0 �v o �N0 000 L Cars o CD _ Trucks o0o ao�v' c � r 0 m o (Y) CD o_ m Cil U �_h W N 1 > Left Thru Ri ht 9 442 2t 0 13 9 455 27 478 13 491 In-Peak Hour:07:30 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :5 Groups Printed-Cars Osgood Street Barker Street Osgood Street Construction Site From North From East From South From West Start Time Left Thru Right Left L Thru Right Left L Thru Right Left L Thru Right Int.Total 06:00 AM 0 104 3 8 0 0 6 39 1 0 0 0 161 06:15 AM 0 155 6 15 0 0 17 44 1 0 0 0 238 06:30 AM 0 200 4 10 0 0 7 54 6 0 0 0 281 06:45 AM 1 228 3 10 0 3 9 67 5 0 0 2 328 Total 1 687 16 43 0 3 39 204 13 0 0 2 1008 07:00 AM 1 271 1 20 0 2 11 78 4 0 0 1 389 07:15 AM 0 284 0 35 0 1 3 85 2 0 0 0 410 07:30 AM 1 336 1 17 0 1 4 100 11 0 0 0 471 07:45 AM 1 317 1 17 0 1 0 160 5 1 0 0 503 Total 3 1208 3 89 0 5 18 423 22 1 0 1 1773 08:00 AM 3 312 1 23 0 2 3 96 4 0 0 1 445 08:15 AM 0 268 0 13 0 2 2 86 7 0 0 2 380 08:30 AM 2 235 0 19 0 0 1 96 8 0 0 1 362 08:45 AM 0 220 1 14 0 0 1 99 8 0 0 0 343 Total 5 1035 2 69 0 4 7 377 27 0 0 4 1530 Grand Total 9 2930 21 201 0 12 64 1004 62 1 0 7 4311 Apprch% 0.3 99 0.7 94.4 0 5.6 5.7 88.8 5.5 12.5 0 87.5 Total% 0.2 68 0.5 4.7 0 0.3 1.5 23.3 1.4 0 0 0.2 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :6 Osgood Street Barker Street Osgood Street Construction Site From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 284 0 284 35 0 1 36 3 85 2 90 0 0 0 0 410 07:30 AM 1 336 1 338 17 0 1 18 4 100 11 115 0 0 0 0 471 07:45 AM 1 317 1 319 17 0 1 18 0 160 5 165 1 0 0 1 503 08:00 AM 3 312 1 316 23 0 2 25 3 96 4 103 0 0 1 1 445 Total Volume 5 1249 3 1257 92 0 5 97 10 441 22 473 1 0 1 2 1829 %App.Total 0.4 99.4 0.2 94.8 0 5.2 2.1 93.2 4.7 50 0 50 PHF .417 .929 .750 .930 .657 .000 .625 .674 .625 .689 .500 .717 .250 .000 .250 .500 .909 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :7 Osgood Street Out In Total 447 125 170 3 124 5 Ri ht Thru Left L+ Peak Hour Data Ln i5� o O North U CP N O CD Peak Hour Begins at 07:15 ANICn Cn CD C: �- o M Cars CD UO� ��,N o_ Left Thru Ri ht 10 441 22 134 473 181 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 07:30 AM 07:45 AM +0 mins. 0 284 0 284 35 0 1 36 4 100 11 115 1 0 0 1 +15 mins. 1 336 1 338 17 0 1 18 0 160 5 165 0 0 1 1 +30 mins. 1 317 1 319 17 0 1 18 3 96 4 103 0 0 2 2 +45 mins. 3 312 1 316 23 0 2 25 2 86 7 95 0 0 1 1 Total Volume 5 1249 3 1257 92 0 5 97 9 442 27 478 1 0 4 5 %App.Total 0.4 99.4 0.2 94.8 0 5.2 1.9 92.5 5.6 20 0 80 PHF .417 .929 .750 .930 .657 .000 .625 .674 .563 .691 .614 .724 .250 .000 .500 .625 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :8 Osgood Street In-Peak Hour:07:15 AM 125 3 124 5 Ri ht Thru Left L+ Peak Hour Data LO ti North (D �C)LO Z3 i O CD CarsCO o v" U) C o(D o � �� D_ U � N D I � I Left Thru Ri ht 9 442 27 478 In-Peak Hour:07:30 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :9 Groups Printed-Trucks Osgood Street Barker Street Osgood Street Construction Site From North From East From South From West Start Time Left Thru Right Left L Thru Right Left L Thru Right Left L Thru Right Int.Total 06:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 2 06:15 AM 0 5 0 0 0 0 0 1 0 0 0 0 6 06:30 AM 0 5 0 0 0 0 0 3 0 0 0 0 8 06:45 AM 0 5 0 1 0 0 0 4 0 0 0 0 10 Total 0 17 0 1 0 0 0 8 0 0 0 0 26 07:00 AM 0 3 0 1 0 0 0 3 0 0 0 0 7 07:15 AM 0 6 1 0 0 0 0 0 0 0 0 0 7 07:30 AM 0 6 0 0 0 0 0 4 0 0 0 1 11 07:45 AM 0 5 0 0 0 0 0 0 0 0 0 0 5 Total 0 20 1 1 0 0 0 7 0 0 0 1 30 08:00 AM 0 5 1 1 0 0 0 3 0 1 0 0 11 08:15 AM 0 5 0 0 0 0 0 6 0 0 0 0 11 08:30 AM 0 4 1 1 0 0 0 3 0 0 0 0 9 08:45 AM 0 4 2 0 0 0 1 2 1 0 0 0 10 Total 0 18 4 2 0 0 1 14 1 1 0 0 41 Grand Total 0 55 5 4 0 0 1 29 1 1 0 1 97 Apprch% 0 91.7 8.3 100 0 0 3.2 93.5 3.2 50 0 50 Total% 0 56.7 5.2 4.1 0 0 1 29.9 1 1 0 1 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 10 Osgood Street Barker Street Osgood Street Construction Site From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 5 1 6 1 0 0 1 0 3 0 3 1 0 0 1 11 08:15 AM 0 5 0 5 0 0 0 0 0 6 0 6 0 0 0 0 11 08:30 AM 0 4 1 5 1 0 0 1 0 3 0 3 0 0 0 0 9 08:45 AM 0 4 2 6 0 0 0 0 1 2 1 4 0 0 0 0 10 Total Volume 0 18 4 22 2 0 0 2 1 14 1 16 1 0 0 1 41 %App.Total 0 81.8 18.2 100 0 0 6.2 87.5 6.2 100 0 0 PHF .000 .900 .500 .917 .500 .000 .000 .500 .250 .583 .250 .667 .250 .000 .000 .250 .932 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 11 Osgood Street Out In Total 15 22 37 4 18 0 Ri ht Thru Left L+ Peak Hour Data o O North U) o v o m Peak Hour Begins at 08:00 ANICn ~ o N CD � o Trucks p � L r Up � N CD v w— I � I Left Thru Rii ht 1 11 1 20 16 36 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 06:15 AM 08:00 AM 07:15 AM +0 mins. 0 6 1 7 0 0 0 0 0 3 0 3 0 0 0 0 +15 mins. 0 6 0 6 0 0 0 0 0 6 0 6 0 0 1 1 +30 mins. 0 5 0 5 1 0 0 1 0 3 0 3 0 0 0 0 +45 mins. 0 5 1 6 1 0 0 1 1 2 1 4 1 0 0 1 Total Volume 0 22 2 24 2 0 0 2 1 14 1 16 1 0 1 2 %App.Total 0 91.7 8.3 100 0 0 6.2 87.5 6.2 50 0 50 PHF .000 .917 .500 .857 .500 .000 .000 .500 .250 .583 .250 .667 .250 .000 .250 .500 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 12 Osgood Street In-Peak Hour:07:15 AM 24 2 22 0 Ri ht Thru Left L+ Peak Hour Data LO o or w Nth o ..N T. N ° Z : =(DD ° ------ Trucks -1 (� o° o � �� r �CD D_ U ' E Iv D I � I Left Thru Rii ht 1 141 1 16 In-Peak Hour:08:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 13 Grou s Printed-Bikes Peds Osgood Street Barker Street Osgood Street Construction Site From North From East From South From West Start Time Left Thru Right Peds Left Thru Right L Peds Left Thru Right Peds Left Thru L Right Peds Exclu.Total Inclu.Total Int.Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 1 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 2 2 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 2 2 Apprch% 0 100 0 0 0 0 0 0 100 0 0 0 Total% 0 50 0 0 0 0 0 0 50 0 0 0 0 100 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 14 Osgood Street Barker Street Osgood Street Construction Site From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:45 AM 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 Total Volume 0 1 0 1 0 0 0 0 0 0 1 1 0 0 0 0 2 %App.Total 0 100 0 0 0 0 0 0 100 0 0 0 PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .250 .250 .000 .000 .000 .000 .500 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 15 Osgood Street Out In Total 0 1 01 0 1 0 Ri ht Thru Left L+ Peak Hour Data —o 0 o O North U) o o CD Peak Hour Begins at 06:45 ANICn o o o Bikes Peds CD p o r CEO � � p O v Left Thru Rii ht 0 01 11 0 1 0 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:15 AM 06:00 AM 06:45 AM 06:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 1 0 1 0 0 0 0 0 0 1 1 0 0 0 0 Total Volume 0 1 0 1 0 0 0 0 0 0 1 1 0 0 0 0 %App.Total 0 100 0 0 0 0 0 0 100 0 0 0 PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .250 .250 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 16 Osgood Street In-Peak Hour:06:15 AM 0 0 1 0 Ri ht Thru Left L+ Peak Hour Data a 0 0 � co North v �CD- 1C) T. N Z i O CD _ �� Bikes PedsCn o C) 0 o � o� r o� U �� o � o � I � I Left Thru Rii ht 0 01 11 1 In-Peak Hour:06:45 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 1 Groups Printed-Cars-Trucks Osgood Street Barker Street Osgood Street Construction Site From North From East From South From West Start Time Left Thru Right Left L Thru Right Left Thru Right Left L Thru Right Int.Total 04:00 PM 0 134 0 8 0 0 0 302 14 2 0 5 465 04:15 PM 0 132 0 10 0 1 1 324 18 0 0 2 488 04:30 PM 1 237 0 12 0 3 1 308 22 1 0 4 589 04:45 PM 2 124 1 8 0 2 1 331 19 5 0 7 500 Total 3 627 1 38 0 6 3 1265 73 8 0 18 2042 05:00 PM 3 156 0 6 0 1 0 418 20 0 0 9 613 05:15 PM 3 140 0 8 0 0 0 373 25 0 0 4 553 05:30 PM 1 145 0 20 0 1 0 379 23 0 0 1 570 05:45 PM 3 123 0 19 0 1 0 331 20 0 0 4 501 Total 10 564 0 53 0 3 0 1501 88 0 0 18 2237 06:00 PM 1 101 0 16 0 1 0 303 18 1 0 1 442 06:15 PM 2 114 0 13 0 1 0 258 18 0 0 0 406 06:30 PM 1 90 0 10 0 2 0 223 19 0 0 0 345 06:45 PM 0 62 0 8 0 0 0 226 19 0 0 1 316 Total 4 367 0 47 0 4 0 1010 74 1 0 2 1509 Grand Total 17 1558 1 138 0 13 3 3776 235 9 0 38 5788 Apprch% 1.1 98.9 0.1 91.4 0 8.6 0.1 94.1 5.9 19.1 0 80.9 Total% 0.3 26.9 0 2.4 0 0.2 0.1 65.2 4.1 0.2 0 0.7 Cars 17 1549 1 138 0 13 3 3763 235 8 0 38 5765 %Cars 100 99.4 100 100 0 100 100 99.7 100 88.9 0 100 99.6 Trucks 0 9 0 0 0 0 0 13 0 1 0 0 23 %Trucks 0 0.6 0 0 0 0 0 0.3 0 11.1 0 0 0.4 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :2 Osgood Street Barker Street Osgood Street Construction Site From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 1 237 0 238 12 0 3 15 1 308 22 331 1 0 4 5 589 04:45 PM 2 124 1 127 8 0 2 10 1 331 19 351 5 0 7 12 500 05:00 PM 3 156 0 159 6 0 1 7 0 418 20 438 0 0 9 9 613 05:15 PM 3 140 0 143 8 0 0 8 0 373 25 398 0 0 4 4 553 Total Volume 9 657 1 667 34 0 6 40 2 1430 86 1518 6 0 24 30 2255 %App.Total 1.3 98.5 0.1 85 0 15 0.1 94.2 5.7 20 0 80 PHF .750 .693 .250 .701 .708 .000 .500 .667 .500 .855 .860 .866 .300 .000 .667 .625 .920 Cars 9 654 1 664 34 0 6 40 2 1426 86 1514 5 0 24 29 2247 %Cars 100 99.5 100 99.6 100 0 100 100 100 99.7 100 99.7 83.3 0 100 96.7 99.6 Trucks 0 3 0 3 0 0 0 0 0 4 0 4 1 0 0 1 8 %Trucks 0 0.5 0 0.4 0 0 0 0 0 0.3 0 0.3 16.7 0 0 3.3 0.4 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :3 Osgood Street Out In Total 143 664 2101 5 3 8 144 7 21 1 654 9 0 3 0 1 657 9 Ri ht Thru Left L+ Peak Hour Data -N CY) N M M � C0 O (fl C 1 North "'CD`n U) .�0')0M o C14'-CD o 0 0 =3 Peak Hour Begins at 04:30 PNI m 4 ~ Cars o 0 0 t-) Cn CD C: O Trucks (D O MOc+') N JCIJ� r U �+W W 0 O C� �C) �O W W� Cn O Cn- Left Thru Right 2 142 86 0 4 0 2 143d 86 712 151 222 3 4 7 715 151 223 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 05:30 PM 04:45 PM 04:30 PM +0 mins. 1 237 0 238 20 0 1 21 1 331 19 351 1 0 4 5 +15 mins. 2 124 1 127 19 0 1 20 0 418 20 438 5 0 7 12 +30 mins. 3 156 0 159 16 0 1 17 0 373 25 398 0 0 9 9 +45 mins. 3 140 0 143 13 0 1 14 0 379 23 402 0 0 4 4 Total Volume 9 657 1 667 68 0 4 72 1 1501 87 1589 6 0 24 30 %App.Total 1.3 98.5 0.1 94.4 0 5.6 0.1 94.5 5.5 20 0 80 PHF .750 .693 .250 .701 .850 .000 1.000 .857 .250 .898 .870 .907 .300 .000 .667 .625 Accurate Counts 978-664-2565 Cars 9 654 1 664 68 0 4 72 1 1495 87 1583 5 0 24 29 %Cars 100 99.5 100 99.6 100 0 100 100 100 99.6 100 99.6 83.3 0 100 96.7 Trucks 0 3 0 3 0 0 0 0 0 6 0 6 1 0 0 1 %Trucks 0 0.5 0 0.4 0 0 0 0 0 0.4 0 0.4 16.7 0 0 3.3 Osgood Street In-Peak Hour:04:30 PM 664 3 667 1 654 9 0 3 0 1 657 9 Ri ht Thru Left Peak Hour Data 0 o North �0- oN�o� 000 Cars _CD ° Trucks ~ 0 Cn 0 0 N O N O C N ;T 0"t- CJl(D O� U a'oo coo Left Thru Ri ht 1 149 8t 0 6 1 1501 87 158 6 158 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :5 Groups Printed-Cars Osgood Street Barker Street Osgood Street Construction Site From North From East From South From West Start Time Left Thru Right Left L Thru Right Left L Thru Right Left L Thru Right Int.Total 04:00 PM 0 132 0 8 0 0 0 300 14 2 0 5 461 04:15 PM 0 132 0 10 0 1 1 324 18 0 0 2 488 04:30 PM 1 237 0 12 0 3 1 306 22 1 0 4 587 04:45 PM 2 124 1 8 0 2 1 330 19 4 0 7 498 Total 3 625 1 38 0 6 3 1260 73 7 0 18 2034 05:00 PM 3 154 0 6 0 1 0 417 20 0 0 9 610 05:15 PM 3 139 0 8 0 0 0 373 25 0 0 4 552 05:30 PM 1 143 0 20 0 1 0 375 23 0 0 1 564 05:45 PM 3 122 0 19 0 1 0 329 20 0 0 4 498 Total 10 558 0 53 0 3 0 1494 88 0 0 18 2224 06:00 PM 1 101 0 16 0 1 0 303 18 1 0 1 442 06:15 PM 2 114 0 13 0 1 0 258 18 0 0 0 406 06:30 PM 1 89 0 10 0 2 0 223 19 0 0 0 344 06:45 PM 0 62 0 8 0 0 0 225 19 0 0 1 315 Total 4 366 0 47 0 4 0 1009 74 1 0 2 1507 Grand Total 17 1549 1 138 0 13 3 3763 235 8 0 38 5765 Apprch% 1.1 98.9 0.1 91.4 0 8.6 0.1 94.1 5.9 17.4 0 82.6 Total% 0.3 26.9 0 2.4 0 0.2 0.1 65.3 4.1 0.1 0 0.7 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :6 Osgood Street Barker Street Osgood Street Construction Site From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 1 237 0 238 12 0 3 15 1 306 22 329 1 0 4 5 587 04:45 PM 2 124 1 127 8 0 2 10 1 330 19 350 4 0 7 11 498 05:00 PM 3 154 0 157 6 0 1 7 0 417 20 437 0 0 9 9 610 05:15 PM 3 139 0 142 8 0 0 8 0 373 25 398 0 0 4 4 552 Total Volume 9 654 1 664 34 0 6 40 2 1426 86 1514 5 0 24 29 2247 %App.Total 1.4 98.5 0.2 85 0 15 0.1 94.2 5.7 17.2 0 82.8 PHF .750 .690 .250 .697 .708 .000 .500 .667 .500 .855 .860 .866 .313 .000 .667 .659 .921 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :7 Osgood Street Out In Total 143 664 2101 1 654 9 Ri ht Thru Left L+ Peak Hour Data -N N co O O North `n rn p N O CD Peak Hour Begins at 04:30 PNICn O O c o CON Cars Up CD � wv cn— I � I Left Thru Ri ht 2 1426 86 712 151 222 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 05:30 PM 04:45 PM 04:30 PM +0 mins. 1 237 0 238 20 0 1 21 1 330 19 350 1 0 4 5 +15 mins. 2 124 1 127 19 0 1 20 0 417 20 437 4 0 7 11 +30 mins. 3 154 0 157 16 0 1 17 0 373 25 398 0 0 9 9 +45 mins. 3 139 0 142 13 0 1 14 0 375 23 398 0 0 4 4 Total Volume 9 654 1 664 68 0 4 72 1 1495 87 1583 5 0 24 29 %App.Total 1.4 98.5 0.2 94.4 0 5.6 0.1 94.4 5.5 17.2 0 82.8 PHF .750 .690 .250 .697 .850 .000 1.000 .857 .250 .896 .870 .906 .313 .000 .667 .659 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :8 Osgood Street In-Peak Hour:04:30 PM 664 1 654 9 Ri ht Thru Left L+ Peak Hour Data O0 co North v �o p N O 2 ° �� Cars �3 ~ O N O O a) N r w� D_ U E c I � I Left Thru Ri ht 1 149 87 158 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :9 Groups Printed-Trucks Osgood Street Barker Street Osgood Street Construction Site From North From East From South From West Start Time Left Thru Right Left L Thru Right Left L Thru Right Left L Thru Right Int.Total 04:00 PM 0 2 0 0 0 0 0 2 0 0 0 0 4 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 2 0 0 0 0 2 04:45 PM 0 0 0 0 0 0 0 1 0 1 0 0 2 Total 0 2 0 0 0 0 0 5 0 1 0 0 8 05:00 PM 0 2 0 0 0 0 0 1 0 0 0 0 3 05:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 05:30 PM 0 2 0 0 0 0 0 4 0 0 0 0 6 05:45 PM 0 1 0 0 0 0 0 2 0 0 0 0 3 Total 0 6 0 0 0 0 0 7 0 0 0 0 13 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 06:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 Total 0 1 0 0 0 0 0 1 0 0 0 0 2 Grand Total 0 9 0 0 0 0 0 13 0 1 0 0 23 Apprch% 0 100 0 0 0 0 0 100 0 100 0 0 Total% 0 39.1 0 0 0 0 0 56.5 0 4.3 0 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 10 Osgood Street Barker Street Osgood Street Construction Site From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3 05:15 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 05:30 PM 0 2 0 2 0 0 0 0 0 4 0 4 0 0 0 0 6 05:45 PM 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3 Total Volume 0 6 0 6 0 0 0 0 0 7 0 7 0 0 0 0 13 %App.Total 0 100 0 0 0 0 0 100 0 0 0 0 PHF .000 .750 .000 .750 .000 .000 .000 .000 .000 .438 .000 .438 .000 .000 .000 .000 .542 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 11 Osgood Street Out In Total 77 © 13 0 6 0 Ri ht Thru Left L+ Peak Hour Data —o o O ~ o J� North CD U) o o o CD Peak Hour Begins at 05:00 PNICn o o CD � o— Trucks p CDr CEO � p CD CID- Left Thru Rii ht 0 71 01 © 7 13 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 04:00 PM 05:00 PM 04:00 PM +0 mins. 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 +15 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 2 0 2 0 0 0 0 0 4 0 4 0 0 0 0 +45 mins. 0 1 0 1 0 0 0 0 0 2 0 2 1 0 0 1 Total Volume 0 6 0 6 0 0 0 0 0 7 0 7 1 0 0 1 %App.Total 0 100 0 0 0 0 0 100 0 100 0 0 PHF .000 .750 .000 .750 .000 .000 .000 .000 .000 .438 .000 .438 .250 .000 .000 .250 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 12 Osgood Street In-Peak Hour:05:00 PM 0 6 0 Ri ht Thru Left L+ Peak Hour Data CD North (D �C)- 1C) T. N 5 i O CD _ Trucks Cn - o oom o o r oCD � E o � I � I Left Thru Rii ht 0 71 01 7 In-Peak Hour:05:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 13 Grou s Printed-Bikes Peds Osgood Street Barker Street Osgood Street Construction Site From North From East From South From West Start Time Left Thru Right Peds Left Thru Right L Peds Left Thru Right Peds Left Thru L Right Peds Exclu.Total Inclu.Total Int.Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 2 2 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 2 2 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 2 2 Apprch% 0 0 0 0 0 0 0 50 50 0 0 0 Total% 0 0 0 0 0 0 0 50 50 0 0 0 0 100 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 14 Osgood Street Barker Street Osgood Street Construction Site From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 1 1 2 0 0 0 0 2 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 1 1 2 0 0 0 0 2 %App.Total 0 0 0 0 0 0 0 50 50 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .250 .250 .000 .000 .000 .000 .250 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 15 Osgood Street Out In Total 11 D0 01 0 0 0 Ri ht Thru Left L+ Peak Hour Data —o 0 o O ~ � North U) o o o CD Peak Hour Begins at 04:00 PNI o o Cn CD C o Bikes Peds p o r CEO � p O Left Thru Rii ht 0 11 11 3 2 02 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 1 1 2 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 1 1 2 0 0 0 0 %App.Total 0 0 0 0 0 0 0 50 50 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .250 .250 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010005 E/W Street: Barker Street Site Code :27010005 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 16 Osgood Street In-Peak Hour:04:00 PM 0 0 0 0 Ri ht Thru Left L+ Peak Hour Data 0 0 � ' North v �CD- 1C) T. N Z i O CD _ �� Bikes PedsCn �� o C)o o r o� U �� o � o � I � I Left Thru Rii ht 0 11 11 2 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 1 Groups Printed-Cars-Trucks Osgood Street Bradford Street Osgood Street From North From East From South Start Time Left Thru Left Right Thru Right Int.Total 06:00 AM 7 128 1 2 16 1 155 06:15 AM 16 194 0 6 36 0 252 06:30 AM 18 239 5 1 49 1 313 06:45 AM 25 274 3 12 46 0 360 Total 66 835 9 21 147 2 1080 07:00 AM 37 311 3 5 54 0 410 07:15 AM 31 326 7 7 69 2 442 07:30 AM 48 395 6 12 77 2 540 07:45 AM 38 408 5 17 85 2 555 Total 154 1440 21 41 285 6 1947 08:00 AM 32 364 2 14 77 2 491 08:15 AM 33 278 3 16 79 4 413 08:30 AM 26 295 3 8 68 0 400 08:45 AM 13 226 2 12 84 2 339 Total 104 1163 10 50 308 8 1643 Grand Total 324 3438 40 112 740 16 4670 Apprch% 8.6 91.4 26.3 73.7 97.9 2.1 Total% 6.9 73.6 0.9 2.4 15.8 0.3 Cars 323 3377 40 111 684 14 4549 %Cars 99.7 98.2 100 99.1 92.4 87.5 97.4 Trucks 1 61 0 1 56 2 121 %Trucks 0.3 1.8 0 0.9 7.6 12.5 2.6 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :2 Osgood Street Bradford Street Osgood Street From North From East From South Start Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 31 326 357 7 7 14 69 2 71 442 07:30 AM 48 395 443 6 12 18 77 2 79 540 07:45 AM 38 408 446 5 17 22 85 2 87 555 08:00 AM 32 364 396 2 14 16 77 2 79 491 Total Volume 149 1493 1642 20 50 70 308 8 316 2028 %App.Total 9.1 90.9 28.6 71.4 97.5 2.5 P H F .776 .915 .920 .714 .735 .795 .906 1.00 .908 .914 Cars 149 1473 1622 20 50 70 294 7 301 1993 %Cars 100 98.7 98.8 100 100 100 95.5 87.5 95.3 98.3 Trucks 0 20 20 0 0 0 14 1 15 35 Trucks 0 1.3 1.2 0 0 0 4.5 12.5 4.7 1.7 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :3 Osgood Street Out In Total 344 162 196 14 20 34 358 1 4 2 1473 149 20 0 1493 149 Thru Left L+ Peak Hour Data �0 North v Peak Hour Begins at 07:15 ANIo 0 0 —o Cars r o 0 o Cn m Trucks o 0 0 N N O N N� Thru Ri ht 294 7 14 1 308 8 1493 F 301 179 20 15 35 1513 316 182 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:30 AM 07:30 AM +0 mins. 31 326 357 6 12 18 77 2 79 +15 mins. 48 395 443 5 17 22 85 2 87 +30 mins. 38 408 446 2 14 16 77 2 79 +45 mins. 32 364 396 3 16 19 79 4 83 Total Volume 149 1493 1642 16 59 75 318 10 328 %App.Total 9.1 90.9 21.3 78.7 97 3 P H F .776 .915 .920 .667 .868 .852 .935 .625 .943 Accurate Counts 978-664-2565 Cars 149 1473 1622 16 58 74 299 9 308 %Cars 100 98.7 98.8 100 98.3 98.7 94 90 93.9 Trucks 0 20 20 0 1 1 19 1 20 %Trucks 0 1.3 1.2 0 1.7 1.3 6 10 6.1 Osgood Street In-Peak Hour:07:15 AM 162 20 164 1473 149 20 0 1493 149 Thru Left Peak Hour Data North v 00 Cars Q CO o Trucks r c�i� Cn CD —"CD m morn WCD 0 D I Thru Ri ht 299 9 19 1 318 10 308 20 328 In-Peak Hour:07:30 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :5 Groups Printed-Cars Osgood Street Bradford Street Osgood Street From North From East From South Start Time Left Thru Left Right =Thru Right Int.Total 06:00 AM 7 122 1 2 15 1 148 06:15 AM 16 190 0 6 29 0 241 06:30 AM 18 234 5 1 45 0 303 06:45 AM 25 271 3 12 39 0 350 Total 66 817 9 21 128 1 1042 07:00 AM 37 306 3 5 48 0 399 07:15 AM 31 322 7 7 65 2 434 07:30 AM 48 390 6 12 75 2 533 07:45 AM 38 401 5 17 84 1 546 Total 154 1419 21 41 272 5 1912 08:00 AM 32 360 2 14 70 2 480 08:15 AM 33 268 3 15 70 4 393 08:30 AM 25 291 3 8 66 0 393 08:45 AM 13 222 2 12 78 2 329 Total 103 1141 10 49 284 8 1595 Grand Total 323 3377 40 111 684 14 4549 Apprch% 8.7 91.3 26.5 73.5 98 2 Total% 7.1 74.2 0.9 2.4 15 0.3 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :6 Osgood Street Bradford Street Osgood Street From North From East From South Start Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 31 322 353 7 7 14 65 2 67 434 07:30 AM 48 390 438 6 12 18 75 2 77 533 07:45 AM 38 401 439 5 17 22 84 1 85 546 08:00 AM 32 360 392 2 14 16 70 2 72 480 Total Volume 149 1473 1622 20 50 70 294 7 301 1993 %App.Total 9.2 90.8 28.6 71.4 97.7 2.3 P H F .776 .918 .924 .714 .735 .795 .875 .875 .885 .913 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :7 Osgood Street Out In Total 344 162 196 1473 149 Thru Left L+ Peak Hour Data 0 North v o 0 Peak Hour Begins at 07:15 ANI r o Cn m Cars No N� N� Thru Right 294 7 149 301 179 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:30 AM 07:30 AM +0 mins. 31 322 353 g 12 18 75 2 77 +15 mins. 48 390 438 5 17 22 84 1 85 +30 mins. 38 401 439 2 14 16 70 2 72 +45 mins. 32 360 392 3 15 18 70 4 74 Total Volume 149 1473 1622 16 58 74 299 9 308 %App.Total 9.2 90.8 21.6 78.4 97.1 2.9 P H F .776 .918 .924 .667 .853 .841 .890 .563 .906 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :8 Osgood Street In-Peak Hour:07:15 AM 162 1473 149 Thru Left L+ Peak Hour Data North ♦ v� �n C'Q CO 0 Cars r Cn rn o m rn W(D 0 D I Thru Right 299 9 308 In-Peak Hour:07:30 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No :9 Groups Printed-Trucks Osgood Street Bradford Street Osgood Street From North From East From South Start Time Left Thru Left Right =Thru Right Int.Total 06:00 AM 0 6 0 0 1 0 7 06:15 AM 0 4 0 0 7 0 11 06:30 AM 0 5 0 0 4 1 10 06:45 AM 0 3 0 0 7 0 10 Total 0 18 0 0 19 1 38 07:00 AM 0 5 0 0 6 0 11 07:15 AM 0 4 0 0 4 0 8 07:30 AM 0 5 0 0 2 0 7 07:45 AM 0 7 0 0 1 1 9 Total 0 21 0 0 13 1 35 08:00 AM 0 4 0 0 7 0 11 08:15 AM 0 10 0 1 9 0 20 08:30 AM 1 4 0 0 2 0 7 08:45 AM 0 4 0 0 6 0 10 Total 1 22 0 1 24 0 48 Grand Total 1 61 0 1 56 2 121 Apprch% 1.6 98.4 0 100 96.6 3.4 Total% 0.8 50.4 0 0.8 46.3 1.7 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 10 Osgood Street Bradford Street Osgood Street From North From East From South Start Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 4 4 0 0 0 7 0 7 11 08:15 AM 0 10 10 0 1 1 9 0 9 20 08:30 AM 1 4 5 0 0 0 2 0 2 7 08:45 AM 0 4 4 0 0 0 6 0 6 10 Total Volume 1 22 23 0 1 1 24 0 24 48 %App.Total 4.3 95.7 0 100 100 0 PHF .250 .550 .575 .000 .250 .250 .667 .000 .667 .600 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 11 Osgood Street Out In Total 25 23 48 22 1 Thru Left L+ Peak Hour Data O North 00 v o Peak Hour Begins at 08:00 ANI r Cn CD Trucks o 0 v N Thru Right 24 0 22 24 46 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 06:15 AM +0 mins. 0 5 5 0 0 0 7 0 7 +15 mins. 0 7 7 0 0 0 4 1 5 +30 mins. 0 4 4 0 0 0 7 0 7 +45 mins. 0 10 10 0 1 1 6 0 6 Total Volume 0 26 26 0 1 1 24 1 25 %App.Total 0 100 0 100 96 4 P H F .000 .650 .650 .000 .250 .250 .857 .250 .893 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 12 Osgood Street In-Peak Hour:07:30 AM 26 26 0 Thru Left L+ Peak Hour Data North ♦ v � fin- C'Q O o Trucks Cn rn, o o W 0 D I Thru Right 24 1 25 In-Peak Hour:06:15 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 13 Groups Printed-Bikes Peds Osgood Street Bradford Street Osgood Street From North From East From South Start Time Left Thru Peds Left Right Peds T h r:uj Right Peds Exclu.Total Inclu.Total Int.Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 1 0 0 0 0 0 0 0 0 1 1 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 1 0 0 0 0 0 0 0 0 1 1 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 1 0 0 0 0 0 0 0 0 1 1 Apprch% 0 100 0 0 0 0 Total% 0 100 0 0 0 0 0 100 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 14 Osgood Street Bradford Street Osgood Street From North From East From South Start Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:15 AM 06:15 AM 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 1 1 0 0 0 0 0 0 1 Total Volume 0 1 1 0 0 0 0 0 0 1 %App.Total 0 100 0 0 0 0 P H F .000 .250 .250 .000 .000 .000 .000 .000 .000 .250 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 15 Osgood Street Out In Total 0 1 01 1 0 Thru Left L+ Peak Hour Data O C: North 01 000 v � Q o 0 Peak Hour Begins at 06:15 A 0- r o Cn (D Bikes Peds o m 0 v o— I Thru Right 0 0 0 0 0 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:15 AM 06:00 AM 06:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 1 1 0 0 0 0 0 0 Total Volume 0 1 1 0 0 0 0 0 0 %App.Total 0 100 0 0 0 0 P H F .000 .250 .250 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Clear Page No : 16 Osgood Street In-Peak Hour:06:15 AM 0 1 0 Thru Left L+ Peak Hour Data North ♦ v � fin- C'Q 3 0 Bikes Peds rn oo� �(D �o o� 0 D I Thru Right 0 0 0 In-Peak Hour:06:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 1 Groups Printed-Cars-Trucks Osgood Street Bradford Street Osgood Street From North From East From South Start Time Left Thru Left Right Thru Right Int.Total 04:00 PM 14 122 2 21 297 0 456 04:15 PM 12 133 1 29 334 7 516 04:30 PM 10 135 1 31 381 6 564 04:45 PM 11 103 2 40 356 6 518 Total 47 493 6 121 1368 19 2054 05:00 PM 10 105 1 30 476 5 627 05:15 PM 12 138 3 42 378 8 581 05:30 PM 9 130 1 38 392 7 577 05:45 PM 8 95 3 24 344 3 477 Total 39 468 8 134 1590 23 2262 06:00 PM 5 88 2 18 308 3 424 06:15 PM 12 105 1 23 259 1 401 06:30 PM 5 79 2 25 258 4 373 06:45 PM 11 53 1 6 210 4 285 Total 33 325 6 72 1035 12 1483 Grand Total 119 1286 20 327 3993 54 5799 Apprch% 8.5 91.5 5.8 94.2 98.7 1.3 Total% 2.1 22.2 0.3 5.6 68.9 0.9 Cars 119 1263 20 327 3971 54 5754 %Cars 100 98.2 100 100 99.4 100 99.2 Trucks 0 23 0 0 22 0 45 %Trucks 0 1.8 0 0 0.6 0 0.8 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :2 Osgood Street Bradford Street Osgood Street From North From East From South Start Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 11 103 114 2 40 42 356 6 362 518 05:00 PM 10 105 115 1 30 31 476 5 481 627 05:15 PM 12 138 150 3 42 45 378 8 386 581 05:30 PM 9 130 139 1 38 39 392 7 399 577 Total Volume 42 476 518 7 150 157 1602 26 1628 2303 %App.Total 8.1 91.9 4.5 95.5 98.4 1.6 P H F .875 .862 .863 .583 .893 .872 .841 .813 .846 .918 Cars 42 466 508 7 150 157 1593 26 1619 2284 %Cars 100 97.9 98.1 100 100 100 99.4 100 99.4 99.2 Trucks 0 10 10 0 0 0 9 0 9 19 Trucks 0 2.1 1.9 0 0 0 0.6 0 0.6 0.8 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :3 Osgood Street Out In Total 174 508 2251 9 10 19 175 1 227 466 42 10 0 476 42 Thru Left L+ Peak Hour Data O North °o O 0° Peak Hour Begins at 04:45 P 1 _ 000 0 Cars o� Cn m Trucks �,CD� CD N N O N N� CP O Cn Thru Ri ht 1593 26 9 0 1602 26 473 "61 2092 10 9 19 483 162 2111 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:45 PM 04:45 PM +0 mins. 14 122 136 2 40 42 356 6 362 +15 mins. 12 133 145 1 30 31 476 5 481 +30 mins. 10 135 145 3 42 45 378 8 386 +45 mins. 11 103 114 1 38 39 392 7 399 Total Volume 47 493 540 7 150 157 1602 26 1628 %App.Total 8.7 91.3 4.5 95.5 98.4 1.6 P H F .839 .913 .931 .583 .893 .872 .841 .813 .846 Accurate Counts 978-664-2565 Cars 47 483 530 7 150 157 1593 26 1619 %Cars 100 98 98.1 100 100 100 99.4 100 99.4 Trucks 0 10 10 0 0 0 9 0 9 %Trucks 0 2 1.9 0 0 0 0.6 0 0.6 Osgood Street In-Peak Hour:04:00 PM 530 10 540 483 47 10 0 493 47 Thru Left Peak Hour Data North v 00 Cars 0 0 0 0 Trucks 'i (n �, � LO-I CD CJl Thru Ri ht 1593 26 9 0 1602 26 "61 9 162 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :5 Groups Printed-Cars Osgood Street Bradford Street Osgood Street From North From East From South Start Time Left Thru Left Right =Thru Right Int.Total 04:00 PM 14 117 2 21 294 0 448 04:15 PM 12 130 1 29 332 7 511 04:30 PM 10 135 1 31 378 6 561 04:45 PM 11 101 2 40 353 6 513 Total 47 483 6 121 1357 19 2033 05:00 PM 10 103 1 30 473 5 622 05:15 PM 12 136 3 42 376 8 577 05:30 PM 9 126 1 38 391 7 572 05:45 PM 8 94 3 24 344 3 476 Total 39 459 8 134 1584 23 2247 06:00 PM 5 87 2 18 306 3 421 06:15 PM 12 103 1 23 258 1 398 06:30 PM 5 78 2 25 257 4 371 06:45 PM 11 53 1 6 209 4 284 Total 33 321 6 72 1030 12 1474 Grand Total 119 1263 20 327 3971 54 5754 Apprch% 8.6 91.4 5.8 94.2 98.7 1.3 Total% 2.1 21.9 0.3 5.7 69 0.9 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :6 Osgood Street Bradford Street Osgood Street From North From East From South Start Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 11 101 112 2 40 42 353 6 359 513 05:00 PM 10 103 113 1 30 31 473 5 478 622 05:15 PM 12 136 148 3 42 45 376 8 384 577 05:30 PM 9 126 135 1 38 39 391 7 398 572 Total Volume 42 466 508 7 150 157 1593 26 1619 2284 %App.Total 8.3 91.7 4.5 95.5 98.4 1.6 P H F .875 .857 .858 .583 .893 .872 .842 .813 .847 .918 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :7 Osgood Street Out In Total 174 508 2251 466 42 Thru Left L+ Peak Hour Data O North ♦ 0° �° licli 0 Peak Hour Begins at 04:45 PNI r Cn m Cars N o N� Thru Right 1593 26 473 161 209 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:45 PM 04:45 PM +0 mins. 14 117 131 2 40 42 353 6 359 +15 mins. 12 130 142 1 30 31 473 5 478 +30 mins. 10 135 145 3 42 45 376 8 384 +45 mins. 11 101 112 1 38 39 391 7 398 Total Volume 47 483 530 7 150 157 1593 26 1619 %App.Total 8.9 91.1 4.5 95.5 98.4 1.6 P H F .839 .894 .914 .583 .893 .872 .842 .813 .847