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HomeMy WebLinkAbout17. Zero Prescott Full Traffic Impact Assessment - Comprehensive Permit - Application - 0 Prescott Street 10/21/2025 Transportation Impact Assessment Zero Prescott East Mill Residential Development 0 Prescott Street North Andover, Massachusetts Prepared for- East Mill Housing, LLC c/o RCG LLC 17 lvaloo Street, Suite 100 Somerville, MA 02143 October 2025 Prepared by Vanasse & 35 New England Business Center Drive Associates inc Suite 140 Transportation Engineers & Manners Andover, MA 01810 35 New England Business Center Drive V%916 ASSOCiates inc Suite 140 Transportation En unoors & Planners Andover, MA 01810 October 14, 2025 Dear Reviewer: This letter shall certify that this Transportation Impact Assessment has been prepared under my direct supervision and responsible charge. I am a Registered Professional Engineer(P.E.)in the Commonwealth of Massachusetts (Massachusetts P.E. No. 38871, Civil) and hold Certification as a Professional Traffic Operations Engineer (PTOE) from the Transportation Professional Certification Board, Inc. (TPCB), an affiliate of the Institute of Transportation Engineers (ITE) (PTOE Certificate No. 993). I am also a Fellow of the Institute of Transportation Engineers (FITE). Sincerely, VA ASSE&ASSOCIATE'S, INC. c._J• 47 ?ffre3�- . Dirk .E., PTOE, FITE Managing Partner vo'www.rdva.com (978) 47 -8800 G:\10320 North Andover.MA\Repms\East Mill Resi TIA 10_25.docx CONTENTS EXECUTIVESUMMARY..............................................................................................................I INTRODUCTION............................................................................................................................5 ProjectDescription..............................................................................................................5 StudyMethodology.............................................................................................................6 EXISTING CONDITIONS ..............................................................................................................7 Roadways............................................................................................................................7 Intersections.........................................................................................................................8 Existing Traffic Volumes....................................................................................................9 SpotSpeed Measurements.................................................................................................I I Pedestrian and Bicycle Facilities.......................................................................................I I PublicTransportation........................................................................................................12 MotorVehicle Crash Data.................................................................................................12 FUTURECONDITIONS...............................................................................................................15 FutureTraffic Growth.......................................................................................................15 Project-Generated Traffic..................................................................................................17 Trip Distribution and Assignment.....................................................................................17 Future Traffic Volumes—Build Condition.......................................................................18 TRAFFIC OPERATIONS ANALYSIS.........................................................................................19 Methodology .....................................................................................................................19 AnalysisResults................................................................................................................22 G:\10320 North Andover,MA\Repoits\East Mill Resi TIA 10_25.docx CONTENTS (Continued) SHARED PARKING ANALYSIS.................................................................................................26 SIGHT DISTANCE EVALUATION.............................................................................................28 CONCLUSIONS AND RECOMMENDATIONS.........................................................................30 Conclusions.......................................................................................................................30 Recommendations.............................................................................................................31 G:\10320 North Andover,MA\Repoits\East Mill Resi TIA 10_25.docx FIGURES No. Title 1 Site Location Map 2 Existing Intersection Lane Use, Travel Lane Width and Pedestrian Facilities 3 2025 Existing Weekday Morning Peak-Hour Traffic Volumes 4 2025 Existing Weekday Evening Peak-Hour Traffic Volumes 5 2032 No-Build Weekday Morning Peak-Hour Traffic Volumes 6 2032 No-Build Weekday Evening Peak-Hour Traffic Volumes 7 Trip-Distribution Map 8 Project-Generated Weekday Morning Peak-Hour Traffic Volumes 9 Project-Generated Weekday Evening Peak-Hour Traffic Volumes 10 2032 Build Weekday Morning Peak-Hour Traffic Volumes 11 2032 Build Weekday Evening Peak-Hour Traffic Volumes G:\10320 North Andover,MA\Repoits\East Mill Resi TIA 10_25.docx TABLES No. Title 1 Study Area Intersection Description 2 2025 Existing Traffic Volumes 3 Vehicle Travel Speed Measurements 4 Motor Vehicle Crash Data Summary 5 Trip-Generation Summary 6 Peak-Hour Traffic Volume Increases 7 Level-of-Service Criteria for Signalized Intersections 8 Level-of-Service Criteria for Unsignalized Intersections 9 Signalized Intersection Level-of-Service and Vehicle Queue Summary 10 Unsignalized Intersection Level-of-Service and Vehicle Queue Summary 11 Mill Complex Land Uses Peak Parking Demands 12 Mill Complex Composite Hourly Average Parking Demand 13 Sight Distance Measurements G:\10320 North Andover,MA\Repoits\East Mill Resi TIA 10_25.docx EXECUTIVE SUMMARY Vanasse & Associates, Inc. (VAI) has conducted a Transportation Impact Assessment (TIA) in order to determine the potential impacts on the transportation infrastructure associated with the proposed 296 unit multifamily residential development to be located on a parcel of land, located at the corner of High Street and Prescott Street, and referred to as 0 Prescott Street in North Andover, Massachusetts, that is situated within the East Mill area of the former Davis and Furber Machine Shop complex(hereafter referred to as the"Pro]ect"). This assessment was prepared in consultation with the Town of North Andover and the Massachusetts Department of Transportation(MassDOT), and was performed in accordance with MassDOT's Transportation Impact Assessment (TIA) Guidelines and the standards of the Traffic Engineering and Transportation Planning professions for the preparation of such reports. Based on this assessment,we have concluded the following with respect to the Project: 1. Using trip-generation statistics published by the Institute of Transportation Engineers (ITE),'the Project is expected to generate approximately 1,320 vehicle trips on an average weekday(two-way, 24-hour volume),with 117 vehicle trips expected during the weekday morning peak-hour and 110 vehicle trips expected during the weekday evening peak-hour. 2. The Project will not have a significant impact (increase) on motorist delays or vehicle queuing over Existing or anticipated future conditions without the Project (No-Build conditions), with all movements at the study area intersections expected to continue to operate at a level-of-service(LOS)of C or better with the addition of Project-related traffic, where an LOS of"D"or better is defined as"acceptable"traffic operations. Project-related impacts were generally defined as an increase in average motorist delay of less than 5.0 seconds and in vehicle queuing of up to one (1)vehicle; 3. All movements exiting the East Mill driveway to High Street were shown to operate at LOS C during both the weekday morning and evening peak hours with residual vehicle queues of up to three (3) vehicles, which can be accommodated along the drive without inhibiting the movement of vehicles, pedestrians, or bicyclists along High Street. All movements along High Street approaching the East Mill driveway are predicted to operate at LOS A with negligible vehicle queuing; 'Trip Generation, 12'Edition;Institute of Transportation Engineers;Washington,DC;August 2025. G:\10320 North Andover,MA\Reports\East Mill Resi TIA 10_25.docx I 4. No apparent safety deficiencies were noted with respect to the motor vehicle crash history at the study area intersections; 5. Based on a review of parking demand observations documented by the ITE,'the proposed parking supply that will be available after the construction of the Project is sufficient to accommodate the anticipated peak parking demand of the existing and proposed uses within the Mill complex; and 6. Lines of sight to and from the intersection of the East Mill driveway with High Street were found to exceed the required minimum distances for the intersection to function in a safe and efficient manner. In consideration of the above,we have concluded that the Project can be accommodated within the confines of the existing transportation infrastructure in a safe and efficient manner with the implementation of the recommendations that follow. RECOMMENDATIONS A detailed transportation improvement program has been developed that is designed to provide safe and efficient access to the Project site and address any deficiencies identified at off-site locations evaluated in conjunction with this study. The improvements that have been recommended as a part of this evaluation, where applicable, will be completed in conjunction with the Project subject to receipt of all necessary rights,permits, and approvals. Proiect Access Access to the Project site will continue to be provided by way of the existing driveway that intersects the east side of High Street approximately 105 feet south of Prescott Street and thereafter by way of the three (3) existing driveways that intersect the north side of the internal access drive to the East Mill that are situated approximately 70 feet, 450 feet and 660 feet east of High Street, respectively. The access to the Project site has been designed such that no (0) new curb cuts are proposed, consistent with the Historic Mill Area Design Guidelines. The following recommendations are offered with respect to Project access and internal circulation,many of which are reflected on the site plans: ➢ The High Street driveway to the East Mill and the internal driveways will continue to be a minimum of 24-feet in width and designed to accommodate the turning and maneuvering requirements of the largest responding emergency vehicle. ➢ The service drive/emergency vehicle access to the east of the proposed building will be a minimum of 20-feet in width and designed to accommodate the turning and maneuvering requirements of the largest responding emergency vehicle. ➢ Vehicles exiting the East Mill driveway to High Street and minor drive approaches to the primary east-west drives located within the Project site and the East Mill should be placed under STOP-sign control with a marked STOP-line provided. Parking Generation,6'Edition;Institute of Transportation Engineers;Washington,D.C.;October 2023. G:\10320 North Andover.MA\Reports\East Mill Resi TIA 10_25.docx 2 ➢ Where perpendicular parking is proposed, the drive aisle behind the parking should be a minimum of 23-feet wide. ➢ All signs and pavement markings to be installed within the Project will conform to the applicable standards of the Manual on Uniform Traffic Control Devices (MUTCD).3 ➢ A sidewalk will be provided within the Project site along the front of the proposed residential building and will extend to the existing sidewalk along High Street. ➢ Marked crosswalks and Americans with Disabilities Act (ADA) compliant wheelchair ramps should be provided at pedestrian crossings within the Project site. ➢ Signs and landscaping to be installed as a part of the Project within intersection sight triangle areas should be designed and maintained so as not to restrict lines of sight. ➢ Snow accumulations (windrows) within sight triangle areas shall be promptly removed where such accumulations would impede sight lines. Off-Site High Street Pedestrian Crossing In order to enhance the safety of the pedestrian connection between the East Mill and the West Mill, it is recommended that consideration be given to installing a pedestrian actuated Rectangular Rapid Flashing Beacon(RRFB)with accompanying pedestrian crossing warning signs for the existing crosswalk across High Street that is situated to the south of the driveways that serve the East Mill and the West Mill. The enhanced pedestrian crossing treatment would also facilitate the shared parking arrangement between the East Mill and the West Mill. Transportation Demand Management Public transportation services are not currently provided in the immediate vicinity of the Project site; however, the Merrimack Valley Transit Authority (MeVa) provides fixed-route bus service along Main Street to the south of the Project site by way of Route 3, North Andover/Woodridge, and along Sutton Street to the north by way of Route 14, Lawrence-Haverhill via Amazon/ Ward Hill. The Route 3 bus provides service between the North Andover Mall and the McGovern Transportation Center in Lawrence,where connections can be made to other McVabus routes and the Massachusetts Bay Transportation Authority (MBTA) Commuter Rail (Haverhill Line). The Route 14 bus provides service between the McGovern Transportation Center and the Washington Square Transit Station in Haverhill, where connections can be made to other McVa bus routes. The closest regular stop to the Project site for the Route 3 bus is located at the Main Street/Water Street intersection,approximately 0.5 miles(a 12-minute walk)to the southwest of the Project site. The closest regular stop to the Project site for the Route 14 bus is located at 200 Sutton Street, approximately 0.7 miles (a 16-minute walk) to the northwest of the Project site. McVa buses also operate in a"flag stop" mode, where a rider can request a stop anywhere along the regular service route by signaling to the driver. 3Manual on uniform Traffic Control Devices(MUTCD);Federal Highway Administration;Washington,D.C.;2009. G:\10320 Noitli Andover,MA\Reports\East Mill Resi TIA 10_25.docx 3 In an effort to encourage the use of alternative modes of transportation to single-occupant vehicles, the following Transportation Demand Management(TDM)measures will be implemented as a part of the Project: ➢ A transportation coordinator will be designated for the Project,who may have other duties and responsibilities, to coordinate the elements of the TDM program; ➢ The transportation coordinator will facilitate a rideshare matching program for residents to encourage carpooling; ➢ A "welcome packet" will be provided to new residents detailing available public transportation services,bicycle and walking alternatives, and other commuting options; ➢ Information regarding public transportation services, maps, schedules, and fare information will be posted in a central location and/or otherwise made available to residents; ➢ A pick-up/drop-off area has been provided at the front of the building for use by carshare and delivery service providers, as well as Amazon,UPS and FedEx; ➢ A minimum of 20%of the parking spaces will include accommodations for the installation of electric vehicle (EV) charging stations for use by residents and guests; and ➢ Secure bicycle parking will be provided within the Project site to include interior,weather protected bicycle parking in the parking garage and an exterior bicycle rack. With implementation of the aforementioned recommendations, safe and efficient access will be provided to the Project site and the Project can be accommodated within the confines of the existing transportation system. G:\10320 North Andover.MA\Reports\East Mill Resi TIA 10_25.docx 4 INTRODUCTION Vanasse & Associates, Inc. (VAI) has conducted a Transportation Impact Assessment (TIA) in order to determine the potential impacts on the transportation infrastructure associated with the proposed multifamily residential development to be located on a parcel of land referred to as 0 Prescott Street in North Andover, Massachusetts, that is situated within the East Mill area of the former Davis and Furber Machine Shop complex(hereafter referred to as the"Pro]ect"). This study evaluates the following specific areas as they relate to the Project: i) access requirements; ii)potential off-site improvements; and iii) safety considerations; and identifies and analyzes existing traffic conditions and future traffic conditions, both with and without the Project, along High Street and Prescott Street, and at major intersections located along these roadways through which Project-related traffic will travel. PROJECT DESCRIPTION As proposed, the Project will entail the construction of a 296-unit multifamily residential development to be located at 0 Prescott Street in North Andover, Massachusetts. The Project site is located within the East Mill area of the former Davis and Furber Machine Shop complex and encompasses approximately 6.13± acres of land that is bound by Prescott Street and residential properties to the north;the north access drive to the East Mill area to the south;residential properties to the east; and Prescott Street and High Street to the west. Figure I depicts the Project site location in relation to the existing roadway network. The Project site is also located within walking distance of four public park/recreation areas, including: Aplin Park and Playground (0.3 mi) (18 Clarendon Street);the playing fields at North Andover High School(0.5)(430 Osgood Street); Chadwick Playground/McEvoy Field (0.6 mi) (Chadwick Street and 411 Sutton Street); and Grogan's Field (0.8 mi)(67 Baldwin Street). The Project site currently contains an underutilized two(2)story parking garage(the East Mill Garage)and a surface parking area. The parking garage will be removed to accommodate the Project,with the surface parking area located in the southern portion of the site to remain. Access to the Project site will continue to be provided by way of the existing driveway that intersects the east side of High Street approximately 105 feet south of Prescott Street and thereafter by way of the three (3) existing driveways that intersect the north side of the internal access drive to the East Mill that are situated approximately 70 feet, 450 feet and 660 feet east of High Street, respectively. The access to the Project site has been designed such that no (0) new curb cuts are proposed consistent with the Historic Mill Area Design Guidelines. G:\10320 North Andover,MA\Reports\East Mill Resi TIA 10_25.docx 5 ! -t, I' e i Y Transportation Inpact Assessnwnt-East Mill Residential Developnwnt-North Andover,Massachusetts oFij In M U) m r v O N Y �m l� I og Will, MIN �n N i i ii O N Site Location Map Associates inc1&19 V t Q (6 O N rn O � Copyright ©2025 6y VAi. NI Rights Reserved. On-site parking will be provided for 497 vehicles, with 100 parking spaces located in the existing surface parking area that serves the East Mill and 397 parking spaces that will be provided in a central parking garage to be constructed as a part of the Project. The off-street parking located within the Project site will serve both residents and visitors of the Project, as well as continuing to serve the existing uses that will remain within the East Mill. A detailed shared parking analysis for the Mill complex(East and West Mills)is included as a part of this assessment(see Shared Parking Analysis section). STUDY METHODOLOGY This study was prepared in consultation with the Town of North Andover and the Massachusetts Department of Transportation (MassDOT); was performed in accordance with MassDOT's Transportation Impact Assessment(TIA) Guidelines and the standards of the Traffic Engineering and Transportation Planning professions for the preparation of such reports; and was conducted in three distinct stages. The first stage involved an assessment of existing conditions in the study area and included an inventory of roadway geometries; pedestrian and bicycle facilities; on-street parking; public transportation services; observations of traffic flow; and collection of pedestrian, bicycle and vehicle counts. In the second stage of the study, future traffic conditions were projected and analyzed. Specific travel demand forecasts for the Project were assessed along with future traffic demands due to expected traffic growth independent of the Project. A seven-year time horizon was selected for analyses consistent with MassDOT's Transportation Impact Assessment (TIA) Guidelines. The traffic analysis conducted in stage two identifies existing or projected future roadway capacity, traffic safety, and site access issues. The third stage of the study presents and evaluates measures to address traffic and safety issues,if any,identified in stage two of the study. G:\10320 North Andover,MA\Reports\East Mill Resi TIA 10_25.docx 6 EXISTING CONDITIONS A comprehensive field inventory of existing conditions within the study area was conducted in April and May 2025. The field investigation consisted of an inventory of existing roadway geometries; pedestrian and bicycle facilities; public transportation services; traffic volumes; and operating characteristics; as well as posted speed limits and land use information within the study area. The study area that was assessed for the Project consisted of High Street and Prescott Street, and the following specific intersections through which Project-related traffic will travel: — Chickening Road(Routes 125 and 133) at Prescott Street — High Street at Prescott Street — High Street at the East and West Mill Dniveways The following describes the study area roadways and intersections. ROADWAYS High Street ➢ Two-lane major collector roadway under Town junisdiction that traverses a general north- south direction between Sutton Street and Water Street; ➢ Provides two 11-to 12-foot-wide travel lanes separated by a double-yellow centerline with variable width marked shoulders in the vicinity of the Project site; ➢ On-street parking is generally provided along the east side of the roadway between Water Street and the East Mill driveway; ➢ The posted speed limit in the southbound direction is 30 miles per hour (mph). A posted speed limit is not provided in the northbound direction in the vicinity of the Project site; however,a 30 mph posted speed limit is provided after Prescott Street. The statutory speed limit pursuant to M.G.L c. 90 § 17 is also 30 mph;' 4The statutory or"prima facie"speed is defined in M.G.L.c. 90, § 17 as the speed which would be deemed reasonable and proper to operate a motor vehicle in the absence of a regulated or posted speed limit. The statutory speed limit in a thickly settled area where a regulatory or posted speed limit has not been approved is 30 mph. G:\10320 Noitli Andover.MA\Reports\East Mill Resi TIA 10_25.docx 7 ➢ Sidewalks are provided along both sides of the roadway south of Prescott Street and along the west side to the north; ➢ Illumination is provided by way of streetlights mounted on ornamental steel poles in the vicinity of the Project site; and ➢ Land use within the study area consists of the Project site, residential and commercial properties within the East Mill and West Mill, and residential properties to the north of Prescott Street. Prescott Street ➢ Two-lane major collector roadway under Town jurisdiction that traverses a general east- west direction between Osgood Street and High Street; ➢ Provides a variable width paved area that accommodates two-way travel with no marked shoulders, with exception of the 130 foot section of roadway east of High Street, which provides two 11-to 12-foot-wide travel lanes separated by a double-yellow centerline with 2-foot-wide marked shoulders; ➢ A channelized right-turn lane under STOP-sign control is provided on the westbound approach to High Street; ➢ A posted speed limit is not provided along the roadway and, as such, the statutory speed limit pursuant to M.G.L. c. 90 § 17 is 30 mph; ➢ A sidewalk is provided along the south side of the roadway between High Street and the driveway to 111 Prescott Street(approximately 1,340 linear feet); ➢ Illumination is provided by way of streetlights mounted on wood poles; and ➢ Land use consists of the Project site, the Prescott House and residential properties; INTERSECTIONS Table 1 and Figure 2 summarize existing lane use, traffic control, and pedestrian and bicycle accommodations at the study area intersections as observed in May 2025. G:\10320 North Andover,MA\Reports\East Mill Resi TIA 10_25.docx 8 Transportation I"act Assessnwnt-East Mill Residential Developnwnt-North Andover,Massachusetts Q Ct _ S ' N � c CV _ x 133 �. 125 CV WEST MILL w NORTH DRIVEWAY 4. EAST MILL Z �3 U\�13' GARAGE W U _ Legend: Q Unsignalized Intersection N AVALON _ Signalized Intersection EAST NORTH ANDOVER m MiLL (SOUTH) Sidewalk 3 Crosswalk xx,4 Lane Use and Travel Lane Width *xx­� Channelized Right-Turn Lane m 0 i o - Existing Intersection Lane Use, Travel Lane Width and Q Associates Pedestrian Facilities V L SZ O N m O Copyright®2025 by VAL All Rights Reserved. i Table 1 STUDY AREA INTERSECTION DESCRIPTION Traffic Pedestrian Bicycle Control No.of Travel Lanes Shoulder Provided? Accommodations? Accommodations? Intersection Typea Provided es/No/Width (Yes/No/Description (Yes/No/Description) Yes;sidewalks are provided along the east side of Chickering Rd.to the south and along the 1 general purpose south side of Prescott St. Chickering Rd./ Yes; 1-foot on to the east;marked Prescott St. TS travel lane provided Prescott St.east leg crosswalks are provided No on all approaches for crossing all legs of the intersection;pedestrian traffic signal equipment and phasing(exclusive) provided 1 general purpose travel lane provided on High St. Yes;sidewalks are provided along both sides approaches, Yes;2 to 6 feet on of High St.to the south, Yes;shared traveled- High St./ S Prescott St.approach High St.and 2 feet along the west side of way provided along Prescott St. diverges to provide on Prescott St. High St.to the north,and High St.south of separate left and along the south side of Prescott St. right-turn lanes approximately 60 ft Prescott St.to the east from the intersection Yes;sidewalks are provided along both sides of High St.that connect Yes;5 to 7 feet on to pedestrian facilities High St./East 1 general purpose High St.;on-street within both the East& Yes;shared traveled- parking is provided West Mill areas;a &West Mill S travel lane provided along the east side of marked crosswalk with way north of the East& Dwys on all approaches High St.south of the accompanying curbline West Mill dwys East Mill dwy bump-outs is provided for crossing High St.south of the East&West Mill dwys aTS=traffic signal control;S=STOP-sign control. bCombined shoulder and travel lane width equal to or exceed 14 feet. EXISTING TRAFFIC VOLUMES In order to determine existing traffic-volume demands and flow patterns within the study area, automatic traffic recorder (ATR) counts, turning movement counts (TMCs) and vehicle classification counts were completed in April 2025. The ATR counts were conducted on High Street in the vicinity of the Project site on April 29' through 30', 2025 (Tuesday through Wednesday,inclusive)in order to record weekday daily traffic conditions over an extended period, with weekday morning (7:00 to 9:00 AM) and evening (2:00 to 6:00 PM) peak period TMCs performed at the study area intersections on Tuesday, April 29, 2025. These time periods were selected for analysis purposes as they are representative of the peak traffic volume hours for the Project and the adjacent roadway network, and include the student drop-off/pick-up periods for North Andover High School. G:\10320 Noitli Andover.MA\Reports\East Mill Resi TIA 10_25.docx 9 In addition, weekday morning and evening peak-hour traffic volumes were collected at the three (3)intersections internal to the East Mill that provide access to the Project site in order to determine the existing traffic volumes that enter and exit the Project site during the peak hours. Traffic Volume Adiustments In order to evaluate the potential for seasonal fluctuation of traffic volumes within the study area, MassDOT weekday seasonal factors for Urban Group 4-7 roadways (major and minor collectors and local roads and streets)were reviewed.' Based on a review of this data,it was determined that traffic volumes for the month April are approximately 5.3 percent above average-month conditions. As such, no adjustment was made to the April traffic volumes as they are representative of above average-month conditions. Traffic-volume data was also reviewed for MassDOT Continuous Count Station No. M4004 located on Osgood Street in North Andover to the northeast of the Project site was reviewed. The most recent traffic-volume data available for Count Station No. M4004 did not include sufficient data to develop a seasonal adjustment factor for the study area. Based on updated guidance from MassDOT,' adjustments to account for the impact on traffic volumes and trip patterns resulting from the COVID-19 pandemic for traffic counts taken on or after March 1, 2022 are not recommended in areas where the adjacent land uses are not predominantly office properties. As the study area roadways and intersections serve a diverse range of land uses(residential and commercial),an adjustment to account for the impact of the COVID-19 pandemic on the traffic-volume data was not required. The 2025 Existing traffic volumes are summarized in Table 2, with the weekday morning and evening peak-hour traffic volumes graphically depicted on Figures 3 and 4,respectively. Note that the peak-hour traffic volumes presented in Table 2 were obtained from the aforementioned figures. Table 2 2025 EXISTING TRAFFIC VOLUMES Directional Location/Peak Hour AWTa VPH6 K Factor° Distribution High Street,south ofEast& West Mill Dwys: 6,005 -- -- -- Weekday Morning(7:15—8:15 AM) -- 418 7.0 57.2%SB Weekday Evening(5:00—6:00 PM) -- 489 8.1 52.8%SB Average weekday traffic in vehicles per day. 'Vehicles per hour. `Percent of daily traffic occurring during the peak hour. "Percent traveling in peak direction. NB=northbound;SB=southbound. As can be seen in Table 2,High Street in the vicinity of the Project site was found to accommodate approximately 6,005 vehicles on an average weekday (two-way, 24-hour volume), with 5MassDOT statewide Traffic Data Collection;2024 Weekday Seasonal Factors,Groups U3 and U4-7. 6Traj is and Safety Engineering 25%Design Submission Guidelines;MassDOT;Revised March 31,2022. G:\10320 Noitli Andover,MA\Reports\East Mill Resi TIA 10_25.docx 10 0 Q Transportation I"act Assessnwnt-East Mill Residential Developnwnt-North Andover,Massachusetts 0 N S EES N Co 96 PRESC�T� g7"'� N 1 �► t'13 133 4-g4 SITE l 0 125 o,v In 11 0000 Out 6 WEST MILL NORTH DRIVEWAY cM/�N Total 17 1 l► 'i9 EAST MILL 34 o GARAGE 4 Y 1 _U s? (o }N ?1 S h0.7 9 p� U I*- 3 m 0--A �Q ry0 /} rri = 8Z h�p f► � 80 U AVALON 0 NORTH ANDOVER EAST MILL (SOUTH) rn 7 z 0 N m 0 Note: Imbalances exist due to numerous curb cuts and side streets that are not shown. 0 N 2025 Existing Q Weekday Morning Associates inc Peak-Hour Traffic Volumes L SZ O N m O Copyright®2025 by VAL All Rights Reserved. i 0 Q Transportation I"act Assessnwnt-East Mill Residential Developtnent-North Andover,Massachusetts 0 N S EES L4 'CR n � r q61 CO CO O °� PR�SC4T'` 3� 1 �► L25 133 �82 SITE 125 o� In 5 Out 57 WEST MILL Total 62 NORTH DRIVEWAY 1 l► 'i38 EAST MILL �68 o GARAGE Y 5jZ N � �S4 34 o 1-0U z �9 00 N S g� AVALON O NORTH ANDOVER r\j EAST MILL (SOUTH) rn 7 z O N m 0 Note: Imbalances exist due to numerous curb cuts and side streets that are not shown. N I O N 2025 Existing Q Weekday Evening Associates inc Peak-Hour Traffic Volumes L SZ O N m O Copyright®2025 by VAL All Rights Reserved. i approximately 418 vehicles per hour (vph) during the weekday morning peak-hour and 489 vph during the weekday evening peak-hour. SPOT SPEED MEASUREMENTS Vehicle travel speed measurements were performed on High Street in the vicinity of the Project site in conjunction with the ATR counts. Table 3 summarizes the vehicle travel speed measurements. Table 3 VEHICLE TRAVEL SPEED MEASUREMENTS High Street Northbound Southbound Mean Travel Speed(mph) 22 25 85'Percentile Speed(mph) 26 29 Posted/Statutory Speed Limit(mph) 30 30 mph=miles per hour. As can be seen in Table 3, the mean vehicle travel speed along High Street in the vicinity of the Project site was found to be approximately 22 mph in the northbound direction and 25 mph southbound. The measured 85'percentile vehicle travel speed, or the speed at which 85 percent of the observed vehicles traveled at or below,was found to be 26 mph in the northbound direction and 29 mph southbound, which approximates or is slightly below the posted/statutory speed limit along the roadway (30 mph). The 85'percentile speed is used as the basis of engineering design and in the evaluation of sight distances, and is often used in establishing posted speed limits. PEDESTRIAN AND BICYCLE FACILITIES A comprehensive field inventory of pedestrian and bicycle facilities within the study area was undertaken in May 2025. The field inventory consisted of a review of the location of sidewalks and pedestrian crossing locations along the study roadways and at the study intersections, as well as the location of existing and planned future bicycle facilities. As detailed on Figure 2, sidewalks are generally provided along one or both sides of the study area roadways, with the exception of the section of Prescott Street between Chickening Road and the driveway to 111 Prescott Street. Marked crosswalks are provided for crossing all legs of the Chickening Road/Prescott Street intersection that include pedestrian traffic signal equipment and phasing, and for crossing High Street south of the East and West Mill driveways. G:\10320 North Andover,MA\Repms\East Mill Resi TIA 10_25.docx 1 1 Formal bicycle facilities are not currently provided within the study area; however, sections of High Street, Prescott Street and Chickening Road generally provide sufficient width (combined travel lane and shoulder)to support bicycle travel in a shared traveled-way configuration.' PUBLIC TRANSPORTATION Public transportation services are not currently provided in the immediate vicinity of the Project site; however, the Merrimack Valley Transit Authority (MeVA) provides fixed-route bus service along Main Street to the south of the Project site by way of Route 3, North Andover/Woodridge, and along Sutton Street to the north by way of Route 14, Lawrence-Haverhill via Amazon/Ward Hill. We note that several years ago,a commuter bus service to Boston did formerly operate a stop from the West Mill parking lot across from the East Mill/Site entrance, but was abandoned reportedly due to lack of ridership. The Route 3 bus provides service between the North Andover Mall and the McGovern Transportation Center in Lawrence, where connections can be made to other McVa bus routes and the Massachusetts Bay Transportation Authority (MBTA) Commuter Rail (Haverhill Line). The Route 14 bus provides service between the McGovern Transportation Center and the Washington Square Transit Station in Haverhill,where connections can be made to other MEVA bus routes. The closest regular stop to the Project site for the Route 3 bus is located at the Main Street/Water Street intersection, approximately 0.5 miles (a 12-minute walk) to the southwest of the Project site. The closest regular stop to the Project site for the Route 14 bus is located at 200 Sutton Street, approximately 0.7 miles (a 16-minute walk) to the northwest of the Project site. McVa buses also operate in a "flag stop" mode, where a rider can request a stop anywhere along the regular service route by signaling to the driver. The public transportation schedules and fare information are provided in the Appendix. MOTOR VEHICLE CRASH DATA Motor vehicle crash information for the study area intersections was provided by the MassDOT Highway Division Safety Management/Traffic Operations Unit for the most recent five-year period available (2017 through 2021, inclusive) in order to examine motor vehicle crash trends occurring within the study area. The data is summarized by intersection, type, severity, roadway and weather conditions, and day of occurrence, and presented in Table 4. As can be seen in Table 4, the study area intersections were found to have experienced an average of 2.4 or fewer reported motor vehicle crashes per year over the five-year review period and were found to have motor vehicle crash rates below both the MassDOT statewide and District averages for a signalized or unsignalized intersection, as appropriate, for the MassDOT Highway Division District in which the intersections are located (District 4). The majority of the reported crashes occurred on a weekday; under clear weather conditions; during daylight; and involved angle type collisions that resulted in property damage only. 'A minimum combined travel lane and paved shoulder width of 14-feet is required to support bicycle travel in a shared traveled-way condition. G:\10320 North Andover.MA\Reports\East Mill Resi TIA 10_25.docx 12 Table 4 MOTOR VEHICLE CRASH DATA SUMMARYa Chickering Rd./ High St./ High St./East and Prescott St. Prescott St. West Mill Dwys Traffic Control Type:' S U U Year: 2017 4 0 0 2018 4 0 0 2019 1 1 0 2020 0 0 0 2021 3 0 0 Total 12 1 0 Average 2.40 0.20 0.00 Rate` 0.47 0.10 0.00 MassDOT Crash Rate:d 0.78/0.73 0.57/0.57 0.57/0.57 Significant?' No No No Type: Angle 5 0 0 Rear-End 4 0 0 Head-On 1 1 0 Sideswipe 1 0 0 Fixed Object 1 0 0 Pedestrian/Bicycle 0 0 0 Unknown/Other 0 0 0 Total 12 1 0 Conditions: Clear 7 1 0 Cloudy 3 0 0 Rain 2 0 0 Snow/Ice 0 0 0 Unknown 0 0 0 Total 12 1 0 Lighting: Daylight 9 1 0 Dawn/Dusk 0 0 0 Dark(Road Lit) 3 0 0 Dark(Road Unlit) 0 0 0 Total 12 1 0 Day of Week: Monday through Friday 9 1 0 Saturday 2 0 0 Sunday 1 0 0 Total 12 1 0 Severity: Property Damage Only 6 1 0 Personal Injury 5 0 0 Unknown 1 0 0 Fatality 0 0 0 Total 12 1 0 Source: MassDOT Safety Management/Traffic Operations Unit records,2017 through 2021. 'Traffic Control Type:S=signalized;U=unsignalized. `Crash rate per million vehicles entering the intersection. d Statewide/Di strict crash rate. 'The intersection crash rate is significant if it is found to exceed the MassDOT crash rate for the MassDOT Highway Division District in which the Project is located(District 4). G:\10320 Noitli Andover,MA\Reports\East Mill Resi TIA 10_25.docx 13 A review of the MassDOT statewide High Crash Location List indicates that there are no locations within the study area that are included on MassDOT's Highway Safety Improvement Program (HSIP) listing as a high crash cluster location. In addition, no fatal motor vehicle crashes were reported to have occurred at the study area intersections over the five-year review period. The MassDOT Crash Data,detailed Crash Rate Worksheets and HSIP Mapping are provided in the Appendix. G:\10320 North Andover.MA\Reports\East Mill Resi TIA 10_25.docx 14 FUTURE CONDITIONS Traffic volumes in the study area were projected to the year 2032, which reflects a seven-year planning horizon consistent with MassDOT's Transportation Impact Assessment(TIA) Guidelines. Independent of the Project, traffic volumes on the roadway network in the year 2032 under No-Build conditions include all existing traffic and new traffic resulting from background traffic growth. Anticipated Project-generated traffic volumes superimposed upon the 2032 No-Build traffic volumes reflect 2032 Build traffic volume conditions with the Project. FUTURE TRAFFIC GROWTH Future traffic growth is a function of the expected land development in the immediate area and the surrounding region. Several methods can be used to estimate this growth. A procedure frequently employed estimates an annual percentage increase in traffic growth and applies that percentage to all traffic volumes under study. The drawback to such a procedure is that some turning volumes may actually grow at either a higher or a lower rate at particular intersections. An alternative procedure identifies the location and type of planned development, estimates the traffic to be generated, and assigns it to the area roadway network. This procedure produces a more realistic estimate of growth for local traffic;however,potential population growth and development external to the study area would not be accounted for in the resulting traffic projections. To provide a conservative analysis framework,both procedures were used, the salient components of which are described below. Specific Development by Others The Town of North Andover Planning Department was contacted in order to determine if there were any pro]ects planned within the study area that would have an impact on future traffic volumes at the study intersections. Based on this discussion, the following projects were identified for inclusion in this assessment: ➢ Proposed Mixed-Use Development,1250 Osgood Street,North Andover,Massachusetts. This project entails the construction of a mixed-use development that is envisioned to contain a 148-student daycare facility and 5,815± square feet (sf) of medical office or similar use space to be located at 1250 Osgood Street to the northeast of the Project site. G:\10320 North Andover.MA\Reports\East Mill Resi TIA 10_25.docx 15 Traffic volumes associated with this development were obtained from the traffic study prepared for the development' and were assigned to the study area based on a review of existing travel patterns. ➢ Proposed Mixed-Use Development, 149 Main Street, North Andover, Massachusetts. This project entails construction of a mixed-use development that is envisioned to contain 24 multifamily residential units and approximately 6,500± sf of first floor commercial space located at 149 Main Street to the southwest of the Project. At the time the traffic counts that form the basis of this assessment were completed, this development was not yet constructed. As such, traffic volumes associated with this development were obtained from the traffic study prepared for the development9 and were assigned to the study area based on a review of existing travel patterns. ➢ Proposed Self-Storage Facility, 1701 Osgood Street, North Andover, Massachusetts. This project entails the construction of self-storage facility to be located at 1701 Osgood Street to the northeast of the Project site. Traffic volumes associated with this project are expected to be relatively minor within the study area of this assessment and would be reflected in the general background traffic growth rate (discussion follows). No other developments were identified at this time that are expected to result in an increase in traffic within the study area beyond the general background traffic growth rate. General Background Traffic Growth Traffic-volume data compiled by MassDOT from permanent count stations located in North Andover were reviewed in order to determine general traffic growth trends in the area. This data indicates that traffic volumes have fluctuated over the 10-year period between 2009 and 2019, with an average traffic growth rate of 0.56 percent per year. In order to provide a prudent planning condition for the Project, a slightly higher 1.0 percent per year compounded annual background traffic growth rate was used in order to account for future traffic growth and presently unforeseen development within the study area. Roadway Improvement Proiects MassDOT and the Town of North Andover were contacted in order to determine if there were any planned future roadway improvement projects expected to be complete by 2032 within the study area. Based on these discussions, no roadway improvement projects aside from routine maintenance activities were identified to be planned within the study area at this time. No-Build Traffic Volumes The 2032 No-Build condition peak-hour traffic-volumes were developed by applying the 1.0 percent per year compounded annual background traffic growth rate to the 2025 Existing peak-hour traffic volumes and then adding the peak-hour traffic volumes associated with the identified specific development projects by others that are expected to exceed the background 8Transportation Impactflssessment,Proposed Multi-Tenant Commercial Building,North Andover,Massachusetts;VAI; July 2024,Updated October 2024. 9 Updated Traffic Assessment&Parking Utilization Study, 149 Main Street Mixed-Use Redevelopment,North Andover, Massachusetts;Langan;November 18,2022,Revised February 23,2023. G:\10320 Noitli Andover,MA\Reports\East Mill Resi TIA 10_25.docx 16 traffic growth rate as identified previously. The resulting 2032 No-Build weekday morning and evening peak-hour traffic volumes are shown on Figures 5 and 6,respectively. PROJECT-GENERATED TRAFFIC Design year (2032) Build traffic volumes for the study area roadways were determined by estimating Project-generated traffic volumes and assigning those volumes on the study roadways. The following sections describe the methodology used to develop the anticipated traffic characteristics of the Project. As proposed, the Project will entail the construction of 296-unit multifamily residential development. In order to develop the traffic characteristics of the Project,trip-generation statistics published by the Institute of Transportation Engineers(ITE)"for a similar land use as that proposed was used. ITE Land Use Code (LUC) 221,Multifamily Housing(Mid-Rise), was used to develop the trip-generation characteristics of the Project. Table 5 summarizes the anticipated traffic characteristics of the Project using the above methodology. Table 5 TRIP-GENERATION SUMMARY Vehicle Tri sa Time Period Entering Exiting Total Average Weekday 660 660 1,320 Weekday Morning Peak-Hour 27 90 117 Weekday Evening Peak-Hour 70 40 110 'Based on ITE LUC 221,Multifamily Housing(Mid-Rise)(296 dwelling units). Project-Generated Traffic-Volume Summary As can be seen in Table 5, using the aforementioned methodology, the Project is expected to generate approximately 1,320 vehicle trips on an average weekday (two-way, 24-hour volume, or 660 vehicles entering and 660 exiting),with 117 vehicle trips (27 vehicles entering and 90 exiting) expected during the weekday morning peak-hour and 110 vehicle trips (70 vehicles entering and 40 exiting) expected during the weekday evening peak-hour. TRIP DISTRIBUTION AND ASSIGNMENT The directional distribution of generated trips to and from the Project site was determined based on a review of Journey-to-Work data obtained from the U.S. Census for the Town of North Andover and then refined based on existing traffic patterns within the study area. The general trip distribution for the Project is graphically depicted on Figure 7. Traffic volumes expected to be generated by the Pro]ect were assigned onto the study area roadway network as shown on Figures 8 and 9 for the weekday morning and evening peak hours,respectively. iolnstitute of Transportation Engineers,op.cit. 1. G:\10320 North Andover.MA\Reports\East Mill Resi TIA 10_25.docx 17 0 Q 0 w L� SEES rn r20 N ♦ rt 1QOJ �N� Transportation I"act Assessnwnt-East Mill Residential Developnwnt-North Andover,Massachusetts ry 133 r�p2 SITE l r► 125 ro� In 11 e0� Out 6 WEST MILL NORTH DRIVEWAY cM/ro N Total 17 1 l► 'i9 EAST MILL 34 GARAGE Y 1 / _U s? (o } 4 S N ?1 50.7 9 p� U gym, ���f► `� 80 U AVALON 0 NORTH ANDOVER EAST MILL (SOUTH) rn 7 z 0 N m 0 Note: Imbalances exist due to numerous curb cuts and side streets that are not shown. 0 N 2032 No-Build Q Weekday Morning Associates inc Peak-Hour Traffic Volumes L SZ O N m O Copyright®2025 by VAL All Rights Reserved. i 0 Q 0 �1 Transportation I"act Assessnwnt-East Mill Residential Developtnent-North Andover,Massachusetts N 5t1 A3� °'n a PRES�pT'� 36.y co 14 r9 133 l� SITE5 125 I InOut 57 WEST MILL NORTH DRIVEWAY ;:I�c Total 62 57 U 1 l► 'i38 EAST MILL �66 "y�o GARAGE Y I- $4 oo tQ U z �9 N 16�� o AVALON O NORTH ANDOVER EAST MILL (SOUTH) rn 7 0 N m 0 Note: Imbalances exist due to numerous curb cuts and side streets that are not shown. N O N 2032 No-Build Q Weekday Evening Associates inc Peak-Hour Traffic Volumes L SZ O N m O Copyright®2025 by VAL All Rights Reserved. i Transportation I"act Assessnwnt-East Mill Residential Developnwnt-North Andover,Massachusetts 20% 10% 0 r a N PRESCOT� N° 133 1 r2o% l r► 125 iF WEST MILL .N N NORTH DRIVEWAY SITE 2 %4pyJ o W(60g� U jo �(10 o pq� 0% 10% I AVALON EAST NORTH ANDOVER °' MILL (SOUTH) N O N Legend: 60�0 XX Entering Trips (XX) Exiting Trips z 0 N M O in N Trip Distribution Map aAssociates V L 12 N M O Copyright®2025 by VAL All Rights Reserved. d 0 Q 0 Uy M N �9 Transportation I"act Assessnwnt-East Mill Residential Developtnent-North Andover,Massachusetts PRESCOT� 133 1 r6 r . R4JEC 125 .--� In 27 Out (90) WEST MILL NORTH DRIVEWAY Total 117 1 _2 co 7g� �(?7) U 8 g,-A �9) 2 S 3� AVALON EAST NORTH ANDOVER oo MILL (SOUTH) N O N Legend: > XX Entering Trips (XX) Exiting Trips z 0 N M O � in N Project-Generated a i Weekday Morning AssocN Peak-Hour Traffic Volumes V L Q 12 O N M O Copyright®2025 by VAL All Rights Reserved. d 0 Q 0 W ^ N PRESCOT� Transportation I"act Assessnwnt-East Mill Residential Developtnent-North Andover,Massachusetts 133 J r In 70. R4JEC 125 Out (40) WEST MILL Total 110 NORTH DRIVEWAY ro � 16) w� Z4) Y 14� ��4) 2 '--* AVALON EAST NORTH ANDOVER oo MILL (SOUTH) N O N Legend: > XX Entering Trips (XX) Exiting Trips z 0 N M O in N Project-Generated a i Weekday Evening AssocN Peak-Hour Traffic Volumes V L Q (O O N M O Copyright®2025 by VAL All Rights Reserved. d FUTURE TRAFFIC VOLUMES—BUILD CONDITION The 2032 Build condition traffic volumes consist of the 2032 No-Build traffic volumes with the addition of the traffic expected to be generated by the Project added to them. As further discussed in the Shared Parking Analysis section of this assessment, the majority of the existing traffic that is associated with the uses within the East Mill currently parks within the Project site will continue to do so after the construction of the Project. As such,the existing traffic volumes measured within East Mill were not reassigned to alternative parking areas, such as the parking area within the West Mill, under the Build condition. The 2032 Build weekday morning and evening peak-hour traffic-volumes are graphically depicted on Figures 10 and 11, respectively. A summary of peak- hour projected traffic-volume increases outside of the study area that is the subject of this assessment is shown in Table 6. These changes are a result of the construction of the Project. Table 6 PEAK-HOUR TRAFFIC-VOLUME INCREASES Traffic Volume Percent Increase Increase 2025 2032 2032 Over Over Location/Peak Hour Existing No-Build Build No-Build No-Build High Street, north of Prescott Street: Weekday Morning 239 257 280 23 8.9 Weekday Evening 294 316 338 22 7.0 High Street,south of the East& West Mill Dwys: Weekday Morning 418 448 518 70 15.6 Weekday Evening 489 524 590 68 13.0 Chickering Road,north of Prescott Street: Weekday Morning 754 841 853 12 1.4 Weekday Evening 1,035 1,148 1,159 11 1.0 Chickering Road,south of Prescott Street: Weekday Morning 866 960 972 12 1.3 Weekday Evening 1,114 1,229 1,240 11 0.9 As shown in Table 6, Project-related traffic-volume increases outside of the study area relative to 2032 No-Build conditions are anticipated to range from 0.9 to 15.6 percent during the peak periods, with vehicle increases shown to range from 11 to 70 vehicles. G:\10320 North Andover.MA\Reports\East Mill Resi TIA 10_25.docx 18 0 Q 0 � S EES Transportation I"act Assessnwnt-East Mill Residential Developnwnt-North Andover,Massachusetts PRESTO �'' 133 SITE l�► 125 In 38 Out 96 WEST MILL NORTH DRIVEWAY cMv roo Total 134 3 ^ � 341 �rs� S ? AVALON Ln EAST NORTH ANDOVER oo MILL (SOUTH) N O N H Z m Note: Imbalances exist due to numerous curb cuts and side streets that are not shown. o i N 2032 Build a i Weekday Morning AssocN Peak-Hour Traffic Volumes V L Q 12 O N M O Copyright®2025 by VAL All Rights Reserved. d 0 Q Transportation I"act Assessnwnt-East Mill Residential Developnwnt-North Andover,Massachusetts 0 r n o � r,s S EES 1 r,2 N r 551 r: A3� ,n a PRES�pT'� AO.y co "14L2'7 133 r,OA SITE 75 125 Out 97 WEST MILL Total 172 NORTH DRIVEWAY �1r o 1 � 1 �9 o Y ? m 66 o U 3 1s� a I 9--A AVALON EAST NORTH ANDOVER oo MILL (SOUTH) N O N H Z m Note: Imbalances exist due to numerous curb cuts and side streets that are not shown. 0 i N 2032 Build a i Weekday Evening AssocN Peak-Hour Traffic Volumes V L Q (O O N M O Copyright®2025 by VAL All Rights Reserved. d TRAFFIC OPERATIONS ANALYSIS Measuring existing and future traffic volumes quantifies traffic flow within the study area. To assess quality of flow, roadway capacity and vehicle queue analyses were conducted under Existing,No-Build, and Build traffic-volume conditions. Capacity analyses provide an indication of how well the roadway facilities serve the traffic demands placed upon them,with vehicle queue analyses providing a secondary measure of the operational characteristics of an intersection or section of roadway under study. METHODOLOGY Levels of Service A primary result of capacity analyses is the assignment of level of service to traffic facilities under various traffic-flow conditions." The concept of level of service is defined as a qualitative measure describing operational conditions within a traffic stream and their perception by motorists and/or passengers. A level-of-service definition provides an index to quality of traffic flow in terms of such factors as speed,travel time,freedom to maneuver,traffic interruptions,comfort,convenience, and safety. Six levels of service are defined for each type of facility. They are given letter designations from A to F, with level-of-service (LOS) A representing the best operating conditions and LOS F representing congested or constrained operating conditions. Since the level of service of a traffic facility is a function of the traffic flows placed upon it, such a facility may operate at a wide range of levels of service,depending on the time of day,day of week, or period of year. 11The capacity analysis methodology is based on the concepts and procedures presented in the Highway Capacity Manual;Transportation Research Board;Washington,DC;2016. G:\10320 North Andover,MA\Reports\East Mill Resi TIA 10_25.docx 19 Signalized Intersections The six levels of service for signalized intersections may be described as follows: • LOS A describes operations with very low control delay; most vehicles do not stop at all. • LOS B describes operations with relatively low control delay. However, more vehicles stop than LOS A. • LOS C describes operations with higher control delays. Individual cycle failures may begin to appear. The number of vehicles stopping is significant at this level, although many still pass through the intersection without stopping. • LOS D describes operations with control delay in the range where the influence of congestion becomes more noticeable. Many vehicles stop and individual cycle failures are noticeable. • LOS E describes operations with high control delay values. Individual cycle failures are frequent occurrences. • LOS F describes operations with high control delay values that often occur with over- saturation. Poor progression and long cycle lengths may also be major contributing causes to such delay levels. Levels of service for signalized intersections are calculated using the operational analysis methodology of the 2000 Highway Capacity Manual12 and implemented as a part of the Synchro® 12 software. This method assesses the effects of signal type, timing, phasing, and progression;vehicle mix; and geometries on delay. Level-of-service designations are based on the criterion of control or signal delay per vehicle. Control or signal delay is a measure of driver discomfort, frustration, and fuel consumption, and includes initial deceleration delay approaching the traffic signal, queue move-up time, stopped delay and final acceleration delay. Table 7 summarizes the relationship between level of service and control delay. The tabulated control delay criterion may be applied in assigning level-of-service designations to individual lane groups, to individual intersection approaches, or to entire intersections. Table 7 LEVEL-OF-SERVICE CRITERIA FOR SIGNALIZED INTERSECTIONSa Control(Signal)Delay Level of Service Per Vehicle(Seconds) A <l 0.0 B 10.1 to 20.0 C 20.1 to 35.0 D 35.1 to 55.0 E 55.1 to 80.0 F >80.0 'Source: Highway Capacity Manual, Transportation Research Board; Washington,DC;2000;page 16-2. 12Highway Capacity Manual;Transportation Research Board;Washington,DC;2000. G:\10320 North Andover.MA\Repms\East Mill Resi TIA 10_25.docx 20 Unsianalized Intersections The six levels of service for unsignalized intersections may be described as follows: • LOS A represents a condition with little or no control delay to minor street traffic. • LOS B represents a condition with short control delays to minor street traffic. • LOS C represents a condition with average control delays to minor street traffic. • LOS D represents a condition with long control delays to minor street traffic. • LOS E represents operating conditions at or near capacity level, with very long control delays to minor street traffic. • LOS F represents a condition where minor street demand volume exceeds capacity of an approach lane,with extreme control delays resulting. The levels of service of unsignalized intersections are determined by application of a procedure described in the Highway Capacity Manual 7th Edition.13 Level of service is measured in terms of average control delay. Mathematically, control delay is a function of the capacity and degree of saturation of the lane group and/or approach under study and is a quantification of motorist delay associated with traffic control devices such as traffic signals and STOP signs. Control delay includes the effects of initial deceleration delay approaching a STOP sign, stopped delay, queue move-up time, and final acceleration delay from a stopped condition. Definitions for level of service at unsignalized intersections are also given in the Highway Capacity Manual 7th Edition. Table 8 summarizes the relationship between level of service and average control delay for two- way stop controlled and all-way stop controlled intersections. Table 8 LEVEL-OF-SERVICE CRITERIA FOR UNSIGNALIZED INTERSECTIONSa Level-Of-Service by Volume-to-Capacity Ratio Average Control Delay v/c<1.0 v/c>1.0 (Seconds Per Vehicle) A F <10.0 B F 10.1 to 15.0 C F 15.1 to 25.0 D F 25.1 to 35.0 E F 35.1 to 50.0 F F >50.0 'Source:Highway Capacity Manual;Transportation Research Board;Washington,DC;2023. 13Highway Capacity Manual;Transportation Research Board;Washington,DC;2023. G:\10320 North Andover,MA\Reports\East Mill Resi TIA 10_25.docx 21 Vehicle Queue Analysis Vehicle queue analyses are a direct measurement of an intersection's ability to process vehicles under various traffic control and volume scenarios and lane use arrangements. The vehicle queue analysis was performed using the Synchro®intersection capacity analysis software. The Synchro® vehicle queue analysis methodology is a simulation-based model which reports the number of vehicles that experience a delay of six seconds or more at an intersection. For signalized intersections, Synchro® reports both the average (50'percentile) and the 95'percentile vehicle queue. For unsignalized intersections, Synchro®reports the 95'percentile vehicle queue. Vehicle queue lengths are a function of the capacity of the movement under study and the volume of traffic being processed by the intersection during the analysis period. The 95'percentile vehicle queue is the vehicle queue length that will be exceeded only 5 percent of the time, or approximately 3 minutes out of 60 minutes during the peak one hour of the day(during the remaining 57 minutes, the vehicle queue length will be less than the 95'percentile queue length). ANALYSIS RESULTS Level-of-service and vehicle queue analyses were conducted for 2025 Existing,2032 No-Build and 2032 Build conditions for the intersections within the study area. The results of the intersection capacity and vehicle queue analyses are summarized in Tables 9 and 10. The detailed analysis results are presented in the Appendix. The following is a summary of the level-of-service and vehicle queue analyses for the intersections within the study area. For context, we note that an LOS of"D" or better is generally defined as 11acceptable"operating conditions. Signalized Intersection (Table 9) Chickering Road at Prescott Street No change in overall level-of-service is predicted to occur over No-Build conditions as a result of the addition of Project-related traffic,with Project-related impacts generally defined as an increase in overall average motorist delay of up to 1.0 seconds that resulted in a corresponding increase in vehicle queuing of up to one (1) vehicle. Focusing on individual movements, the addition of Project-related traffic to the Prescott Street eastbound approach resulted in an increase in average motorist delay of 2.1 seconds during the weekday morning peak-hour that resulted in a change in level-of-service from LOS B to LOS C. Unsianalized Intersections (Table 10) High Street at Prescott Street All movements at this intersection are predicted to operate at LOS B or better with the addition of Project-related traffic, with no change in level-of-service or vehicle queuing predicted as a result of the addition of Project-related traffic. Project-related impacts at the intersection are generally defined as a predicted increase in average motorist delay of up to 1.1 seconds. G:\10320 North Andover,MA\Reports\East Mill Resi TIA 10_25.docx 22 High Street at the East and West Mill Driveways All movements from the East and West Mill driveways to High Street are predicted to operate at LOS C/B during the weekday morning peak-hour and at LOS C during the weekday evening peak- hour, with residual vehicle queuing of up to three (3) vehicles, which can be contained along the driveways without inhibiting access or the movement of vehicles, pedestrians or bicyclists along High Street. All movements along High Street approaching the East and West Mill driveways are predicted to operate at LOS A with negligible vehicle queuing. East Mill Driveway Internal Intersections The internal intersections along the East Mill driveway that provide access to the Project site will continue to operate as low-volume, low-speed drives with limited delay and minimal vehicle queuing. G:\10320 North Andover,MA\Reports\East Mill Resi TIA 10_25.docx 23 Table 9 SIGNALIZED INTERSECTION LEVEL-OF-SERVICE AND VEHICLE QUEUE SUMMARY 2025 Existing 2032 No-Build 2032 Build Queued Queue Queue Signalized Intersection/Peak-hour/Moveiuent V/Ca Delayb LOS` 50d/95d' V/C Delay LOS 50d/95d V/C Delay LOS 50d/95d' Chickering Road at Prescott Street Weekday Morning: Prescott Street EB LT/TH/RT 0.51 17.8 B 1/6 0.56 19.8 B 2/7 0.64 21.9 C 2/8 Prescott Street WB LT/TH/RT 0.11 15.4 B 0/2 0.12 16.3 B 1/2 0.12 16.4 B 1/2 Chickering Road NB LT/TH/RT 0.64 12.1 B 3/9 0.69 13.4 B 3/10 0.70 13.7 B 3/10 Chickering Rad SB LT/TH/RT 0.60 11.1 B 3/11 0.63 11.7 B 3/12 0.64 11.7 B 3/12 Overall -- 12.7 B -- -- 13.8 B -- -- 14.4 B -- Weekday Evening: Prescott Street EB LT/TH/RT 0.59 29.8 C 2/5 0.64 32.2 C 2/6 0.67 33.5 C 2/7 Prescott Street WB LT/TH/RT 0.18 24.5 C 1/2 0.20 24.8 C 1/2 0.20 24.6 C 1/2 Chickering Road NB LT/TH/RT 0.75 12.9 B 6/24 0.83 16.4 B 7/27 0.85 17.9 B 7/27 Chickering Rad SB LT/TH/RT 0.42 7.4 A 3/9 0.43 7.6 A 3/9 0.44 7.7 A 3/10 Overall -- 13.1 B -- -- 15.5 B -- -- 16.5 B -- Wolmue-to-capacity ratio. 'Percentile delay per vehicle in seconds. `Level-of-Service. dQueue length in vehicles. NB=northbound;SB=southbound;EB=eastbound;WB=westbound;LT=left-turning movements;TH=through movements;RT=right-turning movements. G\10320 Nortli Andover,MAAReports\East Mill Resi TLA 10_25.docx 24 Table 10 UNSIGNALIZED INTERSECTION LEVEL-OF-SERVICE AND VEHICLE QUEUE SUMMARY 2025 Existing 2032 No-Build 2032 Build Queued Queue Queue Unsignalized hitersection/Peak Hour/Movement Demand' Delayb LOS` 95"' Demand Delay LOS 95"' Demand Delay LOS 95"' High Street at Prescott Street Weekday Morning: Prescott Street WB LT/RT 107 11.5 B 1 116 12.0 B 1 122 12.8 B 1 High Street NB TH/RT 168 0.0 A 0 181 0.0 A 0 217 0.0 A 0 High Street SB LT/TH 146 1.2 A 0 157 1.3 A 0 162 1.2 A 0 Weekday Evening: Prescott Street WB LT/RT 107 11.5 B 1 117 12.1 B 1 131 13.2 B 1 High Street NB TH/RT 231 0.0 A 0 250 0.0 A 0 266 0.0 A 0 High Street SB LT/TH 133 1.4 A 0 143 1.4 A 0 157 1.3 A 0 High Street at the East and West Mill Driveways Weekday Morning: West Mill Driveway EB LT/TH/RT 95 12.1 B 1 95 12.5 B 1 95 13.2 B 1 East Mill Driveway WB LT/TH/RT 25 12.8 B 1 25 13.3 B 1 115 18.1 C 2 High Street NB LT/TH/RT 179 1.1 A 0 192 1.1 A 0 208 1.0 A 0 High Street SB LT/TH/RT 217 1.0 A 0 234 1.0 A 0 245 1.3 A 0 Weekday Evening: West Mill Driveway EB LT/TH/RT 105 13.7 B 1 105 14.3 B 1 105 15.9 C 2 East Mill Driveway WB LT/TH/RT 107 15.2 C 2 107 16.1 C 2 147 22.2 C 3 High Street NB LT/TH/RT 231 2.3 A 0 250 2.1 A 0 292 1.8 A 0 High Street SB LT/TH/RT 192 0.5 A 0 208 0.4 A 0 236 1.3 A 0 Demand in vehicles per hour. 'Average control delay per vehicle(in seconds). `Level-of-Service. dQueue length in vehicles. NB=northbound;SB=southbound;EB=eastbound;WB=westbound;LT=left-tuming movements;TH=through movements;RT=right-turning movements. G\10320 Nortli Andover,MAAReports\East Mill Resi TLA 10_25.docx 25 SHARED PARKING ANALYSIS In order to assess the adequacy of the available parking supply to accommodate the parking demands of the existing and proposed uses located within the East and West Mill complex with the construction of the Project, a parking demand analysis was performed using parking demand data published by the ITE.14 For context, after the construction of the Project, there will be 1,313 parking spaces to accommodate the parking demands of the uses within the East and West Mill complex." Table 11 summarizes the land use and size of the uses that will be contained within the East and West Mill complex after the construction of the Project and the average ITE peak parking demand ratios and corresponding peak parking demand for each land use. Table 11 MILL COMPLEX LAND USES PEAK PARKING DEMANDS Average Peak Peak Parking Area/Land Use Size Variable Parking Demand' Demand East Mill Residential 334 units 1.23/unit 411 Retail 12,358 sf 2.79/1,000 sf 35 Restaurant 7,385 sf 8.34/1,000 sf 62 Office 136,483 sf 1.95/1,000 sf 267 Research and Development 12,762 sf 2.56/1,000 sf 33 Veterinarian 4,292 sf 3.08/1,000 sf 14 West Mill Residential 39 units 1.23/unit 48 Retail 14,709 sf 2.79/1,000 sf 42 Restaurant 11,343 sf 8.34/1,000 sf 95 Office 172,522 sf 1.95/1,000 sf 337 Research and Development 12,336 sf 2.56/1,000 sf 32 Medical Office 11,966 sf 2.63/1,000 sf 32 a ITE peak parking demand ratios are per 1,000 sf or per unit as appropriate. 14Parking Generation,61h Edition;Institute of Transportation Engineers;Washington,D.C.;October 2023. 15284 parking spaces are provided within the West Mill area; 137 parking spaces are leased from other properties for use by West Mill tenants;746 parking spaces will be provided within the East Mill area;and 146 on-street parking spaces are located within 100 yards of the Mill complex and can be counted toward the parking provided for the Mill complex (East and West);or a total of 1,313 parking spaces. G:\10320 Noitli Andover.MA\Reports\East Mill Resi TIA 10_25.docx 26 The peak parking demand for each use within the East and West Mill areas were then distributed over a 24-hour period using parking demand distribution data available from the ITE. Table 12 summarizes the composite hourly parking demand of the East and West Mill areas based on the peak parking demand identified in Table 11,with the detailed parking demand calculations for each Mill provided in the Appendix. Table 12 MILL COMPLEX COMPOSITE HOURLY AVERAGE PARKING DEMAND (A) (B) East Mill West Mill (A+B) Hour Complex Complex Total 2:00—4:00 AM 411 48 459 5:00—6:00 AM 395 47 442 6:00—7:00 AM 354 42 396 7:00—8:00 AM 352 87 439 8:00—9:00 AM 484 306 790 9:00—10:00 AM 580 467 1,047 10:00—11:00 AM 612 523 1,135 11:00 AM-12:00 PM 610 535 1,145 12:00—1:00 PM 574 504 1,078 1:00—2:00 PM 558 489 1,047 2:00—3:00 PM 568 486 1,054 3:00—4:00 PM 556 471 1,027 4:00—5:00 PM 550 432 982 5:00—6:00 PM 495 340 835 6:00—7:00 PM 406 205 611 7:00—8:00 PM 364 153 517 8:00—9:00 PM 375 131 506 9:00—10:00 PM 354 61 415 10:00—11:00 PM 358 42 400 11:00 PM—12:00 AM 374 44 418 As can be seen in Table 12, the peak parking demand for East Mill occurs between 10:00 and 11:00 AM, with a peak parking demand of 612 parking spaces, and the peak parking demand for West Mill occurs between 11:00 AM and 12:00 PM, with a peak parking demand of 535 parking spaces. The composite peak parking demand for the Mill complex(East and West Mill) after the construction of the Project is predicted to occur between 11:00 AM and 12:00 PM,with a combined peak parking demand of 1,145 parking spaces. By comparison, we note that the peak parking demand for the proposed residential project will occur generally between the hours of 11:00 PM and 5:00 AM such that the hours, days, or peak parking demands for the other uses in East Mill are so different from the peak parking demand for the Project that the parking proposed will provide adequately for all uses or activities served by the parking facility. Accordingly and given that the Mill complex will be served by 1,313 parking spaces after the construction of the Project, this analysis has determined that sufficient parking will be provided within the Mill complex to accommodate the predicted peak parking demands of the existing and proposed uses located within the East and West Mill areas after the construction of the Project. G:\10320 North Andover.MA\Repms\East Mill Resi TIA 10_25.docx 27 SIGHT DISTANCE EVALUATION Sight distance measurements were performed at the intersection of the East Mill driveway with High Street in accordance with MassDOT and American Association of State Highway and Transportation Officials (AASHTO)16 requirements. Both stopping sight distance (SSD) and intersection sight distance (ISD) measurements were performed. In brief, SSD is the distance required by a vehicle traveling at the design speed of a roadway,on wet pavement, to stop prior to striking an object in its travel path. ISD or corner sight distance(CSD)is the sight distance required by a driver entering or crossing an intersecting roadway to perceive an on-coming vehicle and safely complete a turning or crossing maneuver with on-coming traffic. In accordance with AASHTO standards, if the measured ISD is at least equal to the required SSD value for the appropriate design speed, the intersection can operate in a safe manner. Table 13 presents the measured SSD and ISD at the subject intersection. 16A Policy on Geometric Design of Highway and Streets, Th Edition; American Association of State Highway and Transportation Officials(AASHTO);Washington D.C.;2018. G:\10320 North Andover,MA\Reports\East Mill Resi TIA 10_25.docx 28 Table 13 SIGHT DISTANCE MEASUREMENTSa Feet Required Minimum Desirable Intersection/Sight Distance Measurement (SSD) (ISD)e Measured High Street at the East Mill Driveway Stopping Sight Distance: High Street approaching from the north 200 -- 392 High Street approaching from the south 200 -- 500+ Intersection Sight Distance: Looking to the north from the East Mill Driveway 200 335 401 Looking to the south from the East Mill Driveway 200 290 500+c 'Recommended minimum values obtained fromA Policy on Geometric Design ofHighways and Streets,T Edition;American Association of State Highway and Transportation Officials(AASHTO);2018;and based on a 30 mph approach speed along High Street. 'Values shown are the intersection sight distance for a vehicle turning right or left exiting aroadway under STOP control such that motorists approaching the intersection on the major street should not need to adjust their travel speed to less than 70 percent of their initial approach speed. `Available line of sight with a three-stage exiting maneuver. As can be seen in Table 13 and with consideration of a three-stage exiting maneuver given the presence of on-street parking along High Street south of the East Mill driveway (description follows),the available lines of sight to and from the East Mill driveway exceeds the recommended minimum sight distances to function in a safe and efficient manner based on 30 mph approach speed along High Street,which approximates or is above both the measured 85'percentile vehicle travel speeds measured along the roadway (26/29 mph) and is consistent with the posted/statutory speed limit(30 mph). The three-stage exiting maneuver described above is common in downtown and urban settings with sidewalks and on-street parking. The three stages are as follows: 1) the exiting driver stops their vehicle before entering the sidewalk area to observe pedestrians that may be approaching the driveway; 2) after verifying that the sidewalk area is clear,the driver positions their vehicle within the sidewalk area and into the roadway where the parking lane is present to a point where they can observe approaching motor vehicles and bicyclists; and 3) after verifying that there are no conflicting motor vehicles or bicyclists, the driver then exits the driveway. It is important that the exiting driver has a clear and unobstructed view of the sidewalk area for the three-stage exit to be accomplished in a safe manner. G:\10320 North Andover.MA\Reports\East Mill Resi TIA 10_25.docx 29 CONCLUSIONS AND RECOMMENDATIONS CONCLUSIONS VAI has completed a detailed assessment of the potential impact on the transportation infrastructure associated with the proposed 296-unit multifamily residential development to be located on aparcel of land, located at the corner of High Street and Prescott Street, and referred to as 0 Prescott Street in North Andover, Massachusetts, that is situated within the East Mill area of the former Davis and Furber Machine Shop complex. The following specific areas have been evaluated as they relate to the Project:i) access requirements;ii)potential off-site improvements; and iii) safety considerations; under existing and future conditions,both with and without the Project. Based on this assessment,we have concluded the following with respect to the Project: 1. Using trip-generation statistics published by the ITE,"the Project is expected to generate approximately 1,320 vehicle trips on an average weekday(two-way,24-hour volume),with 117 vehicle trips expected during the weekday morning peak-hour and 110 vehicle trips expected during the weekday evening peak-hour. 2. The Project will not have a significant impact (increase) on motorist delays or vehicle queuing over Existing or anticipated future conditions without the Project (No-Build conditions), with all movements at the study area intersections expected to continue to operate at LOS of C or better with the addition of Project-related traffic,where an LOS of "D" or better is defined as "acceptable" traffic operations. Project-related impacts were generally defined as an increase in average motorist delay of less than 5.0 seconds and in vehicle queuing of up to one (1)vehicle; 3. All movements exiting the East Mill driveway to High Street were shown to operate at LOS C during both the weekday morning and evening peak hours with residual vehicle queues of up to three (3) vehicles, which can be accommodated along the drive without inhibiting the movement of vehicles, pedestrians, or bicyclists along High Street. All movements along High Street approaching the East Mill driveway are predicted to operate at LOS A with negligible vehicle queuing; 17Institute of Transportation Engineers,op.cit. 1. G:\10320 North Andover.MA\Reports\East Mill Resi TIA 10_25.docx 30 4. No apparent safety deficiencies were noted with respect to the motor vehicle crash history at the study area intersections; 5. the proposed parking supply that will be available after the construction of the Project is sufficient to accommodate the anticipated peak parking demand of the existing and proposed uses within the Mill complex; and 6. Lines of sight to and from the intersection of the East Mill driveway with High Street were found to exceed the required minimum distances for the intersection to function in a safe and efficient manner. In consideration of the above,we have concluded that the Project can be accommodated within the confines of the existing transportation infrastructure in a safe and efficient manner with the implementation of the recommendations that follow. RECOMMENDATIONS A detailed transportation improvement program has been developed that is designed to provide safe and efficient access to the Project site and address any deficiencies identified at off-site locations evaluated in conjunction with this study. The improvements that have been recommended as a part of this evaluation, where applicable, will be completed in conjunction with the Project subject to receipt of all necessary rights,permits, and approvals. Proiect Access Access to the Project site will continue to be provided by way of the existing driveway that intersects the east side of High Street approximately 105 feet south of Prescott Street and thereafter by way of the three (3) existing driveways that intersect the north side of the internal access drive to the East Mill that are situated approximately 70 feet, 450 feet and 660 feet east of High Street, respectively. The access to the Project site has been designed such that no (0) new curb cuts are proposed, consistent with the Historic Mill Area Design Guidelines. The following recommendations are offered with respect to Project access and internal circulation,many of which are reflected on the site plans: ➢ The High Street driveway to the East Mill and the internal driveways will continue to be a minimum of 24-feet in width and designed to accommodate the turning and maneuvering requirements of the largest responding emergency vehicle. ➢ The service drive/emergency vehicle access to the east of the proposed building will be a minimum of 20-feet in width and designed to accommodate the turning and maneuvering requirements of the largest responding emergency vehicle. ➢ Vehicles exiting the East Mill driveway to High Street and minor drive approaches to the primary east-west drives located within the Project site and the East Mill should be placed under STOP-sign control with a marked STOP-line provided. ➢ Where perpendicular parking is proposed, the drive aisle behind the parking should be a minimum of 23-feet wide. G:\10320 North Andover.MA\Reports\East Mill Resi TIA 10_25.docx 31 ➢ All signs and pavement markings to be installed within the Project shall conform to the applicable standards of the Manual on Uniform Traffic Control Devices (MUTCD).18 ➢ A sidewalk will be provided within the Project site along the front of the proposed residential building and will extend to the existing sidewalk along High Street. ➢ Marked crosswalks and Americans with Disabilities Act (ADA) compliant wheelchair ramps should be provided at pedestrian crossings within the Project site. ➢ Signs and landscaping to be installed as a part of the Project within intersection sight triangle areas should be designed and maintained so as not to restrict lines of sight. ➢ Snow accumulations (windrows) within sight triangle areas shall be promptly removed where such accumulations would impede sight lines. Off-Site High Street Pedestrian Crossing In order to enhance the safety of the pedestrian connection between the East Mill and the West Mill, it is recommended that consideration be given to installing a pedestrian actuated Rectangular Rapid Flashing Beacon(RRFB)with accompanying pedestrian crossing warning signs for the existing crosswalk across High Street that is situated to the south of the driveways that serve the East Mill and the West Mill. The enhanced pedestrian crossing treatment would also facilitate the shared parking arrangement between the East Mill and the West Mill. Transportation Demand Management Public transportation services are not currently provided in the immediate vicinity of the Project site; however, the Merrimack Valley Transit Authority (MeVA) provides fixed-route bus service along Main Street to the south of the Project site by way of Route 3, North Andover/Woodridge, and along Sutton Street to the north by way of Route 14, Lawrence-Haverhill via Amazon/Ward Hill. The Route 3 bus provides service between the North Andover Mall and the McGovern Transportation Center in Lawrence,where connections can be made to other McVa bus routes and the Massachusetts Bay Transportation Authority (MBTA) Commuter Rail (Haverhill Line). The Route 14 bus provides service between the McGovern Transportation Center and the Washington Square Transit Station in Haverhill, where connections can be made to other McVa bus routes. The closest regular stop to the Project site for the Route 3 bus is located at the Main Street/Water Street intersection,approximately 0.5 miles(a 12-minute walk)to the southwest of the Project site. The closest regular stop to the Project site for the Route 14 bus is located at 200 Sutton Street, approximately 0.7 miles (a 16-minute walk) to the northwest of the Project site. McVa buses also operate in a"flag stop" mode, where a rider can request a stop anywhere along the regular service route by signaling to the driver. In an effort to encourage the use of alternative modes of transportation to single-occupant vehicles, the following Transportation Demand Management(TDM)measures will be implemented as a part of the Project: 18Federal Highway Administration,op.cit.3. G:\10320 North Andover.MA\Reports\East Mill Resi TIA 10_25.docx 32 ➢ A transportation coordinator will be designated for the Project,who may have other duties and responsibilities, to coordinate the elements of the TDM program; ➢ The transportation coordinator will facilitate a rideshare matching program for residents to encourage carpooling; ➢ A "welcome packet" will be provided to new residents detailing available public transportation services,bicycle and walking alternatives, and other commuting options; ➢ Information regarding public transportation services, maps, schedules, and fare information will be posted in a central location and/or otherwise made available to residents; ➢ A pick-up/drop-off area has been provided at the front of the building for use by carshare and delivery service providers, as well as Amazon,UPS and FedEx; ➢ A minimum of 20%of the parking spaces will include accommodations for the installation of electric vehicle (EV) charging stations for use by residents and guests; and ➢ Secure bicycle parking will be provided within the Project site to include interior,weather protected bicycle parking in the parking garage and an exterior bicycle rack. With implementation of the aforementioned recommendations, safe and efficient access will be provided to the Project site and the Project can be accommodated within the confines of the existing transportation system. G:\10320 North Andover.MA\Reports\East Mill Resi TIA 10_25.docx 33 APPENDIX PROJECT SITE PLAN AUTOMATIC TRAFFIC RECORDER COUNT DATA TURNING MOVEMENT COUNT DATA SEASONAL ADJUSTMENT DATA PUBLIC TRANSPORTATION SCHEDULES VEHICLE TRAVEL SPEED DATA MASSDOT MOTOR VEHICLE CRASH DATA MASSDOT CRASH RATE WORKSHEETS AND HIGH CRASH LOCATION MAP GENERAL BACKGROUND TRAFFIC GROWTH BACKGROUND DEVELOPMENT TRAFFIC-VOLUME NETWORKS TRIP-GENERATION CALCULATIONS TRIP-DISTRIBUTION PARKING GENERATION DATA CAPACITY ANALYSIS WORKSHEETS PROJECT SITE PLAN ZONING 1NIORM4llON , R[5 PENCE 4 %(JT FnP.(:()\:STRi%('TIn\% Rf51pENCE 4 \ DISiRICI o/auE s-ro -Rw - olsrRlw / REmsons. NO 1s: SAFE 11 sf so.aaou n sa1 A sf z11sA32 mcwAN 31 OF35(AR NEES N020.21 3 344+ \ \ - 15 35(ABT RES 35(ABU RES) 4s.a'± .s± // /\\\ 21 MN wY SCIRPCK 30 3A 11(ART RES) N/A N/A G`/ / \ MAx(FEoore AREA N/A 5u N/A .IRS_ / �\ / \\ R - N/A 33%� N/A 331 341 \ \ BlI51NE5S N/A \ \ /L / BE, \\ \ pISIRICT MAx BII LABB HE GT III 55 5' S5'3 / PARKitvG&LQADNG7NFORMATiON 64,\ / `V vor w<ry ax. �� v12 ... � u,un No was n w/ \\ / n i a FNC0 w.lry RE3 BENCE 4 / \ 11 PI1791, 19%1 5 SPMC14 S/ BCD API.=1)fl3 49 ]04 SPAC �� IxI\TF, L %wn Rµ�E.Nll N' DART / �/ / \ ao0.11 ININICUox 15 1,p x 2,"CES REaBRE PARANGp 0�(� ��rvN�w PCLEACEIII �� A2oEnR E PARpNr E � �E. qoi RNSTE PARANG=PACES BB E q °AI �A�= � , . ENNwARFINE , v \ _�. 11 / , INS� �P P�LIFE SRARC�E N EEEI L.AIJD COVHRAGP CALCULATIONS c j BE, -/ I NCE v CE waE _ .cm. ww arvM PO Two-I _--__ scNEO By P �owowL,R. wNry F U,Lry m CARNET �� -- v woP sm ass Ir o - ,R oESAN/srvCreo 0 o rvrvMM _ - m Nwrvloo.wRwHaxrve�k exfce v. -FORxI IorvNw,oE __ i IN e Ee wII o R m� BU LD NG GNOP Erv[ \ A i4 CNT/ C RfS DEICE 4 / / \ Irv% £ \ SFCI dSEAT, R OP m 1] A ACAC psIROT e +AAx� PNEU MPL V E fla33 M 8.3i PC / . rvRINCLO-CONS EUD III MUTCD s x°aACEIRAN MxE IINiCI / 4/5 STORY GARAGE BUILDING EN REFERENCE SIGN C'EFL, 6ranuwE� / III397 SPACES Mow I oaa 4TOo p =rvry rvm , R1-1 / J SA NI NI NousrRu s C mP> osRCT _ r EFI R7-8 PwPw ENE / t 1 = C E g PIHLIP R.IiLVRV,P.E. 1 s �> .�� wucsrxPE 1 � 3�. - ` 1 PREPARED FOR: 37-8o PCCESSIBIE ' a IND/ gy / _ LINE w/i I AA a- './ BUILDING 1 BUILDING 2 cuI \c 15` UNITS 145 UNITS d cENERu Pa oluwry E BUSMESS 17 N:1L00 STREET �5 •� rvNorv? �+> v olsrRlcT F 10050/11117 FF=10583/116.50 # \N SONtRviut.M�azia3 zERo PREecoTT IND j Iry�E ,o n RESIDENTLAL '. o — vv DEVELOPMENT rvry MuaM, - ""MSS arei Nry Env L RESCOLI SIREE L a wCH suuET uec Eo NORTHAND04-ER.ALLSSACHUSETTS DO v A sI � B � sE e Pd N j _� w[x rv[u[m rnAC Rssuon _ _ '�'�' Y. P�Po,E MIM°p.PI I RInI wPNN ry o J .D iE CorvCAC[ w P M -v "AERIrvEE r r ., -. IrvE T,ry TEE�M ,o i �N , s �A , m _ d — _ = A_ INEM � ROT 3 Lj�f �1 \ •nw nw�u _ [CC w \ Ervo IX LET NRN w,, IN N %D wII ovEUC 1 .h w° xsl RE ,Ixsrvv IF IF IF IF m \ — IENEM EMJ No IASLMEM _ nP. Sr T ALL E TIN&, _ \-S FCCFN - _ _� a MA4£A5E4[M LIM'Cl CIA NORESEMENII,MRI[1IN = _ <• T — — — FILL lTsNI. SEES. NRIANCRIEN FELLI srvo EAs EM a as =GsC SITE PLAN i__ L coc L PRa[ci M. 2sB12 AUTOMATIC TRAFFIC RECORDER COUNT DATA Accurate Counts 978-664-2565 Location : High Street South of Site Code: 10320001 Location :Avalon North Andover&East Mill Dwy City/State: North Andover, MA 4/29/2025 SB, Hour Totals NB, Hour Totals Combined Totals Time Morning Afternoon Morning Afternon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 41 5 54 12:15 2 42 0 39 12:30 1 36 3 60 12:45 0 30 4 149 0 36 8 189 12 338 1:00 0 39 3 43 1:15 0 25 0 44 1:30 0 35 5 57 1:45 0 35 0 134 0 50 8 194 8 328 2:00 2 40 0 46 2:15 0 57 2 81 2:30 1 76 4 49 2:45 2 45 5 218 0 70 6 246 11 464 3:00 2 34 2 84 3:15 1 41 0 119 3:30 0 38 1 86 3:45 1 41 4 154 1 51 4 340 8 494 4:00 0 46 2 61 4:15 2 52 1 68 4:30 2 56 3 62 4:45 7 58 11 212 5 100 11 291 22 503 5:00 6 75 0 73 5:15 7 55 4 89 5:30 10 60 3 96 5:45 16 72 39 262 6 94 13 352 52 614 6:00 14 58 11 89 6:15 16 38 13 69 6:30 30 42 9 75 6:45 31 34 91 172 27 65 60 298 151 470 7:00 43 38 55 49 7:15 54 28 70 72 7:30 73 36 72 58 7:45 51 18 221 120 73 46 270 225 491 345 8:00 59 19 34 38 8:15 42 20 97 36 8:30 45 11 90 16 8:45 44 9 190 59 76 45 297 135 487 194 9:00 31 15 47 20 9:15 33 6 41 29 9:30 32 10 38 20 9:45 33 4 129 35 28 28 154 97 283 132 10:00 28 6 65 11 10:15 27 5 24 20 10:30 33 3 32 12 10:45 25 1 113 15 32 4 153 47 266 62 11:00 30 6 40 7 11:15 19 0 38 6 11:30 47 2 54 9 11:45 35 3 131 11 52 3 184 25 315 36 Total 938 1541 1168 2439 2106 3980 Percent 37.8% 62.2% 32.4% 67.6% 34.6% 65.4% 1 Accurate Counts 978-664-2565 Location : High Street South of Site Code: 10320001 Location :Avalon North Andover&East Mill Dwy City/State: North Andover, MA 4/30/2025 SB, Hour Totals NB, Hour Totals Combined Totals Time Morning Afternoon Morning Afternon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 37 5 57 12:15 1 42 1 52 12:30 0 50 0 33 12:45 0 29 2 158 2 44 8 186 10 344 1:00 0 52 1 82 1:15 1 42 3 49 1:30 0 43 2 37 1:45 2 41 3 178 0 68 6 236 9 414 2:00 1 36 2 73 2:15 0 29 0 58 2:30 1 33 0 52 2:45 1 34 3 132 0 50 2 233 5 365 3:00 1 48 1 82 3:15 1 50 0 95 3:30 1 30 2 42 3:45 1 45 4 173 0 67 3 286 7 459 4:00 2 50 0 51 4:15 6 46 1 79 4:30 0 42 5 84 4:45 4 63 12 201 1 64 7 278 19 479 5:00 7 74 0 79 5:15 4 53 6 71 5:30 3 54 6 56 5:45 14 64 28 245 7 97 19 303 47 548 6:00 14 50 7 65 6:15 17 48 10 89 6:30 26 36 10 56 6:45 34 39 91 173 26 49 53 259 144 432 7:00 47 35 59 61 7:15 56 30 72 48 7:30 55 20 77 29 7:45 53 24 211 109 69 37 277 175 488 284 8:00 56 15 65 33 8:15 47 20 106 41 8:30 51 18 98 42 8:45 43 12 197 65 78 25 347 141 544 206 9:00 21 6 53 38 9:15 34 8 59 24 9:30 27 6 31 30 9:45 35 7 117 27 38 22 181 114 298 141 10:00 29 3 42 15 10:15 36 1 39 11 10:30 35 3 51 11 10:45 29 4 129 11 51 3 183 40 312 51 11:00 29 3 26 2 11:15 23 1 32 5 11:30 35 2 50 6 11:45 34 5 121 11 63 2 171 15 292 26 Total 918 1483 1257 2266 2175 3749 Percent 38.2% 61.8% 35.7% 64.3% 36.7% 63.3% Grand Total 1856 3024 2425 4705 4281 7729 Percent 38.0% 62.0% 34.0% 66.0% 35.6% 64.4% ADT ADT: 6,005 AADT: 6,005 2 Accurate Counts 978-664-2565 Location : High Street South of Site Code: 10320001 Location :Avalon North Andover&East Mill Dwy City/State: North Andover, MA 4/28/2025 Monday Tuesday Wednesday Thursday Friday Saturday Sunday Week Average Time SB, NB, SB, NB, SB, NB, SB, NB, SB, NB, SB, NB, SB, NB, SB, NB, 12:00AM 4 8 2 8 3 8 1:00 0 8 3 6 2 7 2:00 5 6 3 2 4 4 3:00 4 4 4 3 4 4 4:00 11 11 12 7 12 9 5:00 39 13 28 19 34 16 6:00 91 60 91 53 91 56 7:00 221 270 211 277 216 274 8:00 190 297 197 347 194 322 9:00 129 154 117 181 123 168 10:00 113 153 129 183 121 168 11:00 131 184 121 171 126 178 12:00 PM 149 189 158 186 154 188 1:00 134 194 178 236 156 215 2:00 218 246 132 233 175 240 3:00 154 340 173 286 164 313 4:00 212 291 201 278 206 284 5:00 262 352 245 303 254 328 6:00 172 298 173 259 172 278 7:00 120 225 109 175 114 200 8:00 59 135 65 141 62 138 9:00 35 97 27 114 31 106 10:00 15 47 11 40 13 44 11:00 11 25 11 15 11 20 Total 0 0 2479 3607 2401 3523 1 0 01 0 01 0 01 0 01 2442 3568 Day 0 6086 5924 0 0 0 0 6010 AM Peak 7:00 8:00 7:00 8:00 7:00 8:00 Volume 221 297 211 347 216 322 PM Peak 5:00 5:00 5:00 5:00 5:00 5:00 Volume 262 352 245 303 254 328 Comb Total 0 6086 5924 0 0 0 0 6010 ADT ADT:6,005 AADT:6,005 1 TURNING MOVEMENT COUNT DATA Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320001 E/W Street: Prescott Street Site Code : 10320001 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 1 Grou s Printed-Cars-Trucks High St Prescott St High St From North From East From South Start Time Left Thru Left Right Thru Right Int.Total 07:00 AM 5 21 9 1 12 15 63 07:15 AM 8 28 28 4 16 29 113 07:30 AM 5 30 32 5 22 35 129 07:45 AM 5 26 12 3 22 12 80 Total 23 105 81 13 72 91 385 08:00 AM 5 38 22 1 20 11 97 08:15 AM 3 41 10 0 16 16 86 08:30 AM 6 35 14 0 23 17 95 08:45 AM 5 41 12 1 32 7 98 Total 19 155 58 2 91 51 376 Grand Total 42 260 139 15 163 142 761 Apprch% 13.9 86.1 90.3 9.7 53.4 46.6 Total% 5.5 34.2 18.3 2 21.4 18.7 Cars 41 258 138 15 157 140 749 %Cars 97.6 99.2 99.3 100 96.3 98.6 98.4 Trucks 1 2 1 0 6 2 12 %Trucks 2.4 0.8 0.7 0 3.7 1.4 1.6 High St Prescott St High St From North From East From South L::::::::::::s:tart Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 8 28 36 28 4 32 16 29 45 113 07:30 AM 5 30 35 32 5 37 22 35 57 129 07:45 AM 5 26 31 12 3 15 22 12 34 80 08:00 AM 5 38 43 22 1 23 20 11 31 97 Total Volume 23 122 145 94 13 107 80 87 167 419 %App.Total 15.9 84.1 87.9 12.1 47.9 52.1 PHF .719 .803 .843 .734 .650 .723 .909 .621 .732 .812 Cars 22 122 144 93 13 106 75 85 160 410 %Cars 95.7 100 99.3 98.9 100 99.1 93.8 97.7 95.8 97.9 Trucks 1 0 1 1 0 1 5 2 7 9 %Trucks 4.3 0 0.7 1.1 0 0.9 6.3 2.3 4.2 2.1 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320001 E/W Street: Prescott Street Site Code : 10320001 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :2 High St Out In Total 88 144 232 5 1 1 6 93 145 238 122 22 0 1 122 23 T�u Left Peak Hour Data _ 00 North G v Peak Hour Begins at 07:15 AM o ID 0 0� � Cars m Trucks A w o m Thru RiF+ 75 85 5 2 80 87 216 167 383 Out In Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 07:15 AM 07:15 AM +0 mins. 5 38 43 28 4 32 16 29 45 +15 mins. 3 41 44 32 5 37 22 35 57 +30 mins. 6 35 41 12 3 15 22 12 34 +45 mins. 5 41 46 22 1 23 20 11 31 Total Volume 19 155 174 94 13 107 80 87 167 %App.Total 10.9 89.1 87.9 12.1 47.9 52.1 PHF .792 .945 .946 .734 .650 .723 .909 .621 .732 Cars 19 155 174 93 13 106 75 85 160 %Cars 100 100 100 98.9 100 99.1 93.8 97.7 95.8 Trucks 0 0 0 1 0 1 5 2 7 %Trucks 0 0 0 1.1 0 0.9 6.2 2.3 4.2 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320001 E/W Street: Prescott Street Site Code : 10320001 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :3 High St In-Peak Hour:08:00 AM 174 0 174 155 19 0 0 155 19 T�u Left Peak Hour Data T North m �v Cars Lwow =ID Trucks o A�W D Thru RiF+ 75 85 5 2 80 87 160 7 167 In-Peak Hour:07:15 AM Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320001 E/W Street: Prescott Street Site Code : 10320001 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :4 Grou s Printed-Cars High St Prescott St High St From North From East From South Start Time Left-F Thru Left Right Thru= Right Int.Total 07:00 AM 5 19 9 1 12 15 61 07:15 AM 8 28 28 4 15 27 110 07:30 AM 5 30 32 5 20 35 127 07:45 AM 4 26 12 3 20 12 77 Total 22 103 81 13 67 89 375 08:00 AM 5 38 21 1 20 11 96 08:15 AM 3 41 10 0 15 16 85 08:30 AM 6 35 14 0 23 17 95 08:45 AM 5 41 12 1 32 7 98 Total 19 155 57 2 90 51 374 Grand Total 41 258 138 15 157 140 749 Apprch% 13.7 86.3 90.2 9.8 52.9 47.1 Total% 5.5 34.4 18.4 2 21 18.7 High St Prescott St High St 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 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 8 28 36 28 4 32 15 27 42 110 07:30 AM 5 30 35 32 5 37 20 35 55 127 07:45 AM 4 26 30 12 3 15 20 12 32 77 08:00 AM 5 38 43 21 1 22 20 11 31 96 Total Volume 22 122 144 93 13 106 75 85 160 410 %App.Total 15.3 84.7 87.7 12.3 46.9 53.1 PHF .688 .803 .837 .727 .650 .716 .938 .607 .727 .807 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320001 E/W Street: Prescott Street Site Code : 10320001 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :5 High St Out In Total F-8-81 144 232 122 22 T�u Left Peak Hour Data T ° o� North �w N Peak Hour Begins at 07:15 AM 0 Cars L 0 o F" Thru Right 75 85 215 160 375 Out In Total H oh Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 07:15 AM 07:15 AM +0 mins. 5 38 43 28 4 32 15 27 42 +15 mins. 3 41 44 32 5 37 20 35 55 +30 mins. 6 35 41 12 3 15 20 12 32 +45 mins. 5 41 46 21 1 22 20 11 31 Total Volume 19 155 174 93 13 106 75 85 160 %App.Total 10.9 89.1 87.7 12.3 46.9 53.1 PHF .792 .945 .946 .727 .650 .716 .938 .607 .727 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320001 E/W Street: Prescott Street Site Code : 10320001 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :6 High St In-Peak Hour:08:00 AM 174 155 19 T�u Left Peak Hour Data T North m �v �w 0 Cars o�i o m o o w w D F" Thru Ri ht 75 85 160 In-Peak Hour:07:15 AM Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320001 E/W Street: Prescott Street Site Code : 10320001 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :7 Groups Printed-Trucks High St Prescott St High St From North From East From South Start Time Left Thru Left Right Thru Right Int.Total 07:00 AM 0 2 0 0 0 0 2 07:15 AM 0 0 0 0 1 2 3 07:30 AM 0 0 0 0 2 0 2 07:45 AM 1 0 0 0 2 0 3 Total 1 2 0 0 5 2 10 08:00 AM 0 0 1 0 0 0 1 08:15 AM 0 0 0 0 1 0 1 08:30 AM 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 Total 0 0 1 0 1 0 2 Grand Total 1 2 1 0 6 2 12 Apprch% 33.3 66.7 100 0 75 25 Total% 8.3 16.7 8.3 0 50 16.7 High St Prescott St High St From North From East From South L::::::::::::s:tart Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 2 2 0 0 0 0 0 0 2 07:15 AM 0 0 0 0 0 0 1 2 3 3 07:30 AM 0 0 0 0 0 0 2 0 2 2 07:45 AM 1 0 1 0 0 0 2 0 2 3 Total Volume 1 2 3 0 0 0 5 2 7 10 %App.Total 33.3 66.7 0 0 71.4 28.6 PHF .250 .250 .375 .000 .000 .000 .625 .250 .583 .833 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320001 E/W Street: Prescott Street Site Code : 10320001 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :8 High St Out In Total 0 ® 2 1 T�u Left Peak Hour Data O North � Peak Hour Begins at 07:00 AM o ��0 Trucks L 0 0 F" Thru Right 5 2 0 7 0 Out In Total H oh Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:15 AM 07:00 AM +0 mins. 0 2 2 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 1 2 3 +30 mins. 0 0 0 0 0 0 2 0 2 +45 mins. 1 0 1 1 0 1 2 0 2 Total Volume 1 2 3 1 0 1 5 2 7 %App.Total 33.3 66.7 100 0 71.4 28.6 PHF .250 .250 .375 .250 .000 .250 .625 .250 .583 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320001 E/W Street: Prescott Street Site Code : 10320001 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :9 High St In-Peak Hour:07:00 AM 3 2 1 T�u Left Peak Hour Data T North m �v _ID O p Trucks o w D F" Thru Ri ht 5 2 7 In-Peak Hour:07:00 AM Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320001 E/W Street: Prescott Street Site Code : 10320001 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 10 Groups Printed-Bikes Peds High St Prescott St High St From North From East From South Start Time Left Thru Peds Left Right Peds Thru F Right Peds Exclu.Total Inclu.Total F Int.Total 07:00 AM 0 1 0 0 0 0 0 0 0 0 1 1 07:15 AM 0 0 1 0 0 1 1 0 0 2 1 3 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 1 1 0 1 Total 0 1 1 0 0 1 1 0 1 3 2 5 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 2 0 0 2 0 0 0 4 0 4 08:45 AM 0 0 0 0 0 1 0 0 0 1 0 1 Total 0 0 2 0 0 3 0 0 0 5 0 5 Grand Total 0 1 3 0 0 4 1 0 1 8 2 10 Apprch% 0 100 0 0 100 0 Total% 0 50 0 0 50 0 80 20 High St Prescott St High St From North From East From South L::::::::::::s:tart Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 07:00 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 0 0 0 0 0 0 1 07:15 AM 0 0 0 0 0 0 1 0 1 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 1 1 0 0 0 1 0 1 2 %App.Total 0 100 0 0 100 0 PHF .000 .250 .250 .000 .000 .000 .250 .000 .250 .500 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320001 E/W Street: Prescott Street Site Code : 10320001 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 11 High St Out In Total 0 1 0 1 0 T�u Left Peak Hour Data O North � Peak Hour Begins at 07:00 AM o ��0 Bikes Peds L 0 0 F" Thru Right 1 0 0 1 0 Out In Total H oh Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 1 1 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 1 0 1 +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 1 1 0 0 0 1 0 1 %App.Total 0 100 0 0 100 0 PHF .000 .250 .250 .000 .000 .000 .250 .000 .250 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320001 E/W Street: Prescott Street Site Code : 10320001 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 12 High St In-Peak Hour:07:00 AM 1 1 0 T�u Left Peak Hour Data T North m �v =m o 0 N Bikes Peds o 0 0 0 D F" Thru Ri ht 1 0 1 In-Peak Hour:07:00 AM Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320001 E/W Street: Prescott Street Site Code : 10320001 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 1 Grou s Printed-Cars-Trucks High St Prescott St High St From North From East From South Start Time Left Thru Left Right Thru Right Int.Total 02:00 PM 3 21 6 7 25 16 78 02:15 PM 8 21 32 8 22 24 115 02:30 PM 9 41 30 2 32 21 135 02:45 PM 5 31 20 7 24 14 101 Total 25 114 88 24 103 75 429 03:00 PM 5 17 15 9 33 24 103 03:15 PM 4 21 17 7 43 34 126 03:30 PM 1 16 11 4 36 29 97 03:45 PM 5 22 9 5 23 12 76 Total 15 76 52 25 135 99 402 04:00 PM 3 19 15 8 22 21 88 04:15 PM 6 31 14 7 22 16 96 04:30 PM 8 23 16 3 29 18 97 04:45 PM 2 37 10 8 30 27 114 Total 19 110 55 26 103 82 395 05:00 PM 4 33 18 1 40 28 124 05:15 PM 3 20 16 5 39 26 109 05:30 PM 2 32 20 3 35 14 106 05:45 PM 8 28 21 1 29 20 107 Total 17 113 75 10 143 88 446 Grand Total 76 413 270 85 484 344 1672 Apprch% 15.5 84.5 76.1 23.9 58.5 41.5 Total% 4.5 24.7 16.1 5.1 28.9 20.6 Cars 75 411 267 83 481 342 1659 %Cars 98.7 99.5 98.9 97.6 99.4 99.4 99.2 Trucks 1 2 3 2 3 2 13 %Trucks 1.3 0.5 1.1 2.4 0.6 0.6 0.8 High St Prescott St High St From North From East From South L::::::::::::s:tart Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:30 PM 02:30 PM 9 41 50 30 2 32 32 21 53 135 02:45 PM 5 31 36 20 7 27 24 14 38 101 03:00 PM 5 17 22 15 9 24 33 24 57 103 03:15 PM 4 21 25 17 7 24 43 34 77 126 Total Volume 23 110 133 82 25 107 132 93 225 465 %App.Total 17.3 82.7 76.6 23.4 58.7 41.3 PHF .639 .671 .665 .683 .694 .836 .767 .684 .731 .861 Cars 22 109 131 81 25 106 131 91 222 459 %Cars 95.7 99.1 98.5 98.8 100 99.1 99.2 97.8 98.7 98.7 Trucks 1 1 2 1 0 1 1 2 3 6 %Trucks 4.3 0.9 1.5 1.2 0 0.9 0.8 2.2 1.3 1.3 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320001 E/W Street: Prescott Street Site Code : 10320001 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :2 High St Out In Total 156 131 287 1 2 3 157 133 290 109 22 1 1 110 23 T�u Left Peak Hour Data T ° North v Peak Hour Begins at 0230 PIM wow ID 0 0� � Cars m Trucks N �v W ACO- Thru Rio 131 91 1 2 132 93 1922 225 E4A Out In Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 02:15 PM 04:45 PM +0 mins. 6 31 37 32 8 40 30 27 57 +15 mins. 8 23 31 30 2 32 40 28 68 +30 mins. 2 37 39 20 7 27 39 26 65 +45 mins. 4 33 37 15 9 24 35 14 49 Total Volume 20 124 144 97 26 123 144 95 239 %App.Total 13.9 86.1 78.9 21.1 60.3 39.7 PHF .625 .838 .923 .758 .722 .769 .900 .848 .879 Cars 20 124 144 96 25 121 144 95 239 %Cars 100 100 100 99 96.2 98.4 100 100 100 Trucks 0 0 0 1 1 2 0 0 0 %Trucks 0 0 0 1 3.8 1.6 0 0 0 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320001 E/W Street: Prescott Street Site Code : 10320001 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :3 High St In-Peak Hour:04:15 PM 144 0 144 124 20 0 0 124 20 T�u Left Peak Hour Data T North m �v Cars ����„ =N Trucks N v�� Thru RiF+ 144 95 0 0 144 95 239 0 239 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320001 E/W Street: Prescott Street Site Code : 10320001 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :4 Grou s Printed-Cars High St Prescott St High St From North From East From South Start Time Left-F Thru Left Right Thru= Right Int.Total 02:00 PM 3 21 6 7 25 16 78 02:15 PM 8 21 32 7 21 24 113 02:30 PM 9 40 29 2 31 20 131 02:45 PM 5 31 20 7 24 14 101 Total 25 113 87 23 101 74 423 03:00 PM 4 17 15 9 33 24 102 03:15 PM 4 21 17 7 43 33 125 03:30 PM 1 16 10 4 35 29 95 03:45 PM 5 22 9 5 23 12 76 Total 14 76 51 25 134 98 398 04:00 PM 3 18 15 8 22 21 87 04:15 PM 6 31 14 7 22 16 96 04:30 PM 8 23 16 3 29 18 97 04:45 PM 2 37 10 7 30 27 113 Total 19 109 55 25 103 82 393 05:00 PM 4 33 18 1 40 28 124 05:15 PM 3 20 16 5 39 26 109 05:30 PM 2 32 20 3 35 14 106 05:45 PM 8 28 20 1 29 20 106 Total 17 113 74 10 143 88 445 Grand Total 75 411 267 83 481 342 1659 Apprch% 15.4 84.6 76.3 23.7 58.4 41.6 Total% 4.5 24.8 16.1 5 29 20.6 High St Prescott St High St 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 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:30 PM 02:30 PM 9 40 49 29 2 31 31 20 51 131 02:45 PM 5 31 36 20 7 27 24 14 38 101 03:00 PM 4 17 21 15 9 24 33 24 57 102 03:15 PM 4 21 25 17 7 24 43 33 76 125 Total Volume 22 109 131 81 25 106 131 91 222 459 %App.Total 16.8 83.2 76.4 23.6 59 41 PHF .611 .681 .668 .698 .694 .855 .762 .689 .730 .876 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320001 E/W Street: Prescott Street Site Code : 10320001 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :5 High St Out In Total 156 131 287 109 22 T�u Left Peak Horur Data North zO Peak Hour Begins (D L at 0230 PM Cars o F" Thru Right 131 91 190 222 412 Out In Total H oh Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 02:15 PM 04:45 PM +0 mins. 6 31 37 32 7 39 30 27 57 +15 mins. 8 23 31 29 2 31 40 28 68 +30 mins. 2 37 39 20 7 27 39 26 65 +45 mins. 4 33 37 15 9 24 35 14 49 Total Volume 20 124 144 96 25 121 144 95 239 %App.Total 13.9 86.1 79.3 20.7 60.3 39.7 PHF .625 .838 .923 .750 .694 .776 .900 .848 .879 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320001 E/W Street: Prescott Street Site Code : 10320001 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :6 High St In-Peak Hour:04:15 PM 144 124 20 T�u Left Peak Hour Data T North m �v 0 Cars " o m o� F" Thru Ri ht 144 95 239 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320001 E/W Street: Prescott Street Site Code : 10320001 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :7 Groups Printed-Trucks High St Prescott St High St From North From East From South Start Time Left Thru Left Right Thru Right Int.Total 02:00 PM 0 0 0 0 0 0 0 02:15 PM 0 0 0 1 1 0 2 02:30 PM 0 1 1 0 1 1 4 02:45 PM 0 0 0 0 0 0 0 Total 0 1 1 1 2 1 6 03:00 PM 1 0 0 0 0 0 1 03:15 PM 0 0 0 0 0 1 1 03:30 PM 0 0 1 0 1 0 2 03:45 PM 0 0 0 0 0 0 0 Total 1 0 1 0 1 1 4 04:00 PM 0 1 0 0 0 0 1 04:15 PM 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 04:45 PM 0 0 0 1 0 0 1 Total 0 1 0 1 0 0 2 05:00 PM 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 05:45 PM 0 0 1 0 0 0 1 Total 0 0 1 0 0 0 1 Grand Total 1 2 3 2 3 2 13 Apprch% 33.3 66.7 60 40 60 40 Total% 7.7 15.4 23.1 15.4 23.1 15.4 High St Prescott St High St From North From East From South L::::::::::::s:tart Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:15 PM 02:15 PM 0 0 0 0 1 1 1 0 1 2 02:30 PM 0 1 1 1 0 1 1 1 2 4 02:45 PM 0 0 0 0 0 0 0 0 0 0 03:00 PM 1 0 1 0 0 0 0 0 0 1 Total Volume 1 1 2 1 1 2 2 1 3 7 %App.Total 50 50 50 50 66.7 33.3 PHF .250 .250 .500 .250 .250 .500 .500 .250 .375 .438 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320001 E/W Street: Prescott Street Site Code : 10320001 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :8 High St Out In Total 00 1 1 T�u Left Peak Hour Data O North � Peak Hour Begins (D L at 02:15 PM �� Trucks 0 A� F" Thru Right 2 1 0 3 0 Out In Total H oh Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 02:15 PM 02:00 PM 02:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 1 1 0 1 1 1 0 1 +30 mins. 0 0 0 1 0 1 1 1 2 +45 mins. 1 0 1 0 0 0 0 0 0 Total Volume 1 1 2 1 1 2 2 1 3 %App.Total 50 50 50 50 66.7 33.3 PHF .250 .250 .500 .250 .250 .500 .500 .250 .375 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320001 E/W Street: Prescott Street Site Code : 10320001 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :9 High St In-Peak Hour:02:15 PM 2 1 1 T�u Left Peak Hour Data T North m �v _ID 0 Trucks 0 O O F" Thru Ri ht 2 1 3 In-Peak Hour:02:00 PM Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320001 E/W Street: Prescott Street Site Code : 10320001 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 10 Groups Printed-Bikes Peds High St Prescott St High St From North From East From South Start Time Left Thru Peds Left Right Peds Thru F Right Peds Exclu.Total Inclu.Total F Int.Total 02:00 PM 0 0 0 0 0 0 0 0 2 2 0 2 02:15PM 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM 0 0 2 0 0 2 0 1 1 5 1 6 02:45 PM 0 1 0 0 0 0 1 0 0 0 2 2 Total 0 1 2 0 0 2 1 1 3 7 3 10 03:00 PM 0 0 0 1 0 0 0 0 0 0 1 1 03:15 PM 0 0 0 0 0 1 0 0 0 1 0 1 03:30 PM 0 0 1 0 0 0 2 0 0 1 2 3 03:45 PM 0 0 0 0 0 2 0 0 0 2 0 2 Total 0 0 1 1 0 3 2 0 0 4 3 7 04:00 PM 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 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 3 0 0 1 0 0 0 4 0 4 Total 0 0 3 0 0 1 0 0 0 4 0 4 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 3 1 0 0 1 1 2 0 2 6 8 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 2 0 0 0 1 0 0 0 1 2 3 Total 0 5 1 0 0 2 1 2 0 3 8 11 Grand Total 0 6 7 1 0 8 4 3 3 18 14 32 Apprch% 0 100 100 0 57.1 42.9 Total% 0 42.9 7.1 0 28.6 21.4 56.2 43.8 High St Prescott St High St From North From East From South L::::::::::::s:tart Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 3 3 0 0 0 1 2 3 6 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 2 2 0 0 0 0 0 0 2 Total Volume 0 5 5 0 0 0 1 2 3 8 %App.Total 0 100 0 0 33.3 66.7 PHF .000 .417 .417 .000 .000 .000 .250 .250 .250 .333 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320001 E/W Street: Prescott Street Site Code : 10320001 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 11 High St Out In Total 0 © 5 0 T�u Left Peak Hour Data O North � Peak Hour Begins at 05:00 PM o �� Bikes Peds L 0 N� F" Thru Right 1 2 0 3 Out In Total H oh Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 02:15 PM 02:45 PM +0 mins. 0 0 0 0 0 0 1 0 1 +15 mins. 0 3 3 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 2 2 1 0 1 2 0 2 Total Volume 0 5 5 1 0 1 3 0 3 %App.Total 0 100 100 0 100 0 PHF .000 .417 .417 .250 .000 .250 .375 .000 .375 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320001 E/W Street: Prescott Street Site Code : 10320001 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 12 High St In-Peak Hour:05:00 PM 5 5 0 T�u Left Peak Hour Data T North m �v =m o 0 N Bikes Peds o m o F" Thru Ri ht 3 0 3 In-Peak Hour:02:45 PM Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320002 E/W Street: East Mill Dwy/Avalon North Andover Site Code : 10320002 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 1 Groups Printed-Cars-Trucks High St East Mill Driveway High St Avalon North Andover From North From East From South From West Start Time Left Thru Ri ht Left Thru Ri ht Left Thru Ri ht Left Thru Right Int.Total 07:00 AM 3 24 3 4 1 1 1 23 9 3 0 9 81 07:15 AM 6 42 8 2 1 2 3 36 4 8 0 9 121 07:30 AM 7 52 3 7 1 2 8 44 6 11 0 18 159 07:45 AM 4 28 6 0 1 2 9 25 11 7 0 20 113 Total 20 146 20 13 4 7 21 128 30 29 0 56 474 08:00 AM 12 43 6 4 0 3 6 20 7 8 0 14 123 08:15 AM 12 32 7 3 0 2 5 26 17 4 0 12 120 08:30 AM 13 30 6 2 0 5 11 34 18 3 1 10 133 08:45 AM 14 34 5 0 0 2 14 29 19 8 0 12 137 Total 51 139 24 9 0 12 36 109 61 23 1 48 513 Grand Total 71 285 44 22 4 19 57 237 91 52 1 104 987 Apprch% 17.8 71.2 11 48.9 8.9 42.2 14.8 61.6 23.6 33.1 0.6 66.2 Total% 7.2 28.9 4.5 2.2 0.4 1.9 5.8 24 9.2 5.3 0.1 10.5 Cars 71 283 43 22 4 18 56 229 91 51 1 103 972 %Cars 100 99.3 97.7 100 100 94.7 98.2 96.6 100 98.1 100 99 98.5 Trucks 0 2 1 0 0 1 1 8 0 1 0 1 15 %Trucks 0 0.7 2.3 0 0 5.3 1.8 3.4 0 1.9 0 1 1.5 High St East Mill Driveway High St Avalon North Andover From North From East From South From West LS:t:a:r:t::T::,:m:::e: Left Thru L Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 6 42 8 56 2 1 2 5 3 36 4 43 8 0 9 17 121 07:30 AM 7 52 3 62 7 1 2 10 8 44 6 58 11 0 18 29 159 07:45 AM 4 28 6 38 0 1 2 3 9 25 11 45 7 0 20 27 113 08:00 AM 12 43 6 61 4 0 3 7 6 20 7 33 8 0 14 22 123 Total Volume 29 165 23 217 13 3 9 25 26 125 28 179 34 0 61 95 516 %App.Total 13.4 76 10.6 52 12 36 14.5 69.8 15.6 35.8 0 64.2 PHF .604 .793 .719 .875 .464 .750 .750 .625 .722 .710 .636 .772 .773 .000 .763 .819 .811 Cars 29 164 23 216 13 3 8 24 26 119 28 173 33 0 61 94 507 %Cars 100 99.4 100 99.5 100 100 88.9 96.0 100 95.2 100 96.6 97.1 0 100 98.9 98.3 Trucks 0 1 0 1 0 0 1 1 0 6 0 6 1 0 0 1 9 %Trucks 0 0.6 0 0.5 0 0 11.1 4.0 0 4.8 0 3.4 2.9 0 0 1.1 1.7 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320002 E/W Street: East Mill Dwy/Avalon North Andover Site Code : 10320002 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :2 High St Out In Total q 376929 0 29 Right Thru Left Peak Hour Data > rMi�r�i � cn cnOm °o North ���� 0) c rn rn o 0 0 = Peak Hour Begins 0 N N� � Z ~ Cars WOW (Ii A a' Trucks m NON o m ruc s r (0= (D _ >OLn W O W W v F+ Left Thru Ri ht 26 119 28 0 6 0 26 125 28 411 239 179 1 418 Out In Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 08:00 AM 07:15 AM +0 mins. 6 42 8 56 2 1 2 5 6 20 7 33 8 0 9 17 +15 mins. 7 52 3 62 7 1 2 10 5 26 17 48 11 0 18 29 +30 mins. 4 28 6 38 0 1 2 3 11 34 18 63 7 0 20 27 +45 mins. 12 43 6 61 4 0 3 7 14 29 19 62 8 0 14 22 Total Volume 29 165 23 217 13 3 9 25 36 109 61 206 34 0 61 95 %App.Total 13.4 76 10.6 52 12 36 17.5 52.9 29.6 35.8 0 64.2 PHF .604 .793 .719 .875 .464 .750 .750 .625 .643 .801 .803 .817 .773 .000 .763 .819 Cars 29 164 23 216 13 3 8 24 36 108 61 205 33 0 61 94 %Cars 100 99.4 100 99.5 100 100 88.9 96 100 99.1 100 99.5 97.1 0 100 98.9 Trucks 0 1 0 1 0 0 1 1 0 1 0 1 1 0 0 1 %Trucks 0 0.6 0 0.5 0 0 11.1 4 0 0.9 0 0.5 2.9 0 0 1.1 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320002 E/W Street: East Mill Dwy/Avalon North Andover Site Code : 10320002 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :3 High St In-Peak Hour:07:15 AM 216 1 217 23 164 29 0 1 0 23 165 29 Right Thru Left Peak Hour Data -0m North �s N c o ^'cow �... = =rn rn 000 = Cars o o= Trucks Z O< c 0 O v(D -rpO (p (pLo� r >a i �m > Qc Lwow F+ Left Thru Ri ht 36 108 61 0 1 0 36 109 61 205 1 201 In-Peak Hour:08:00 AM Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320002 E/W Street: East Mill Dwy/Avalon North Andover Site Code : 10320002 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :4 Groups Printed-Cars High St East Mill Driveway High St Avalon North Andover From North From East From South From West Start Time Left Thru Ri ht Left Thru Ri ht Left Thru Right Left Thru Right Int.Total 07:00 AM 3 23 2 4 1 1 0 22 9 3 0 8 76 07:15 AM 6 42 8 2 1 1 3 33 4 8 0 9 117 07:30 AM 7 52 3 7 1 2 8 43 6 10 0 18 157 07:45 AM 4 28 6 0 1 2 9 23 11 7 0 20 111 Total 20 145 19 13 4 6 20 121 30 28 0 55 461 08:00 AM 12 42 6 4 0 3 6 20 7 8 0 14 122 08:15 AM 12 32 7 3 0 2 5 25 17 4 0 12 119 08:30 AM 13 30 6 2 0 5 11 34 18 3 1 10 133 08:45 AM 14 34 5 0 0 2 14 29 19 8 0 12 137 Total 51 138 24 9 0 12 36 108 61 23 1 48 511 Grand Total 71 283 43 22 4 18 56 229 91 51 1 103 972 Apprch o 17.9 71.3 10.8 50 9.1 40.9 14.9 60.9 24.2 32.9 0.6 66.5 Total% 7.3 29.1 4.4 2.3 0.4 1.9 5.8 23.6 9.4 5.2 0.1 10.6 High St East Mill Driveway High St Avalon North Andover From North From East From South From West LS:t:a:rt::T,:m:::e: Left Thru L Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 12 42 6 60 4 0 3 7 6 20 7 33 8 0 14 22 122 08:15 AM 12 32 7 51 3 0 2 5 5 25 17 47 4 0 12 16 119 08:30 AM 13 30 6 49 2 0 5 7 11 34 18 63 3 1 10 14 133 08:45 AM 14 34 5 53 0 0 2 2 14 29 19 62 8 0 12 20 137 Total Volume 51 138 24 213 9 0 12 21 36 108 61 205 23 1 48 72 511 %App.Total 23.9 64.8 11.3 42.9 0 57.1 17.6 52.7 29.8 31.9 1.4 66.7 PHF .911 .821 .857 .888 .563 .000 .600 .750 .643 .794 .803 .813 .719 .250 .857 .818 .932 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320002 E/W Street: East Mill Dwy/Avalon North Andover Site Code : 10320002 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :5 High St Out In Total 143 213 356 24 138 51 Right Thru Left Peak Hour Data M r o� M �O o North s G C C ` r-— Peak Hour Begins at 08:00 o 2 j— Z < o = Cars o v QOo � A0 F" Left Thru Ri ht 36 108 61 195 205 400 Out In Total Peak Hour Analysis From 07:00 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 07:15 AM +0 mins. 6 42 8 56 7 1 2 10 6 20 7 33 8 0 9 17 +15 mins. 7 52 3 62 0 1 2 3 5 25 17 47 10 0 18 28 +30 mins. 4 28 6 38 4 0 3 7 11 34 18 63 7 0 20 27 +45 mins. 12 42 6 60 3 0 2 5 14 29 19 62 8 0 14 22 Total Volume 29 164 23 216 14 2 9 25 36 108 61 205 33 0 61 94 %App.Total 13.4 75.9 10.6 56 8 36 17.6 52.7 29.8 35.1 0 64.9 PHF .604 .788 .719 .871 .500 .500 .750 .625 .643 .794 .803 .813 .825 .000 .763 .839 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320002 E/W Street: East Mill Dwy/Avalon North Andover Site Code : 10320002 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :6 High St In-Peak Hour:07:15 AM 216 23 164 29 Right Thru Left Peak Hour Data >� "M�� vm 4O North s N c o d m _ =m o �o o o �� Cars �� N; o Z�c N I o p L r W Q c i p D F" Left Thru Ri ht 36 108 61 205 In-Peak Hour:08:00 AM Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320002 E/W Street: East Mill Dwy/Avalon North Andover Site Code : 10320002 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :7 Groups Printed-Trucks High St East Mill Driveway High St Avalon North Andover From North From East From South From West Start Time Left Thru Ri ht Left Thru Ri ht Left Thru Right Left Thru Right Int.Total 07:00 AM 0 1 1 0 0 0 1 1 0 0 0 1 5 07:15 AM 0 0 0 0 0 1 0 3 0 0 0 0 4 07:30 AM 0 0 0 0 0 0 0 1 0 1 0 0 2 07:45 AM 0 0 0 0 0 0 0 2 0 0 0 0 2 Total 0 1 1 0 0 1 1 7 0 1 0 1 13 08:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 1 08:15 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 08:30 AM 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 Total 0 1 0 0 0 0 0 1 0 0 0 0 2 Grand Total 0 2 1 0 0 1 1 8 0 1 0 1 15 Apprch% 0 66.7 33.3 0 0 100 11.1 88.9 0 50 0 50 Total% 0 13.3 6.7 0 0 6.7 6.7 53.3 0 6.7 0 6.7 High St East Mill Driveway High St Avalon North Andover From North From East From South From West LS:t:a:r:t::T::,:m:::e: Left Thru L Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 07:00 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 0 0 0 0 1 1 0 2 0 0 1 1 5 07:15 AM 0 0 0 0 0 0 1 1 0 3 0 3 0 0 0 0 4 07:30 AM 0 0 0 0 0 0 0 0 0 1 0 1 1 0 0 1 2 07:45 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2 Total Volume 0 1 1 2 0 0 1 1 1 7 0 8 1 0 1 2 13 %App.Total 0 50 50 0 0 100 12.5 87.5 0 50 0 50 PHF .000 .250 .250 .250 .000 .000 .250 .250 .250 .583 .000 .667 .250 .000 .250 .500 .650 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320002 E/W Street: East Mill Dwy/Avalon North Andover Site Code : 10320002 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :8 High St Out In Total 0 2 11 1 1 0 Right Thru Left Peak Hour Data o~ �� ��v o North s C N O o c� �� Peak Hour Begins at 07:00 AM �2 p z a. o N = Trucks 0� �°� o ^0 F" Left Thru Ri ht 1 7 0 0 8 10 Out In Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 1 1 2 0 0 0 0 1 1 0 2 0 0 1 1 +15 mins. 0 0 0 0 0 0 1 1 0 3 0 3 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 1 0 1 1 0 0 1 +45 mins. 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 Total Volume 0 1 1 2 0 0 1 1 1 7 0 8 1 0 1 2 %App.Total 0 50 50 0 0 100 12.5 87.5 0 50 0 50 PHF .000 .250 .250 .250 .000 .000 .250 .250 .250 .583 .000 .667 .250 .000 .250 .500 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320002 E/W Street: East Mill Dwy/Avalon North Andover Site Code : 10320002 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :9 High St In-Peak Hour:07:00 AM 2 1 CF 0 Right Thru Left Peak Hour Data >o �� vm 'a, North s m m C O N L = O ` O= o= Trucks �2 zY o moo Cm �m o � �1= r o� Q i o > F" Left Thru Ri ht 1 7 0 8 In-Peak Hour:07:00 AM Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320002 E/W Street: East Mill Dwy/Avalon North Andover Site Code : 10320002 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 10 Group s Printed-Bikes Peds High St East Mill Driveway High St Avalon North Andover From North From East From South From West Start Time Left Thru Right Peds Left Thru Ri ht Peds Left Thru Right Peds Left Thru Right Peds Exclu.Total Inclu.Total Int.Total 07:00 AM 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 2 4 1 5 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 4 6 0 6 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 2 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 6 8 0 8 Total 0 1 0 0 0 0 0 0 0 0 0 6 0 0 0 14 20 1 21 08:00 AM 0 0 0 0 0 0 0 3 0 0 0 4 0 0 0 5 12 0 12 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 2 5 0 5 08:30 AM 0 0 0 0 0 0 0 2 0 0 0 8 0 0 0 6 16 0 16 08:45 AM 0 0 0 2 0 0 0 3 0 0 0 1 0 0 0 9 15 0 15 Total 0 0 0 2 0 0 0 8 0 0 0 16 0 0 0 22 48 0 48 Grand Total 0 1 0 2 0 0 0 8 0 0 0 22 0 0 0 36 68 1 69 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 98.6 1.4 High St East Mill Driveway High St Avalon North Andover From North From East From South From West LS:t:a:r:t::T::,:m:::e: Left Thru L Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 1 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 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 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 : High Street File Name : 10320002 E/W Street: East Mill Dwy/Avalon North Andover Site Code : 10320002 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 11 High St Out In Total 0 1 0 O 1 0 Right Thru Left Peak Hour Data 0 0 �0 v North �o c o o o'c �� Peak Hour Begins at 07:00 AM �2 p z < m 0 0 o r Bikes Peds >O� o �0 F" Left Thru Ri ht 0 0 0 0 0 0 Out In Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 1 0 1 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 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 : High Street File Name : 10320002 E/W Street: East Mill Dwy/Avalon North Andover Site Code : 10320002 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 12 High St In-Peak Hour:07:00 AM 1 0 1F 0 Right Thru Left Peak Hour Data >o o�� vm 'a, North s N coo p c Q p ` _ � ° _� Bikes Peds Z C ~ G p o p< c m o m Q c i p F" Left Thru Ri ht 0 0 0 0 In-Peak Hour:07:00 AM Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320002 E/W Street: East Mill Dwy/Avalon North Andover Site Code : 10320002 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 1 Groups Printed-Cars-Trucks High St East Mill Driveway High St Avalon North Andover From North From East From South From West Start Time Left Thru Ri ht Left Thru Ri ht Left Thru Ri ht Left Thru Right Int.Total 02:00 PM 5 18 3 8 0 6 9 23 5 10 1 11 99 02:15 PM 1 48 5 3 0 7 5 35 5 4 1 7 121 02:30 PM 3 59 9 6 0 4 4 42 6 6 0 11 150 02:45 PM 1 42 8 6 0 3 6 31 3 4 1 4 109 Total 10 167 25 23 0 20 24 131 19 24 3 33 479 03:00 PM 6 23 4 7 0 5 8 49 6 3 1 3 115 03:15 PM 4 29 5 7 0 3 11 69 4 6 0 6 144 03:30 PM 0 24 3 12 0 6 10 54 5 5 0 3 122 03:45 PM 0 24 6 7 0 7 7 27 7 1 0 4 90 Total 10 100 18 33 0 21 36 199 22 15 1 16 471 04:00 PM 2 25 7 18 0 4 8 26 3 13 0 10 116 04:15 PM 3 37 6 8 0 6 12 24 9 9 0 7 121 04:30 PM 1 33 5 16 0 11 4 33 4 2 0 7 116 04:45 PM 2 38 7 12 0 6 10 42 6 9 0 5 137 Total 8 133 25 54 0 27 34 125 22 33 0 29 490 05:00 PM 6 29 15 27 0 14 14 37 4 17 1 11 175 05:15 PM 2 28 7 15 1 10 12 39 6 16 0 21 157 05:30 PM 3 36 13 15 0 8 18 33 8 9 1 8 152 05:45 PM 1 42 5 11 0 6 24 33 3 9 1 11 146 Total 12 135 40 68 1 38 68 142 21 51 3 51 630 Grand Total 40 535 108 178 1 106 162 597 84 123 7 129 2070 Apprch% 5.9 78.3 15.8 62.5 0.4 37.2 19.2 70.8 10 47.5 2.7 49.8 Total% 1.9 25.8 5.2 8.6 0 5.1 7.8 28.8 4.1 5.9 0.3 6.2 Cars 39 533 106 177 1 106 161 593 84 122 7 127 2056 %Cars 97.5 99.6 98.1 99.4 100 100 99.4 99.3 100 99.2 100 98.4 99.3 Trucks 1 2 2 1 0 0 1 4 0 1 0 2 14 %Trucks 2.5 0.4 1.9 0.6 0 0 0.6 0.7 0 0.8 0 1.6 0.7 High St East Mill Driveway High St Avalon North Andover From North From East From South From West LS:t:a:r:t::T::,:m:::e: Left Thru L Right App.Total Left Thru Right App.Total Left Thrul Ri ht App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 6 29 15 50 27 0 14 41 14 37 4 55 17 1 11 29 175 05:15 PM 2 28 7 37 15 1 10 26 12 39 6 57 16 0 21 37 157 05:30 PM 3 36 13 52 15 0 8 23 18 33 8 59 9 1 8 18 152 05:45 PM 1 42 5 48 11 0 6 17 24 33 3 60 9 1 11 21 146 Total Volume 12 135 40 187 68 1 38 107 68 142 21 231 51 3 51 105 630 %App.Total 6.4 72.2 21.4 63.6 0.9 35.5 29.4 61.5 9.1 48.6 2.9 48.6 PHF .500 .804 .667 .899 .630 .250 .679 .652 .708 .910 .656 .963 .750 .750 .607 .709 .900 Cars 12 134 40 186 68 1 38 107 67 142 21 230 51 3 50 104 627 %Cars 100 99.3 100 99.5 100 100 100 100 98.5 100 100 99.6 100 100 98.0 99.0 99.5 Trucks 0 1 0 1 0 0 0 0 1 0 0 1 0 0 1 1 3 %Trucks 0 0.7 0 0.5 0 0 0 0 1.5 0 0 0.4 0 0 2.0 1.0 0.5 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320002 E/W Street: East Mill Dwy/Avalon North Andover Site Code : 10320002 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :2 High St Out In Total q 417 141812 0 12 Right Thru Left Peak Hour Data N d oN N O ~ �o— > °o North ��0� rnorn N c _ o M o M = Peak Hour Begins at 05:00 PM _ o z Cars Trucks m o w rn � �1= r m QOo� o o � owoow � A A 0 W O W F+ Left Thru Ri ht 67 142 21 1 0 0 68 142 21 254 2310 485 Out In Total H oh Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 02:15 PM 04:30 PM 03:00 PM 05:00 PM +0 mins. 1 48 5 54 16 0 11 27 8 49 6 63 17 1 11 29 +15 mins. 3 59 9 71 12 0 6 18 11 69 4 84 16 0 21 37 +30 mins. 1 42 8 51 27 0 14 41 10 54 5 69 9 1 8 18 +45 mins. 6 23 4 33 15 1 10 26 7 27 7 41 9 1 11 21 Total Volume 11 172 26 209 70 1 41 112 36 199 22 257 51 3 51 105 %App.Total 5.3 82.3 12.4 62.5 0.9 36.6 14 77.4 8.6 48.6 2.9 48.6 PHF .458 .729 .722 .736 .648 .250 .732 .683 .818 .721 .786 .765 .750 .750 .607 .709 Cars 11 172 24 207 69 1 41 111 36 196 22 254 51 3 50 104 %Cars 100 100 92.3 99 98.6 100 100 99.1 100 98.5 100 98.8 100 100 98 99 Trucks 0 0 2 2 1 0 0 1 0 3 0 3 0 0 1 1 %Trucks 0 0 7.7 1 1.4 0 0 0.9 0 1.5 0 1.2 0 0 2 1 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320002 E/W Street: East Mill Dwy/Avalon North Andover Site Code : 10320002 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :3 High St In-Peak Hour:02:15 PM 207 2 209 24 172 11 2 0 0 26 172 11 Right Thru Left Peak Hour Data o °o North Q0v— = =o �O MOM ` Cars o- :0= _� Trucks �s p Z�C c N O A D O L r W Q F+ Left Thru Ri ht 36 196 22 0 3 0 36 199 22 254 3 257 In-Peak Hour:03:00 PM Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320002 E/W Street: East Mill Dwy/Avalon North Andover Site Code : 10320002 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :4 Groups Printed-Cars High St East Mill Driveway High St Avalon North Andover From North From East From South From West Start Time Left Thru Ri ht Left Thru Ri ht Left Thru Right Left Thru Right Int.Total 02:00 PM 5 18 3 8 0 6 9 23 5 10 1 11 99 02:15 PM 1 48 5 3 0 7 5 35 5 4 1 7 121 02:30 PM 3 59 7 6 0 4 4 41 6 5 0 10 145 02:45 PM 1 42 8 6 0 3 6 31 3 4 1 4 109 Total 10 167 23 23 0 20 24 130 19 23 3 32 474 03:00 PM 6 23 4 7 0 5 8 49 6 3 1 3 115 03:15 PM 4 29 5 7 0 3 11 67 4 6 0 6 142 03:30 PM 0 23 3 12 0 6 10 53 5 5 0 3 120 03:45 PM 0 24 6 7 0 7 7 27 7 1 0 4 90 Total 10 99 18 33 0 21 36 196 22 15 1 16 467 04:00 PM 1 25 7 18 0 4 8 26 3 13 0 10 115 04:15 PM 3 37 6 8 0 6 12 24 9 9 0 7 121 04:30 PM 1 33 5 15 0 11 4 33 4 2 0 7 115 04:45 PM 2 38 7 12 0 6 10 42 6 9 0 5 137 Total 7 133 25 53 0 27 34 125 22 33 0 29 488 05:00 PM 6 29 15 27 0 14 14 37 4 17 1 11 175 05:15 PM 2 28 7 15 1 10 12 39 6 16 0 21 157 05:30 PM 3 36 13 15 0 8 17 33 8 9 1 8 151 05:45 PM 1 41 5 11 0 6 24 33 3 9 1 10 144 Total 12 134 40 68 1 38 67 142 21 51 3 50 627 Grand Total 39 533 106 177 1 106 161 593 84 122 7 12.7 2056 Apprch% 5.8 78.6 15.6 62.3 0.4 37.3 19.2 70.8 10 47.7 2.7 49.6 Total% 1.9 25.9 5.2 8.6 0 5.2 7.8 28.8 4.1 5.9 0.3 6.2 High St East Mill Driveway High St Avalon North Andover From North From East From South From West LS:t:a:r:t::T::,:m:::e: Left Thru L Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 6 29 15 50 27 0 14 41 14 37 4 55 17 1 11 29 175 05:15 PM 2 28 7 37 15 1 10 26 12 39 6 57 16 0 21 37 157 05:30 PM 3 36 13 52 15 0 8 23 17 33 8 58 9 1 8 18 151 05:45 PM 1 41 5 47 11 0 6 17 24 33 3 60 9 1 10 20 144 Total Volume 12 134 40 186 68 1 38 107 67 142 21 230 51 3 50 104 627 %App.Total 6.5 72 21.5 63.6 0.9 35.5 29.1 61.7 9.1 49 2.9 48.1 PHF .500 .817 .667 .894 .630 .250 .679 .652 .698 .910 .656 .958 .750 .750 .595 .703 .896 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320002 E/W Street: East Mill Dwy/Avalon North Andover Site Code : 10320002 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :5 High St Out In Total 231 186 417 40 134 12 Right Thru Left Peak Hour Data �N oN �O North N c o r� � o c Peak Hour Begins at 05:00 PM �2 o p z 8 < Cars m o o�= r Q'O� � � =` A 01 W F" Left Thru Ri ht 67 142 21 '2,K21 230 482 Out In Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 02:15 PM 04:30 PM 03:00 PM 05:00 PM +0 mins. 1 48 5 54 15 0 11 26 8 49 6 63 17 1 11 29 +15 mins. 3 59 7 69 12 0 6 18 11 67 4 82 16 0 21 37 +30 mins. 1 42 8 51 27 0 14 41 10 53 5 68 9 1 8 18 +45 mins. 6 23 4 33 15 1 10 26 7 27 7 41 9 1 10 20 Total Volume 11 172 24 207 69 1 41 111 36 196 22 254 51 3 50 104 %App.Total 5.3 83.1 11.6 62.2 0.9 36.9 14.2 77.2 8.7 49 2.9 48.1 PHF .458 .729 .750 .750 .639 .250 .732 .677 .818 .731 .786 .774 .750 .750 .595 .703 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320002 E/W Street: East Mill Dwy/Avalon North Andover Site Code : 10320002 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :6 High St In-Peak Hour:02:15 PM 207 24 172 11 Right Thru Left Peak Hour Data a � >o vm 'a, North s A m m c O d s =o r o� o= �� Cars �� zY moo c O A(D O LL�-� r W ma (D i � Q� 0 Z F" Left Thru Ri ht 36 196 22 254 In-Peak Hour:03:00 PM Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320002 E/W Street: East Mill Dwy/Avalon North Andover Site Code : 10320002 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :7 Groups Printed-Trucks High St East Mill Driveway High St Avalon North Andover From North From East From South From West Start Time Left Thru Ri ht Left Thru Ri ht Left Thru Right Left Thru Right Int.Total 02:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM 0 0 2 0 0 0 0 1 0 1 0 1 5 02:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 2 0 0 0 0 1 0 1 0 1 5 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM 0 0 0 0 0 0 0 2 0 0 0 0 2 03:30 PM 0 1 0 0 0 0 0 1 0 0 0 0 2 03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 1 0 0 0 0 0 3 0 0 0 0 4 04:00 PM 1 0 0 0 0 0 0 0 0 0 0 0 1 04:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 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 Total 1 0 0 1 0 0 0 0 0 0 0 0 2 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 0 0 0 0 05:30 PM 0 0 0 0 0 0 1 0 0 0 0 0 1 05:45 PM 0 1 0 0 0 0 0 0 0 0 0 1 2 Total 0 1 0 0 0 0 1 0 0 0 0 1 3 Grand Total 1 2 2 1 0 0 1 4 0 1 0 2 14 Apprch% 20 40 40 100 0 0 20 80 0 33.3 0 66.7 Total% 7.1 14.3 14.3 7.1 0 0 7.1 28.6 0 7.1 0 14.3 High St East Mill Driveway High St Avalon North Andover From North From East From South From West LS:t:a:r:t::T::,:m:::e: Left Thru L Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:30 PM 02:30 PM 0 0 2 2 0 0 0 0 0 1 0 1 1 0 1 2 5 02:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2 Total Volume 0 0 2 2 0 0 0 0 0 3 0 3 1 0 1 2 7 %App.Total 0 0 100 0 0 0 0 100 0 50 0 50 PHF .000 .000 .250 .250 .000 .000 .000 .000 .000 .375 .000 .375 .250 .000 .250 .250 .350 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320002 E/W Street: East Mill Dwy/Avalon North Andover Site Code : 10320002 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :8 High St Out In Total ® 2 2 0 0 Right Thru Left Peak Hour Data o~ �� ��v o North o C N O o'c Peak Hour Begins at 02:30 PM �2 p z < o N s Trucks >O� o �0 F" Left Thru Ri ht 0 3 0 0 3 Out In Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 02:00 PM 03:45 PM 02:30 PM 02:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 1 0 1 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 2 2 0 0 0 0 0 0 0 0 1 0 1 2 +45 mins. 0 0 0 0 1 0 0 1 0 2 0 2 0 0 0 0 Total Volume 0 0 2 2 1 0 0 1 0 3 0 3 1 0 1 2 %App.Total 0 0 100 100 0 0 0 100 0 50 0 50 PHF .000 .000 .250 .250 .250 .000 .000 .250 .000 .375 .000 .375 .250 .000 .250 .250 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320002 E/W Street: East Mill Dwy/Avalon North Andover Site Code : 10320002 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :9 High St In-Peak Hour:02:00 PM 2 2 CFol Right Thru Left Peak Hour Data a � >o �� vm 'a N North s N CON O Jc L = O ` O= o zY o moo Cm wm ¢a F" Left Thru Ri ht 0 3 0 3 In-Peak Hour:02:30 PM Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320002 E/W Street: East Mill Dwy/Avalon North Andover Site Code : 10320002 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 10 Group s Printed-Bikes Peds High St East Mill Driveway High St Avalon North Andover From North From East From South From West Start Time Left Thru Right Peds Left Thru Ri ht Peds Left Thru Right Peds Left Thru Right Peds Exclu.Total Inclu.Total Int.Total 02:00 PM 0 0 0 1 0 0 0 1 0 0 0 4 0 0 0 6 12 0 12 02:15PM 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 5 13 0 13 02:30 PM 0 0 0 0 0 0 0 2 0 1 0 6 0 0 0 0 8 1 9 02:45 PM 1 0 0 1 0 0 1 0 0 0 0 4 0 0 0 5 10 2 12 Total 1 0 0 2 0 0 1 3 0 1 0 22 0 0 0 16 43 3 46 03:00 PM 0 0 1 0 0 0 0 0 0 0 0 6 0 0 0 6 12 1 13 03:15 PM 0 0 0 0 0 0 0 1 0 0 0 7 0 0 0 4 12 0 12 03:30 PM 0 0 0 0 0 0 0 1 0 0 0 1 1 0 0 1 3 1 4 03:45 PM 0 0 0 0 0 0 0 1 0 0 0 3 0 0 0 2 6 0 6 Total 0 0 1 0 0 0 0 3 0 0 0 17 1 0 0 13 33 2 35 04:00 PM 0 0 0 1 0 0 0 0 0 0 0 2 0 0 0 7 10 0 10 04:15PM 0 0 0 0 0 0 0 4 0 0 0 6 0 0 0 5 15 0 15 04:30 PM 0 0 0 0 0 0 0 5 0 0 0 6 0 0 0 9 20 0 20 04:45 PM 0 0 0 0 0 0 0 1 0 0 0 2 0 0 0 4 7 0 7 Total 0 0 0 1 0 0 0 10 0 0 0 16 0 0 0 25 52 0 52 05:00 PM 0 0 0 0 0 0 0 4 0 0 0 2 0 0 0 8 14 0 14 05:15 PM 3 0 0 0 0 0 3 1 0 0 0 4 0 0 0 7 12 6 18 05:30 PM 0 0 0 2 0 0 0 5 0 0 0 3 0 0 0 9 19 0 19 05:45 PM 0 1 0 4 0 0 0 5 0 0 0 6 0 0 0 4 19 1 20 Total 3 1 0 6 0 0 3 15 0 0 0 15 0 0 0 28 64 7 71 Grand Total 4 1 1 9 0 0 4 31 0 1 0 70 1 0 0 82 192 12 204 Apprch% 66.7 16.7 16.7 0 0 100 0 100 0 100 0 0 Total% 33.3 8.3 8.3 0 0 33.3 0 8.3 0 8.3 0 0 94.1 5.9 High St East Mill Driveway High St Avalon North Andover From North From East From South From West LS:t:a:r:t::T::,:m:::e: Left Thru L Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 3 0 0 3 0 0 3 3 0 0 0 0 0 0 0 0 6 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total Volume 3 1 0 4 0 0 3 3 0 0 0 0 0 0 0 0 7 %App.Total 75 25 0 0 0 100 0 0 0 0 0 0 PHF .250 .250 .000 .333 .000 .000 .250 .250 .000 .000 .000 .000 .000 .000 .000 .000 .292 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320002 E/W Street: East Mill Dwy/Avalon North Andover Site Code : 10320002 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 11 High St Out In Total 03 4 07 O 1 3 Right Thru Left Peak Hour Data 0 0 �0 v North �w c o o o'c �� Peak Hour Begins at 05:00 PM �2 p z w a. m 0 0 o r Bikes Peds >O� o �0 F" Left Thru Ri ht 0 0 0 0 0 0 Out In Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 04:30 PM 02:00 PM 02:45 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 3 0 0 3 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 1 0 1 0 0 3 3 0 0 0 0 1 0 0 1 Total Volume 3 1 0 4 0 0 3 3 0 1 0 1 1 0 0 1 %App.Total 75 25 0 0 0 100 0 100 0 100 0 0 PHF .250 .250 .000 .333 .000 .000 .250 .250 .000 .250 .000 .250 .250 .000 .000 .250 Accurate Counts 978-664-2565 N/S Street : High Street File Name : 10320002 E/W Street: East Mill Dwy/Avalon North Andover Site Code : 10320002 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 12 High St In-Peak Hour:05:00 PM 4 0 1F 3 Right Thru Left Peak Hour Data a � > m 'a N North s N c O c Q O ` _ r o L� Bikes Peds Z C ~ G p W p< c O A D Q� p Z F" Left Thru Ri ht 0 1 0 1 In-Peak Hour:02:00 PM Accurate Counts 978-664-2565 N/S Street :Chickering Road File Name : 10320003 E/W Street: Prescott Street Site Code : 10320003 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 1 Groups Printed-Cars-Trucks Chickering Rd Prescott St Chickering Rd Prescott St From North From East From South From West L::::::S:::t:a::r:t Time Leftj Thru Ri ht Left Thru Right Left Thru Ri ht LeftT Thru Right Int.Total 07:00 AM 0 111 2 0 5 0 7 50 6 1 23 9 214 07:15 AM 0 118 5 4 3 1 23 56 22 5 33 9 279 07:30 AM 1 103 8 4 6 0 22 74 16 6 28 9 277 07:45 AM 0 120 4 1 5 0 3 85 4 4 12 10 248 Total 1 452 19 9 19 1 55 265 48 16 96 37 1018 08:00 AM 1 117 6 2 3 0 7 48 2 4 6 9 205 08:15 AM 0 93 8 0 1 0 8 66 6 6 2 10 200 08:30 AM 0 107 2 2 5 1 8 65 5 6 7 12 220 08:45 AM 1 94 7 3 5 2 4 88 2 4 7 6 223 Total 2 411 23 7 14 3 27 267 15 20 22 37 848 Grand Total 3 863 42 16 33 4 82 532 63 36 118 74 1866 Apprch% 0.3 95 4.6 30.2 62.3 7.5 12.1 78.6 9.3 15.8 51.8 32.5 Total% 0.2 46.2 2.3 0.9 1.8 0.2 4.4 28.5 3.4 1.9 6.3 4 Cars 2 836 42 14 33 4 81 496 60 35 116 74 1793 %Cars 66.7 96.9 100 87.5 100 100 98.8 93.2 95.2 97.2 98.3 100 96.1 Trucks 1 27 0 2 0 0 1 36 3 1 2 0 73 %Trucks 33.3 3.1 0 12.5 0 0 1.2 6.8 4.8 2.8 1.7 0 3.9 Chickering Rd Prescott St Chickering Rd Prescott St From North From East From South From West LS:t:a:r:t::Tim::e: Left Thru L Right App.Total Left Thru Ri ht App.Total Left Thru Right FAPP.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 111 2 113 0 5 0 5 7 50 6 63 1 23 9 33 214 07:15 AM 0 118 5 123 4 3 1 8 23 56 22 101 5 33 9 47 279 07:30 AM 1 103 8 112 4 6 0 10 22 74 16 112 6 28 9 43 277 07:45 AM 0 120 4 124 1 5 0 6 3 85 4 92 4 12 10 26 248 Total Volume 1 452 19 472 9 19 1 29 55 265 48 368 16 96 37 149 1018 %App.Total 0.2 95.8 4 31 65.5 3.4 14.9 72 13 10.7 64.4 24.8 PHF .250 .942 .594 .952 .563 .792 .250 .725 .598 .779 .545 .821 .667 .727 .925 .793 .912 Cars 1 437 19 457 9 19 1 29 54 244 46 344 15 94 37 146 976 %Cars 100 96.7 100 96.8 100 100 100 100 98.2 92.1 95.8 93.5 93.8 97.9 100 98.0 95.9 Trucks 0 15 0 15 0 0 0 0 1 21 2 24 1 2 0 3 42 %Trucks 0 3.3 0 3.2 0 0 0 0 1.8 7.9 4.2 6.5 6.3 2.1 0 2.0 4.1 Accurate Counts 978-664-2565 N/S Street :Chickering Road File Name : 10320003 E/W Street: Prescott Street Site Code : 10320003 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :2 Chickering Rd Out In Total q 71737 754 1 0 1 Right Thru Left Peak Hour Data �0�N T oN N O North s w A w M d N Peak Hour Begins at 07:00 AM _N OO.S W W ~ Cars mom mom d N M M O M r Trucks rn rn m � �m F+ Left Thru Ri ht 54 244 46 1 21 2 55 265 48 498 368 866 Out In Total _nno Rd Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 118 5 123 0 5 0 5 7 50 6 63 1 23 9 33 +15 mins. 1 103 8 112 4 3 1 8 23 56 22 101 5 33 9 47 +30 mins. 0 120 4 124 4 6 0 10 22 74 16 112 6 28 9 43 +45 mins. 1 117 6 124 1 5 0 6 3 85 4 92 4 12 10 26 Total Volume 2 458 23 483 9 19 1 29 55 265 48 368 16 96 37 149 %App.Total 0.4 94.8 4.8 31 65.5 3.4 14.9 72 13 10.7 64.4 24.8 PHF .500 .954 .719 .974 .563 .792 .250 .725 .598 .779 .545 .821 .667 .727 .925 .793 Cars 1 444 23 468 9 19 1 29 54 244 46 344 15 94 37 146 %Cars 50 96.9 100 96.9 100 100 100 100 98.2 92.1 95.8 93.5 93.8 97.9 100 98 Trucks 1 14 0 15 0 0 0 0 1 21 2 24 1 2 0 3 %Trucks 50 3.1 0 3.1 0 0 0 0 1.8 7.9 4.2 6.5 6.2 2.1 0 2 Accurate Counts 978-664-2565 N/S Street :Chickering Road File Name : 10320003 E/W Street: Prescott Street Site Code : 10320003 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :3 Chickering Rd In-Peak Hour:07:15 AM 468 15 483 23 444 1 0 14 1 23 458 2 Right Thru Left Peak Hour Data o T North s m =o oMrn rn rn Cars o =d' d' d'N CO 20 N= Trucks �� N N; o � cooco coocoo Y dM M s m o cooco > F+ Left Thru Ri ht 54 244 46 1 21 2 55 265 48 344 24 368 In-Peak Hour:07:00 AM Accurate Counts 978-664-2565 N/S Street :Chickering Road File Name : 10320003 E/W Street: Prescott Street Site Code : 10320003 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :4 Groups Printed-Cars Chickering Rd Prescott St Chickering Rd Prescott St From North From East From South From West [;;;Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 07:00 AM 0 106 2 0 5 0 6 41 6 1 22 9 198 07:15 AM 0 117 5 4 3 1 23 52 20 4 32 9 270 07:30 AM 1 99 8 4 6 0 22 69 16 6 28 9 268 07:45 AM 0 115 4 1 5 0 3 82 4 4 12 10 240 Total 1 437 19 9 19 1 54 244 46 15 94 37 976 08:00 AM 0 113 6 1 3 0 7 46 2 4 6 9 197 08:15 AM 0 90 8 0 1 0 8 61 6 6 2 10 192 08:30 AM 0 105 2 1 5 1 8 61 5 6 7 12 213 08:45 AM 1 91 7 3 5 2 4 84 1 4 7 6 215 Total 1 399 23 5 14 3 27 252 14 20 22 37 817 Grand Total 2 836 42 14 33 4 81 496 60 35 116 74 1793 Apprch% 0.2 95 4.8 27.5 64.7 7.8 12.7 77.9 9.4 15.6 51.6 32.9 Total% 0.1 46.6 2.3 0.8 1.8 0.2 4.5 27.7 3.3 2 6.5 4.1 Chickering Rd Prescott St Chickering Rd Prescott St From North From East From South From West L:S�tartT,me Left Thru L Right App.Total Left Thru Ri ht App.Total Left Thru Ri ht App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 106 2 108 0 5 0 5 6 41 6 53 1 22 9 32 198 07:15 AM 0 117 5 122 4 3 1 8 23 52 20 95 4 32 9 45 270 07:30 AM 1 99 8 108 4 6 0 10 22 69 16 107 6 28 9 43 268 07:45 AM 0 115 4 119 1 5 0 6 3 82 4 89 4 12 10 26 240 Total Volume 1 437 19 457 9 19 1 29 54 244 46 344 15 94 37 146 976 %App.Total 0.2 95.6 4.2 31 65.5 3.4 15.7 70.9 13.4 10.3 64.4 25.3 PHF .250 .934 .594 .936 .563 .792 .250 .725 .587 .744 .575 .804 .625 .734 .925 .811 .904 Accurate Counts 978-664-2565 N/S Street :Chickering Road File Name : 10320003 E/W Street: Prescott Street Site Code : 10320003 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :5 Chickering Rd Out In Total 260 457 717 19 437 1 Right Thru Left Peak Hour Data -FU00 oN �O Q) North s v w v v m N c '� Peak Hour Begins at 07:00 AM 4-- o a� � a N M=off Cars 0 i o �0 0 F" Left Thru Ri ht 54 244 46 483 344 827 Out In Total _nno Rd Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:00 AM 07:15 AM 07:00 AM +0 mins. 0 117 5 122 0 5 0 5 23 52 20 95 1 22 9 32 +15 mins. 1 99 8 108 4 3 1 8 22 69 16 107 4 32 9 45 +30 mins. 0 115 4 119 4 6 0 10 3 82 4 89 6 28 9 43 +45 mins. 0 113 6 119 1 5 0 6 7 46 2 55 4 12 10 26 Total Volume 1 444 23 468 9 19 1 29 55 249 42 346 15 94 37 146 %App.Total 0.2 94.9 4.9 31 65.5 3.4 15.9 72 12.1 10.3 64.4 25.3 PHF .250 .949 .719 .959 .563 .792 .250 .725 .598 .759 .525 .808 .625 .734 .925 .811 Accurate Counts 978-664-2565 N/S Street :Chickering Road File Name : 10320003 E/W Street: Prescott Street Site Code : 10320003 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :6 Chickering Rd In-Peak Hour:07:15 AM 468 23 444 1 Right Thru Left Peak Hour Data Q North s OF,-,] o ° ° Cars �s o Y c _ > F" Left Thru Ri ht 55 249 42 346 In-Peak Hour:07:15 AM Accurate Counts 978-664-2565 N/S Street :Chickering Road File Name : 10320003 E/W Street: Prescott Street Site Code : 10320003 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :7 Groups Printed-Trucks Chickering Rd Prescott St Chickering Rd Prescott St From North From East From South From West [;;;Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 07:00 AM 0 5 0 0 0 0 1 9 0 0 1 0 16 07:15 AM 0 1 0 0 0 0 0 4 2 1 1 0 9 07:30 AM 0 4 0 0 0 0 0 5 0 0 0 0 9 07:45 AM 0 5 0 0 0 0 0 3 0 0 0 0 8 Total 0 15 0 0 0 0 1 21 2 1 2 0 42 08:00 AM 1 4 0 1 0 0 0 2 0 0 0 0 8 08:15 AM 0 3 0 0 0 0 0 5 0 0 0 0 8 08:30 AM 0 2 0 1 0 0 0 4 0 0 0 0 7 08:45 AM 0 3 0 0 0 0 0 4 1 0 0 0 8 Total 1 12 0 2 0 0 0 15 1 0 0 0 31 Grand Total 1 27 0 2 0 0 1 36 3 1 2 0 73 Apprch% 3.6 96.4 0 100 0 0 2.5 90 7.5 33.3 66.7 0 Total% 1.4 37 0 2.7 0 0 1.4 49.3 4.1 1.4 2.7 0 Chickering Rd Prescott St Chickering Rd Prescott St From North From East From South From West L:S�tartT,me Left Thru L Right App.Total Left Thru Ri ht App.Total Left Thru Ri ht App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 5 0 5 0 0 0 0 1 9 0 10 0 1 0 1 16 07:15 AM 0 1 0 1 0 0 0 0 0 4 2 6 1 1 0 2 9 07:30 AM 0 4 0 4 0 0 0 0 0 5 0 5 0 0 0 0 9 07:45 AM 0 5 0 5 0 0 0 0 0 3 0 3 0 0 0 0 8 Total Volume 0 15 0 15 0 0 0 0 1 21 2 24 1 2 0 3 42 %App.Total 0 100 0 0 0 0 4.2 87.5 8.3 33.3 66.7 0 PHF .000 .750 .000 .750 .000 .000 .000 .000 .250 .583 .250 .600 .250 .500 .000 .375 .656 Accurate Counts 978-664-2565 N/S Street :Chickering Road File Name : 10320003 E/W Street: Prescott Street Site Code : 10320003 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :8 Chickering Rd Out In Total 22 15 37 0 15 0 Right Thru Left Peak Hour Data O North s N Peak Hour Begins a o= Trucks Oo Z F" Left Thru Ri ht 1 21 2 15 24 39 Out In Total Rd Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:45 AM 07:00 AM 07:00 AM +0 mins. 0 4 0 4 0 0 0 0 1 9 0 10 0 1 0 1 +15 mins. 0 5 0 5 1 0 0 1 0 4 2 6 1 1 0 2 +30 mins. 1 4 0 5 0 0 0 0 0 5 0 5 0 0 0 0 +45 mins. 0 3 0 3 1 0 0 1 0 3 0 3 0 0 0 0 Total Volume 1 16 0 17 2 0 0 2 1 21 2 24 1 2 0 3 %App.Total 5.9 94.1 0 100 0 0 4.2 87.5 8.3 33.3 66.7 0 PHF .250 .800 .000 .850 .500 .000 .000 .500 .250 .583 .250 .600 .250 .500 .000 .375 Accurate Counts 978-664-2565 N/S Street :Chickering Road File Name : 10320003 E/W Street: Prescott Street Site Code : 10320003 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :9 Chickering Rd In-Peak Hour:07:30 AM 17 0 16 F 1 Right Thru Left Peak Hour Data Q North s m O O M Jc� N ` 0 Y __4 Trucks 4 �0 0 O N d s r p C N F" Left Thru Ri ht 1 21 2 24 In-Peak Hour:07:00 AM Accurate Counts 978-664-2565 N/S Street :Chickering Road File Name : 10320003 E/W Street: Prescott Street Site Code : 10320003 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 10 Groups Printed-Bikes Peds Chickering Rd Prescott St Chickering Rd Prescott St From North From East From South From West Start Time Left Thru Right Peds Left Thru Ri ht Peds Left Thru Right Peds Left Thru Right Peds Exclu.Total nclu.Total Int.Total 07:00 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 1 07:15 AM 0 0 0 1 0 0 0 0 0 0 0 2 0 0 0 0 3 0 3 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 1 3 0 3 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 1 0 0 0 1 0 0 0 6 0 0 0 1 9 0 9 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 3 0 0 0 0 3 0 3 08:45 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 0 0 0 0 5 0 0 0 0 5 0 5 Grand Total 0 0 0 1 0 0 0 1 0 0 0 11 0 0 0 1 14 0 14 Apprch% 0 0 0 0 0 0 0 0 0 0 0 0 Total% 100 0 Chickering Rd Prescott St Chickering Rd Prescott St From North From East From South From West L:S�tartT,me Left Thru LRiqht App.Total Left Thru Ri ht App.Total Left Thru Right FAPP.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 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 07:30 AM 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 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 :Chickering Road File Name : 10320003 E/W Street: Prescott Street Site Code : 10320003 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 11 Chickering Rd Out In Total Fo 0 0 O 0 0 Right Thru Left Peak Hour Data O North s w o o � Peak Hour Begins a o= Bikes Peds Oo Z F" Left Thru Ri ht 0 0 0 0 0 0 Out In Total _nno Rd Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 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 :Chickering Road File Name : 10320003 E/W Street: Prescott Street Site Code : 10320003 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 12 Chickering Rd In-Peak Hour:07:00 AM 0 0 0 F 0 Right Thru Left Peak Hour Data Q North s m `o oN Y �� Bikes Peds 2 �0 0 0 0" d s r o _ m o c o > F" Left Thru Ri ht 0 0 0 0 In-Peak Hour:07:00 AM Accurate Counts 978-664-2565 N/S Street :Chickering Road File Name : 10320003 E/W Street: Prescott Street Site Code : 10320003 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 1 Groups Printed-Cars-Trucks Chickering Rd Prescott St Chickering Rd Prescott St From North From East From South From West L::::::S:::t:a::r:t Time Leftj Thru Ri ht Left Thru Right Left Thru Ri ht LeftT Thru Right Int.Total 02:00 PM 2 90 4 3 5 2 7 88 11 7 9 8 236 02:15 PM 0 70 3 4 4 0 32 113 33 8 10 7 284 02:30 PM 2 71 2 5 11 2 27 164 13 9 13 10 329 02:45 PM 1 89 8 4 5 1 11 128 3 7 6 8 271 Total 5 320 17 16 25 5 77 493 60 31 38 33 1120 03:00 PM 0 85 3 3 5 1 16 137 7 13 11 9 290 03:15 PM 2 87 1 6 9 0 15 136 4 13 5 10 288 03:30 PM 0 97 2 2 6 1 7 152 3 16 13 6 305 03:45 PM 1 76 6 3 6 0 4 137 8 10 2 6 259 Total 3 345 12 14 26 2 42 562 22 52 31 31 1142 04:00 PM 0 95 6 2 6 2 12 147 13 9 10 7 309 04:15 PM 1 87 7 3 3 0 17 157 11 10 13 10 319 04:30 PM 0 84 5 4 4 1 16 158 18 9 8 10 317 04:45 PM 1 94 3 1 3 1 16 124 11 10 9 7 280 Total 2 360 21 10 16 4 61 586 53 38 40 34 1225 05:00 PM 0 97 8 3 7 2 14 159 6 17 10 7 330 05:15 PM 1 96 4 3 6 0 12 150 8 16 9 13 318 05:30 PM 1 75 10 7 6 0 8 127 16 8 5 5 268 05:45 PM 1 107 7 4 7 3 9 147 12 13 8 7 325 Total 3 375 29 17 26 5 43 583 42 54 32 32 1241 Grand Total 13 1400 79 57 93 16 223 2224 177 175 141 130 4728 Apprch% 0.9 93.8 5.3 34.3 56 9.6 8.5 84.8 6.7 39.2 31.6 29.1 Total% 0.3 29.6 1.7 1.2 2 0.3 4.7 47 3.7 3.7 3 2.7 Cars 12 1372 77 56 91 15 222 2167 176 174 140 128 4630 %Cars 92.3 98 97.5 98.2 97.8 93.8 99.6 97.4 99.4 99.4 99.3 98.5 97.9 Trucks 1 28 2 1 2 1 1 57 1 1 1 2 98 %Trucks 7.7 2 2.5 1.8 2.2 6.2 0.4 2.6 0.6 0.6 0.7 1.5 2.1 Chickering Rd Prescott St Chickering Rd Prescott St From North From East From South From West LS:t:a:r:t::Tim::e: Left Thru L Right App.Total Left Thru Right App.Total Left Thru Ri ht App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 1 87 7 95 3 3 0 6 17 157 11 185 10 13 10 33 319 04:30 PM 0 84 5 89 4 4 1 9 16 158 18 192 9 8 10 27 317 04:45 PM 1 94 3 98 1 3 1 5 16 124 11 151 10 9 7 26 280 05:00 PM 0 97 8 105 3 7 2 12 14 159 6 179 17 10 7 34 330 Total Volume 2 362 23 387 11 17 4 32 63 598 46 707 46 40 34 120 1246 %App.Total 0.5 93.5 5.9 34.4 53.1 12.5 8.9 84.6 6.5 38.3 33.3 28.3 PHF .500 .933 .719 .921 .688 .607 .500 .667 .926 .940 .639 .921 .676 .769 .850 .882 .944 Cars 2 351 23 376 11 17 4 32 63 587 46 696 46 40 34 120 1224 %Cars 100 97.0 100 97.2 100 100 100 100 100 98.2 100 98.4 100 100 100 100 98.2 Trucks 0 11 0 11 0 0 0 0 0 11 0 11 0 0 0 0 22 %Trucks 0 3.0 0 2.8 0 0 0 0 0 1.8 0 1.6 0 0 0 0 1.8 Accurate Counts 978-664-2565 N/S Street :Chickering Road File Name : 10320003 E/W Street: Prescott Street Site Code : 10320003 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :2 Chickering Rd Out In Total q 1 113222 0 2 Right Thru Left Peak Hour Data N O N O N N r O ~ vov � ODw� Q North s ODo°J wA O P c o 0 0 0 o O = Peak Hour Begins at 04:15 PM _N 4 ~ Cars a Trucks M O M M O M r r Oo 4�i - F+ Left Thru Ri ht 63 587 46 0 11 0 63 598 46 407 707 11024 Out In Total _nno Rd Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 02:30 PM 04:15 PM 04:30 PM +0 mins. 0 97 8 105 5 11 2 18 17 157 11 185 9 8 10 27 +15 mins. 1 96 4 101 4 5 1 10 16 158 18 192 10 9 7 26 +30 mins. 1 75 10 86 3 5 1 9 16 124 11 151 17 10 7 34 +45 mins. 1 107 7 115 6 9 0 15 14 159 6 179 16 9 13 38 Total Volume 3 375 29 407 18 30 4 52 63 598 46 707 52 36 37 125 %App.Total 0.7 92.1 7.1 34.6 57.7 7.7 8.9 84.6 6.5 41.6 28.8 29.6 PHF .750 .876 .725 .885 .750 .682 .500 .722 .926 .940 .639 .921 .765 .900 .712 .822 Cars 3 369 29 401 17 29 4 50 63 587 46 696 52 36 36 124 %Cars 100 98.4 100 98.5 94.4 96.7 100 96.2 100 98.2 100 98.4 100 100 97.3 99.2 Trucks 0 6 0 6 1 1 0 2 0 11 0 11 0 0 1 1 %Trucks 0 1.6 0 1.5 5.6 3.3 0 3.8 0 1.8 0 1.6 0 0 2.7 0.8 Accurate Counts 978-664-2565 N/S Street :Chickering Road File Name : 10320003 E/W Street: Prescott Street Site Code : 10320003 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :3 Chickering Rd In-Peak Hour:05:00 PM 401 6 407 29 369 3 0 6 0 29 375 3 Right Thru Left Peak Hour Data a North s �5p�—� = =N N M O M ` Cars O=N N= Trucks Y d � O_� N... d M M s r W F+ Left Thru Ri ht 63 587 46 0 11 0 63 598 46 696 11 707 In-Peak Hour:04:15 PM Accurate Counts 978-664-2565 N/S Street :Chickering Road File Name : 10320003 E/W Street: Prescott Street Site Code : 10320003 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :4 Groups Printed-Cars Chickering Rd Prescott St Chickering Rd Prescott St From North From East From South From West [;;;Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 02:00 PM 2 87 4 3 5 2 7 84 11 7 9 7 228 02:15 PM 0 68 3 4 4 0 32 109 33 8 10 7 278 02:30 PM 1 69 2 5 10 2 26 160 13 9 13 10 320 02:45 PM 1 85 8 4 5 1 11 122 3 7 6 8 261 Total 4 309 17 16 24 5 76 475 60 31 38 32 1087 03:00 PM 0 84 3 2 5 1 16 130 7 12 10 9 279 03:15 PM 2 86 1 6 9 0 15 134 4 13 5 10 285 03:30 PM 0 96 1 2 6 1 7 148 3 16 13 6 299 03:45 PM 1 75 5 3 6 0 4 132 8 10 2 6 252 Total 3 341 10 13 26 2 42 544 22 51 30 31 1115 04:00 PM 0 94 6 2 5 2 12 143 13 9 10 7 303 04:15 PM 1 87 7 3 3 0 17 151 11 10 13 10 313 04:30 PM 0 81 5 4 4 1 16 156 18 9 8 10 312 04:45 PM 1 91 3 1 3 1 16 123 11 10 9 7 276 Total 2 353 21 10 15 4 61 573 53 38 40 34 1204 05:00 PM 0 92 8 3 7 2 14 157 6 17 10 7 323 05:15 PM 1 96 4 3 6 0 12 150 8 16 9 12 317 05:30 PM 1 74 10 7 6 0 8 124 15 8 5 5 263 05:45 PM 1 107 7 4 7 2 9 144 12 13 8 7 321 Total 3 369 29 17 26 4 43 575 41 54 32 31 1224 Grand Total 12 1372 77 56 91 15 222 2167 176 174 140 128 4630 Apprch% 0.8 93.9 5.3 34.6 56.2 9.3 8.7 84.5 6.9 39.4 31.7 29 Total% 0.3 29.6 1.7 1.2 2 0.3 4.8 46.8 3.8 3.8 3 2.8 Chickering Rd Prescott St Chickering Rd Prescott St From North From East From South From West L:S�tartT,me Left Thru L Right App.Total Left Thru Right App.Total Left Thru Ri ht App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 81 5 86 4 4 1 9 16 156 18 190 9 8 10 27 312 04:45 PM 1 91 3 95 1 3 1 5 16 123 11 150 10 9 7 26 276 05:00 PM 0 92 8 100 3 7 2 12 14 157 6 177 17 10 7 34 323 05:15 PM 1 96 4 101 3 6 0 9 12 150 8 170 16 9 12 37 317 Total Volume 2 360 20 382 11 20 4 35 58 586 43 687 52 36 36 124 1228 %App.Total 0.5 94.2 5.2 31.4 57.1 11.4 8.4 85.3 6.3 41.9 29 29 PHF .500 .938 .625 .946 .688 .714 .500 .729 .906 .933 .597 .904 .765 .900 .750 .838 .950 Accurate Counts 978-664-2565 N/S Street :Chickering Road File Name : 10320003 E/W Street: Prescott Street Site Code : 10320003 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :5 Chickering Rd Out In Total 642 382 1024 20 360 2 Right Thru Left Peak Hour Data �N N North —°s � N Peak Hour Begins at 04:30 PM 4 �No w o a - M=off Cars p i rn F" Left Thru Ri ht 58 586 43 407 687 F 1-094-1 Out In Total _nno Rd Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 02:30 PM 04:15 PM 04:30 PM +0 mins. 0 92 8 100 5 10 2 17 17 151 11 179 9 8 10 27 +15 mins. 1 96 4 101 4 5 1 10 16 156 18 190 10 9 7 26 +30 mins. 1 74 10 85 2 5 1 8 16 123 11 150 17 10 7 34 +45 mins. 1 107 7 115 6 9 0 15 14 157 6 177 16 9 12 37 Total Volume 3 369 29 401 17 29 4 50 63 587 46 696 52 36 36 124 %App.Total 0.7 92 7.2 34 58 8 9.1 84.3 6.6 41.9 29 29 PHF .750 .862 .725 .872 .708 .725 .500 .735 .926 .935 .639 .916 .765 .900 .750 .838 Accurate Counts 978-664-2565 N/S Street :Chickering Road File Name : 10320003 E/W Street: Prescott Street Site Code : 10320003 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :6 Chickering Rd In-Peak Hour:05:00 PM 401 29 369 3 Right Thru Left Peak Hour Data a o d � North s (D �5� (noO 2 � N N= �� CafS ��N O d M L r W F" Left Thru Ri ht 63 587 46 696 In-Peak Hour:04:15 PM Accurate Counts 978-664-2565 N/S Street :Chickering Road File Name : 10320003 E/W Street: Prescott Street Site Code : 10320003 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :7 Groups Printed-Trucks Chickering Rd Prescott St Chickering Rd Prescott St From North From East From South From West [;;;Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int.Total 02:00 PM 0 3 0 0 0 0 0 4 0 0 0 1 8 02:15PM 0 2 0 0 0 0 0 4 0 0 0 0 6 02:30 PM 1 2 0 0 1 0 1 4 0 0 0 0 9 02:45 PM 0 4 0 0 0 0 0 6 0 0 0 0 10 Total 1 11 0 0 1 0 1 18 0 0 0 1 33 03:00 PM 0 1 0 1 0 0 0 7 0 1 1 0 11 03:15 PM 0 1 0 0 0 0 0 2 0 0 0 0 3 03:30 PM 0 1 1 0 0 0 0 4 0 0 0 0 6 03:45 PM 0 1 1 0 0 0 0 5 0 0 0 0 7 Total 0 4 2 1 0 0 0 18 0 1 1 0 27 04:00 PM 0 1 0 0 1 0 0 4 0 0 0 0 6 04:15PM 0 0 0 0 0 0 0 6 0 0 0 0 6 04:30 PM 0 3 0 0 0 0 0 2 0 0 0 0 5 04:45 PM 0 3 0 0 0 0 0 1 0 0 0 0 4 Total 0 7 0 0 1 0 0 13 0 0 0 0 21 05:00 PM 0 5 0 0 0 0 0 2 0 0 0 0 7 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 1 05:30 PM 0 1 0 0 0 0 0 3 1 0 0 0 5 05:45 PM 0 0 0 0 0 1 0 3 0 0 0 0 4 Total 0 6 0 0 0 1 0 8 1 0 0 1 17 Grand Total 1 28 2 1 2 1 1 57 1 1 1 2 98 Apprch% 3.2 90.3 6.5 25 50 25 1.7 96.6 1.7 25 25 50 Total% 1 28.6 2 1 2 1 1 58.2 1 1 1 2 Chickering Rd Prescott St Chickering Rd Prescott St From North From East From South From West L:S�tartT,me Left Thru L Right App.Total Left Thru Right App.Total Left Thru Ri ht App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:15 PM 02:15PM 0 2 0 2 0 0 0 0 0 4 0 4 0 0 0 0 6 02:30 PM 1 2 0 3 0 1 0 1 1 4 0 5 0 0 0 0 9 02:45 PM 0 4 0 4 0 0 0 0 0 6 0 6 0 0 0 0 10 03:00 PM 0 1 0 1 1 0 0 1 0 7 0 7 1 1 0 2 11 Total Volume 1 9 0 10 1 1 0 2 1 21 0 22 1 1 0 2 36 %App.Total 10 90 0 50 50 0 4.5 95.5 0 50 50 0 PHF .250 .563 .000 .625 .250 .250 .000 .500 .250 .750 .000 .786 .250 .250 .000 .250 .818 Accurate Counts 978-664-2565 N/S Street :Chickering Road File Name : 10320003 E/W Street: Prescott Street Site Code : 10320003 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :8 Chickering Rd Out In Total 22 10 32 O 9 1 Right Thru Left Peak Hour Data O North s (D Peak Hour Begins Trucks � O F" Left Thru Ri ht 1 21 0 10 22 32 Out In Total _nno Rd Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 02:00 PM 02:15 PM 02:15 PM 02:15 PM +0 mins. 0 3 0 3 0 0 0 0 0 4 0 4 0 0 0 0 +15 mins. 0 2 0 2 0 1 0 1 1 4 0 5 0 0 0 0 +30 mins. 1 2 0 3 0 0 0 0 0 6 0 6 0 0 0 0 +45 mins. 0 4 0 4 1 0 0 1 0 7 0 7 1 1 0 2 Total Volume 1 11 0 12 1 1 0 2 1 21 0 22 1 1 0 2 %App.Total 8.3 91.7 0 50 50 0 4.5 95.5 0 50 50 0 PHF .250 .688 .000 .750 .250 .250 .000 .500 .250 .750 .000 .786 .250 .250 .000 .250 Accurate Counts 978-664-2565 N/S Street :Chickering Road File Name : 10320003 E/W Street: Prescott Street Site Code : 10320003 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :9 Chickering Rd In-Peak Hour:02:00 PM 12 0 11F 1 Right Thru Left Peak Hour Data a N J North s (D SON "'O Jc� ` p No Trucks o d s r F" Left Thru Ri ht 1 21 0 22 In-Peak Hour:02?PM Accurate Counts 978-664-2565 N/S Street :Chickering Road File Name : 10320003 E/W Street: Prescott Street Site Code : 10320003 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 10 Groups Printed-Bikes Peds Chickering Rd Prescott St Chickering Rd Prescott St From North From East From South From West Start Time Left Thru Right Peds Left Thru Ri ht Peds Left Thru Right Peds Left Thru Right Peds Exclu.Total nclu.Total Int.Total 02:00 PM 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 1 4 0 4 02:15PM 0 0 0 0 0 0 0 0 0 0 0 10 0 0 0 6 16 0 16 02:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 02:45 PM 0 0 0 0 0 1 0 0 0 0 0 2 0 1 0 0 2 2 4 Total 0 0 0 0 0 1 0 0 0 0 0 15 0 2 0 7 22 3 25 03:00 PM 0 0 0 0 0 0 0 0 0 0 3 6 0 0 0 0 6 3 9 03:15 PM 0 0 0 3 1 0 0 1 0 0 0 0 0 1 0 0 4 2 6 03:30 PM 0 0 0 3 0 0 0 3 0 0 0 5 0 0 0 0 11 0 11 03:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 1 Total 0 0 0 6 1 0 0 5 0 0 3 11 0 1 0 0 22 5 27 04:00 PM 0 0 0 1 0 0 0 0 0 0 0 8 0 0 0 1 10 0 10 04:15PM 0 0 0 0 0 0 0 0 0 1 0 13 0 0 0 0 13 1 14 04:30 PM 0 0 0 1 0 0 0 0 0 0 0 3 0 0 0 2 6 0 6 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3 0 3 Total 0 0 0 2 0 0 0 0 0 1 0 27 0 0 0 3 32 1 33 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 1 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3 0 3 05:30 PM 0 0 0 1 0 0 0 0 0 0 0 3 0 0 0 0 4 0 4 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 5 0 5 Total 0 0 0 1 0 0 0 0 0 0 0 12 0 0 0 0 13 0 13 Grand Total 0 0 0 9 1 1 0 5 0 1 3 65 0 3 0 10 89 9 98 Apprch% 0 0 0 50 50 0 0 25 75 0 100 0 Total% 0 0 0 11.1 11.1 0 0 11.1 33.3 0 33.3 0 90.8 9.2 Chickering Rd Prescott St Chickering Rd Prescott St From North From East From South From West L:S�tartT,me Left Thru L Right App.Total Left Thru Right App.Total Left Thru Right FAPP.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:30 PM 02:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 02:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 03:00 PM 0 0 0 0 0 0 0 0 0 0 3 3 0 0 0 0 3 03:15 PM 0 0 0 0 1 0 0 1 0 0 0 0 0 1 0 1 2 Total Volume 0 0 0 0 1 1 0 2 0 0 3 3 0 3 0 3 8 %App.Total 0 0 0 50 50 0 0 0 100 0 100 0 PHF .000 .000 .000 .000 .250 .250 .000 .500 .000 .000 .250 .250 .000 .750 .000 .750 .667 Accurate Counts 978-664-2565 N/S Street :Chickering Road File Name : 10320003 E/W Street: Prescott Street Site Code : 10320003 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 11 Chickering Rd Out In Total Fo 0 DO O 0 0 Right Thru Left Peak Hour Data O North s M Peak Hour Begins Bikes Peds � O w F" Left Thru Ri ht 0 0 3 0 3 Out In Total _nno Rd Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 02:00 PM 02:30 PM 02:15 PM 02:30 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 +15 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 1 0 0 1 0 0 3 3 0 1 0 1 Total Volume 0 0 0 0 1 1 0 2 0 0 3 3 0 3 0 3 %App.Total 0 0 0 50 50 0 0 0 100 0 100 0 PHF .000 .000 .000 .000 .250 .250 .000 .500 .000 .000 .250 .250 .000 .750 .000 .750 Accurate Counts 978-664-2565 N/S Street :Chickering Road File Name : 10320003 E/W Street: Prescott Street Site Code : 10320003 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 12 Chickering Rd In-Peak Hour:02:00 PM 0 0 0 F 0 Right Thru Left Peak Hour Data a o O N J North s (D EOM "'O Jc� M ` p N= �� Bikes Peds 2 o Y N d s r w F" Left Thru Ri ht 0 0 3 3 In-Peak Hour:02?PM Accurate Counts 978-664-2565 N/S Street :West Garage Dwy/47 High St File Name : 10320004 E/W Street: East Mill Drive Site Code : 10320004 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 1 Groups Printed-Cars-Trucks West Garage Dwy East Mill Dr 47 High St East Mill Dr From North From East From South From West Start Time Left Thru Ri ht Left Thru Right Left Thru Right Left Thru Right Int.Total 07:00 AM 0 0 1 0 4 0 0 0 0 2 11 0 18 07:15 AM 0 0 1 0 3 0 0 0 0 0 8 2 14 07:30 AM 0 0 2 0 6 0 2 0 0 4 7 1 22 07:45 AM 0 0 1 0 2 0 0 0 0 3 6 5 17 Total 0 0 5 0 15 0 2 0 0 9 32 8 71 08:00 AM 0 0 0 0 4 0 2 0 0 2 14 3 25 08:15 AM 0 0 2 0 2 0 1 0 0 13 14 2 34 08:30 AM 0 0 2 0 5 0 0 0 0 16 10 4 37 08:45 AM 0 0 1 0 0 0 2 0 1 16 12 5 37 Total 0 0 5 0 11 0 5 0 1 47 50 14 133 Grand Total 0 0 10 0 26 0 7 0 1 56 82 22 204 Apprch% 0 0 100 0 100 0 87.5 0 12.5 35 51.2 13.8 Total% 0 0 4.9 0 12.7 0 3.4 0 0.5 27.5 40.2 10.8 Cars 0 0 10 0 26 0 7 0 1 56 82 22 204 %Cars 0 0 100 0 100 0 100 0 100 100 100 100 100 Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 %Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 West Garage Dwy East Mill Dr 47 High St East Mill Dr From North From East From South From West LS:t:a:r:t::T::,:m:::e: Left Thru L Right App.Total Left Thru Right App.Total Left Thru Ri ht App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 07:00 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 4 0 4 2 0 0 2 2 14 3 19 25 08:15 AM 0 0 2 2 0 2 0 2 1 0 0 1 13 14 2 29 34 08:30 AM 0 0 2 2 0 5 0 5 0 0 0 0 16 10 4 30 37 08:45 AM 0 0 1 1 0 0 0 0 2 0 1 3 16 12 5 33 37 Total Volume 0 0 5 5 0 11 0 11 5 0 1 6 47 50 14 111 133 %App.Total 0 0 100 0 100 0 83.3 0 16.7 42.3 45 12.6 PHF .000 .000 .625 .625 .000 .550 .000 .550 .625 .000 .250 .500 .734 .893 .700 .841 .899 Cars 0 0 5 5 0 11 0 11 5 0 1 6 47 50 14 111 133 %Cars 0 0 100 100 0 100 0 100 100 0 100 100 100 100 100 100 100 Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %Trucks 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 :West Garage Dwy/47 High St File Name : 10320004 E/W Street: East Mill Drive Site Code : 10320004 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :2 West Garage Dwy Out In Total N 52 0520 0 0 Right Thru Left Peak Hour Data r-Or-_ s wo North s O --000 m o 0 0 Peak Hour Begins at 08:00 AM ~ Cars w v o v Trucks o �s r N N D 0000.. O O v F+ Left Thru Ri ht 5 0 1 0 0 0 5 0 1 [ 20 14 6 20 Out In Total 47 H10h St Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 08:00 AM 08:00 AM +0 mins. 0 0 1 1 0 4 0 4 2 0 0 2 2 14 3 19 +15 mins. 0 0 1 1 0 3 0 3 1 0 0 1 13 14 2 29 +30 mins. 0 0 2 2 0 6 0 6 0 0 0 0 16 10 4 30 +45 mins. 0 0 1 1 0 2 0 2 2 0 1 3 16 12 5 33 Total Volume 0 0 5 5 0 15 0 15 5 0 1 6 47 50 14 111 %App.Total 0 0 100 0 100 0 83.3 0 16.7 42.3 45 12.6 PHF .000 .000 .625 .625 .000 .625 .000 .625 .625 .000 .250 .500 .734 .893 .700 .841 Cars 0 0 5 5 0 15 0 15 5 0 1 6 47 50 14 111 %Cars 0 0 100 100 0 100 0 100 100 0 100 100 100 100 100 100 Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Accurate Counts 978-664-2565 N/S Street :West Garage Dwy/47 High St File Name : 10320004 E/W Street: East Mill Drive Site Code : 10320004 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :3 West Garage Dwy In-Peak Hour:07:00 AM 5 0 5 5 0 0 0 0 0 5 0 0 Right Thru Left Peak Hour Data Q North (D 0 o � 0)000 m o Cars o Trucks - 0 w � vov= r o� � o00 > F+ Left Thru Ri ht 5 0 1 0 0 0 5 0 1 116 In-Peak Hour:08:00 AM Accurate Counts 978-664-2565 N/S Street :West Garage Dwy/47 High St File Name : 10320004 E/W Street: East Mill Drive Site Code : 10320004 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :4 Groups Printed-Cars West Garage Dwy East Mill Dr 47 High St East Mill Dr From North From East From South From West Start Time Left Thru Ri ht Left Thru Right Left Thru Right Left Thru Right Int.Total 07:00 AM 0 0 1 0 4 0 0 0 0 2 11 0 18 07:15 AM 0 0 1 0 3 0 0 0 0 0 8 2 14 07:30 AM 0 0 2 0 6 0 2 0 0 4 7 1 22 07:45 AM 0 0 1 0 2 0 0 0 0 3 6 5 17 Total 0 0 5 0 15 0 2 0 0 9 32 8 71 08:00 AM 0 0 0 0 4 0 2 0 0 2 14 3 25 08:15 AM 0 0 2 0 2 0 1 0 0 13 14 2 34 08:30 AM 0 0 2 0 5 0 0 0 0 16 10 4 37 08:45 AM 0 0 1 0 0 0 2 0 1 16 12 5 37 Total 0 0 5 0 11 0 5 0 1 47 50 14 133 Grand Total 0 0 10 0 26 0 7 0 1 56 82 22 204 Apprch% 0 0 100 0 100 0 87.5 0 12.5 35 51.2 13.8 Total% 0 0 4.9 0 12.7 0 3.4 0 0.5 27.5 40.2 10.8 West Garage Dwy East Mill Dr 47 High St East Mill Dr From North From East From South From West LS:t:a:r:t::T::,:m:::e: Left Thru L Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 07:00 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 4 0 4 2 0 0 2 2 14 3 19 25 08:15 AM 0 0 2 2 0 2 0 2 1 0 0 1 13 14 2 29 34 08:30 AM 0 0 2 2 0 5 0 5 0 0 0 0 16 10 4 30 37 08:45 AM 0 0 1 1 0 0 0 0 2 0 1 3 16 12 5 33 37 Total Volume 0 0 5 5 0 11 0 11 5 0 1 6 47 50 14 111 133 %App.Total 0 0 100 0 100 0 83.3 0 16.7 42.3 45 12.6 PHF .000 .000 .625 .625 .000 .550 .000 .550 .625 .000 .250 .500 .734 .893 .700 .841 .899 Accurate Counts 978-664-2565 N/S Street :West Garage Dwy/47 High St File Name : 10320004 E/W Street: East Mill Drive Site Code : 10320004 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :5 West Garage Dwy Out In Total 47 5 52 5 0 0 Right Thru Left Peak Hour Data 6 M �� T DO � North s _ o Peak Hour Begins at 08:00 AM �2 N � � m w d = Cars � O� o N F" Left Thru Ri ht 5 0 1 14 6 20 Out In Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 08:00 AM 08:00 AM +0 mins. 0 0 1 1 0 4 0 4 2 0 0 2 2 14 3 19 +15 mins. 0 0 1 1 0 3 0 3 1 0 0 1 13 14 2 29 +30 mins. 0 0 2 2 0 6 0 6 0 0 0 0 16 10 4 30 +45 mins. 0 0 1 1 0 2 0 2 2 0 1 3 16 12 5 33 Total Volume 0 0 5 5 0 15 0 15 5 0 1 6 47 50 14 111 %App.Total 0 0 100 0 100 0 83.3 0 16.7 42.3 45 12.6 PHF .000 .000 .625 .625 .000 .625 .000 .625 .625 .000 .250 .500 .734 .893 .700 .841 Accurate Counts 978-664-2565 N/S Street :West Garage Dwy/47 High St File Name : 10320004 E/W Street: East Mill Drive Site Code : 10320004 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :6 West Garage Dwy In-Peak Hour:07:00 AM 5 5CFol Right Thru Left Peak Hour Data Q North s Do "o 'cm S2 _= w m d Cars �s J N y H G w w O (0 � d m o c _ o > F" Left Thru Ri ht 5 0 1 6 In-Peak Hour:08:00 AM Accurate Counts 978-664-2565 N/S Street :West Garage Dwy/47 High St File Name : 10320004 E/W Street: East Mill Drive Site Code : 10320004 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :7 Groups Printed-Trucks West Garage Dwy East Mill Dr 47 High St East Mill Dr From North From East From South From West Start Time Left Thru Ri ht Left Thru Right Left Thru Right Left Thru Right Int.Total 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 0 0 0 0 0 0 07:30 AM 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 Total 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 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 0 0 0 0 0 0 08:45 AM 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 Grand Total 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 West Garage Dwy East Mill Dr 47 High St East Mill Dr From North From East From South From West LS:t:a:r:t::T::,:m:::e: Left Thru L Right App.Total Left Thru Right App.Total Left Thru FRight FApp.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 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 07:30 AM 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 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 :West Garage Dwy/47 High St File Name : 10320004 E/W Street: East Mill Drive Site Code : 10320004 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :8 West Garage Dwy Out In Total Fo 0 0 O 0 0 Right Thru Left Peak Hour Data O North s _ o Peak Hour Begins 5 K - m p w o= Trucks Oo 0 F+ Left Thru Ri ht 0 0 0 0 0 0 Out In Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 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 :West Garage Dwy/47 High St File Name : 10320004 E/W Street: East Mill Drive Site Code : 10320004 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :9 West Garage Dwy In-Peak Hour:07:00 AM 0 0 0 F 0 Right Thru Left Peak Hour Data Q North s m 00 0 ,c m =0 Y _ Trucks �s �o d s r o _ m o c o > F" Left Thru Ri ht 0 0 0 0 In-Peak Hour:07:00 AM Accurate Counts 978-664-2565 N/S Street :West Garage Dwy/47 High St File Name : 10320004 E/W Street: East Mill Drive Site Code : 10320004 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 10 Group s Printed-Bikes Peds West Garage Dwy East Mill Dr 47 High St East Mill Dr From North From East From South From West Start Time Left Thru Right Peds Left Thru Ri ht Peds Left Thru Right Peds Left Thru Right Peds Exclu.Total Inclu.Total Int.Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 1 07:15 AM 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 2 4 1 5 07:30 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 2 0 2 07:45 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2 3 0 3 Total 0 0 1 1 0 0 0 3 0 0 0 2 0 0 0 4 10 1 11 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 4 0 4 08:15 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 3 5 0 5 08:30 AM 0 0 0 0 0 0 0 4 0 0 0 2 0 0 0 6 12 0 12 08:45 AM 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 9 0 9 Total 0 0 0 0 0 0 0 14 0 0 0 7 0 0 0 9 30 0 30 Grand Total 0 0 1 1 0 0 0 17 0 0 0 9 0 0 0 13 40 1 41 Apprch% 0 0 100 0 0 0 0 0 0 0 0 0 Total% 0 0 100 0 0 0 0 0 0 0 0 0 97.6 2.4 West Garage Dwy East Mill Dr 47 High St East Mill Dr From North From East From South From West LS:t:a:r:t::T::,:m:::e: Left Thru L Right App.Total Left Thru Right App.Total Left ThruT Right FApp.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 07:30 AM 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 Total Volume 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 %App.Total 0 0 100 0 0 0 0 0 0 0 0 0 PHF .000 .000 .250 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 Accurate Counts 978-664-2565 N/S Street :West Garage Dwy/47 High St File Name : 10320004 E/W Street: East Mill Drive Site Code : 10320004 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 11 West Garage Dwy Out In Total 0 1 0 1 0 0 Right Thru Left Peak Hour Data O North s _ o Peak Hour Begins 5 K - w Bikes Peds 0 i o 0 F+ Left Thru Ri ht 0 0 0 0 0 0 Out In Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 1 1 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 1 1 0 0 0 0 0 0 0 0 0 0 0 0 %App.Total 0 0 100 0 0 0 0 0 0 0 0 0 PHF .000 .000 .250 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street :West Garage Dwy/47 High St File Name : 10320004 E/W Street: East Mill Drive Site Code : 10320004 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 12 West Garage Dwy In-Peak Hour:07:00 AM 1 1 CF 0 Right Thru Left Peak Hour Data Q North s m 00 0 ,c m =0 Y� _� Bikes Peds �s �o d s r o _ m o c o > F" Left Thru Ri ht 0 0 0 0 In-Peak Hour:07:00 AM Accurate Counts 978-664-2565 N/S Street :West Garage Dwy/47 High St File Name : 10320004 E/W Street: East Mill Drive Site Code : 10320004 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 1 Groups Printed-Cars-Trucks West Garage Dwy East Mill Dr 47 High St East Mill Dr From North From East From South From West Start Time Left Thru Ri ht Left Thru Right Left Thru Right Left Thru Right Int.Total 02:00 PM 0 0 6 0 4 0 5 0 0 3 3 5 26 02:15PM 0 0 3 0 4 0 2 0 0 0 5 2 16 02:30 PM 0 0 5 0 3 0 2 0 0 1 3 4 18 02:45 PM 0 0 3 0 2 0 5 0 1 2 3 1 17 Total 0 0 17 0 13 0 14 0 1 6 14 12 77 03:00 PM 0 0 5 0 2 0 4 0 0 0 6 7 24 03:15 PM 1 1 2 0 4 0 4 0 0 0 5 3 20 03:30 PM 0 0 4 0 11 0 4 0 0 0 3 2 24 03:45 PM 0 0 1 0 6 0 6 0 0 1 2 4 20 Total 1 1 12 0 23 0 18 0 0 1 16 16 88 04:00 PM 0 0 4 0 14 0 3 0 0 0 4 1 26 04:15 PM 0 0 1 0 8 0 4 0 0 1 7 4 25 04:30 PM 0 0 8 0 16 0 4 0 0 1 1 3 33 04:45 PM 0 0 4 0 10 0 3 0 0 1 7 0 25 Total 0 0 17 0 48 0 14 0 0 3 19 8 109 05:00 PM 0 0 26 0 11 0 4 0 0 0 8 3 52 05:15 PM 0 0 9 0 13 0 3 0 0 0 5 3 33 05:30 PM 0 0 12 0 8 0 3 0 0 2 8 2 35 05:45 PM 0 0 6 0 9 0 2 0 0 0 5 0 22 Total 0 0 53 0 41 0 12 0 0 2 26 8 142 Grand Total 1 1 99 0 125 0 58 0 1 12 75 44 416 Apprch% 1 1 98 0 100 0 98.3 0 1.7 9.2 57.3 33.6 Total% 0.2 0.2 23.8 0 30 0 13.9 0 0.2 2.9 18 10.6 Cars 1 1 99 0 124 0 58 0 1 12 74 44 414 %Cars 100 100 100 0 99.2 0 100 0 100 100 98.7 100 99.5 Trucks 0 0 0 0 1 0 0 0 0 0 1 0 2 %Trucks 0 0 0 0 0.8 0 0 0 0 0 1.3 0 0.5 West Garage Dwy East Mill Dr 47 High St East Mill Dr From North From East From South From West LS:t:a:r:t::T::,:m:::e: Left Thru L Right App.Total Left Thru Right App.Total Left Thru Ri ht App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 4 4 0 10 0 10 3 0 0 3 1 7 0 8 25 05:00 PM 0 0 26 26 0 11 0 11 4 0 0 4 0 8 3 11 52 05:15 PM 0 0 9 9 0 13 0 13 3 0 0 3 0 5 3 8 33 05:30 PM 0 0 12 12 0 8 0 8 3 0 0 3 2 8 2 12 35 Total Volume 0 0 51 51 0 42 0 42 13 0 0 13 3 28 8 39 145 %App.Total 0 0 100 0 100 0 100 0 0 7.7 71.8 20.5 PHF .000 .000 .490 .490 .000 .808 .000 .808 .813 .000 .000 .813 .375 .875 .667 .813 .697 Cars 0 0 51 51 0 42 0 42 13 0 0 13 3 28 8 39 145 %Cars 0 0 100 100 0 100 0 100 100 0 0 100 100 100 100 100 100 Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %Trucks 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 :West Garage Dwy/47 High St File Name : 10320004 E/W Street: East Mill Drive Site Code : 10320004 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :2 West Garage Dwy Out In Total 51A543 51 51 0 0 0 0 0 51 0 0 Right Thru Left Peak Hour Data -Funon T ZJ N N O North s wFm— o w --000 m M O M o = Peak Hour Begins at 04:45 PM _N ~� Cars w mOm �0�= Trucks 0 o m 0 � �m 000— F+ Left Thru Ri ht 13 0 0 0 0 0 13 0 0 8 13 [4210 Out In Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 04:30 PM 02:45 PM 04:45 PM +0 mins. 0 0 26 26 0 16 0 16 5 0 1 6 1 7 0 8 +15 mins. 0 0 9 9 0 10 0 10 4 0 0 4 0 8 3 11 +30 mins. 0 0 12 12 0 11 0 11 4 0 0 4 0 5 3 8 +45 mins. 0 0 6 6 0 13 0 13 4 0 0 4 2 8 2 12 Total Volume 0 0 53 53 0 50 0 50 17 0 1 18 3 28 8 39 %App.Total 0 0 100 0 100 0 94.4 0 5.6 7.7 71.8 20.5 PHF .000 .000 .510 .510 .000 .781 .000 .781 .850 .000 .250 .750 .375 .875 .667 .813 Cars 0 0 53 53 0 49 0 49 17 0 1 18 3 28 8 39 %Cars 0 0 100 100 0 98 0 98 100 0 100 100 100 100 100 100 Trucks 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 %Trucks 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 Accurate Counts 978-664-2565 N/S Street :West Garage Dwy/47 High St File Name : 10320004 E/W Street: East Mill Drive Site Code : 10320004 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :3 West Garage Dwy In-Peak Hour:05:00 PM 53 0 53 53 0 0 0 0 0 53 0 0 Right Thru Left Peak Hour Data a � MOM-� North s m ccO0 Cars o Trucks W d s r w F+ Left Thru Ri ht 17 0 1 0 0 0 17 0 1 A1818 In-Peak Hour:02:45 PM Accurate Counts 978-664-2565 N/S Street :West Garage Dwy/47 High St File Name : 10320004 E/W Street: East Mill Drive Site Code : 10320004 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :4 Groups Printed-Cars West Garage Dwy East Mill Dr 47 High St East Mill Dr From North From East From South From West Start Time Left Thru Ri ht Left Thru Right Left Thru Right Left Thru Right Int.Total 02:00 PM 0 0 6 0 4 0 5 0 0 3 3 5 26 02:15PM 0 0 3 0 4 0 2 0 0 0 5 2 16 02:30 PM 0 0 5 0 3 0 2 0 0 1 3 4 18 02:45 PM 0 0 3 0 2 0 5 0 1 2 3 1 17 Total 0 0 17 0 13 0 14 0 1 6 14 12 77 03:00 PM 0 0 5 0 2 0 4 0 0 0 6 7 24 03:15 PM 1 1 2 0 4 0 4 0 0 0 5 3 20 03:30 PM 0 0 4 0 11 0 4 0 0 0 3 2 24 03:45 PM 0 0 1 0 6 0 6 0 0 1 2 4 20 Total 1 1 12 0 23 0 18 0 0 1 16 16 88 04:00 PM 0 0 4 0 14 0 3 0 0 0 3 1 25 04:15 PM 0 0 1 0 8 0 4 0 0 1 7 4 25 04:30 PM 0 0 8 0 15 0 4 0 0 1 1 3 32 04:45 PM 0 0 4 0 10 0 3 0 0 1 7 0 25 Total 0 0 17 0 47 0 14 0 0 3 18 8 107 05:00 PM 0 0 26 0 11 0 4 0 0 0 8 3 52 05:15 PM 0 0 9 0 13 0 3 0 0 0 5 3 33 05:30 PM 0 0 12 0 8 0 3 0 0 2 8 2 35 05:45 PM 0 0 6 0 9 0 2 0 0 0 5 0 22 Total 0 0 53 0 41 0 12 0 0 2 26 8 142 Grand Total 1 1 99 0 124 0 58 0 1 12 74 44 414 Apprch% 1 1 98 0 100 0 98.3 0 1.7 9.2 56.9 33.8 Total% 0.2 0.2 23.9 0 30 0 14 0 0.2 2.9 17.9 10.6 West Garage Dwy East Mill Dr 47 High St East Mill Dr From North From East From South From West LS:t:a:r:t::T::,:m:::e: Left Thru L Right App.Total Left Thru Right App.Total Left Thru FRight FApp.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 4 4 0 10 0 10 3 0 0 3 1 7 0 8 25 05:00 PM 0 0 26 26 0 11 0 11 4 0 0 4 0 8 3 11 52 05:15 PM 0 0 9 9 0 13 0 13 3 0 0 3 0 5 3 8 33 05:30 PM 0 0 12 12 0 8 0 8 3 0 0 3 2 8 2 12 35 Total Volume 0 0 51 51 0 42 0 42 13 0 0 13 3 28 8 39 145 %App.Total 0 0 100 0 100 0 100 0 0 7.7 71.8 20.5 PHF .000 .000 .490 .490 .000 .808 .000 .808 .813 .000 .000 .813 .375 .875 .667 .813 .697 Accurate Counts 978-664-2565 N/S Street :West Garage Dwy/47 High St File Name : 10320004 E/W Street: East Mill Drive Site Code : 10320004 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :5 West Garage Dwy Out In Total 03 51 54 51 0 0 Right Thru Left Peak Hour Data o� M �O North s w c�M N N N Peak Hour Begins at 04:45 PM 4 N N 5 w p =off Cars 0 i o �0 0 F" Left Thru Ri ht 13 0 0 ® 13 21 Out In Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 04:30 PM 02:45 PM 04:45 PM +0 mins. 0 0 26 26 0 15 0 15 5 0 1 6 1 7 0 8 +15 mins. 0 0 9 9 0 10 0 10 4 0 0 4 0 8 3 11 +30 mins. 0 0 12 12 0 11 0 11 4 0 0 4 0 5 3 8 +45 mins. 0 0 6 6 0 13 0 13 4 0 0 4 2 8 2 12 Total Volume 0 0 53 53 0 49 0 49 17 0 1 18 3 28 8 39 %App.Total 0 0 100 0 100 0 94.4 0 5.6 7.7 71.8 20.5 PHF .000 .000 .510 .510 .000 .817 .000 .817 .850 .000 .250 .750 .375 .875 .667 .813 Accurate Counts 978-664-2565 N/S Street :West Garage Dwy/47 High St File Name : 10320004 E/W Street: East Mill Drive Site Code : 10320004 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :6 West Garage Dwy In-Peak Hour:05:00 PM 53 53 0 Fol Right Thru Left Peak Hour Data a (0 d North s OF,,] m ONO ` _ S N Cars W N W A d s r w F" Left Thru Ri ht 17 0 1 18 In-Peak Hour:02:45 PM Accurate Counts 978-664-2565 N/S Street :West Garage Dwy/47 High St File Name : 10320004 E/W Street: East Mill Drive Site Code : 10320004 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :7 Groups Printed-Trucks West Garage Dwy East Mill Dr 47 High St East Mill Dr From North From East From South From West Start Time Left Thru Ri ht Left Thru Right Left Thru Right Left Thru Right Int.Total 02:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM 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 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM 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 04:00 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 04:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 1 0 0 0 0 0 1 0 2 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 0 0 0 0 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 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 1 0 0 0 0 0 1 0 2 Apprch% 0 0 0 0 100 0 0 0 0 0 100 0 Total% 0 0 0 0 50 0 0 0 0 0 50 0 West Garage Dwy East Mill Dr 47 High St East Mill Dr From North From East From South From West LS:t:a:r:t::T::,:m:::e: Left Thru L Right App.Total Left Thru Right App.Total Left Thru FRight FApp.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:45 PM 03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 04:15PM 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 Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 %App.Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .250 .000 .250 .500 Accurate Counts 978-664-2565 N/S Street :West Garage Dwy/47 High St File Name : 10320004 E/W Street: East Mill Drive Site Code : 10320004 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :8 West Garage Dwy Out In Total Fo 0 DO O 0 0 Right Thru Left Peak Hour Data O North s Peak Hour Begins at 03:45 PM 4� 5 K N � � m w o= Trucks Oo N F+ Left Thru Ri ht 0 0 0 0 0 0 Out In Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 02:00 PM 03:45 PM 02:00 PM 03:15 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 1 0 1 0 0 0 0 0 1 0 1 Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 %App.Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .250 .000 .250 Accurate Counts 978-664-2565 N/S Street :West Garage Dwy/47 High St File Name : 10320004 E/W Street: East Mill Drive Site Code : 10320004 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :9 West Garage Dwy In-Peak Hour:02:00 PM 0 0 0 F 0 Right Thru Left Peak Hour Data a r North s po 'cm _ 2_ Trucks N Y _ Cc ♦ �� cn c O F" Left Thru Ri ht 0 0 0 0 In-Peak Hour:02:00 PM Accurate Counts 978-664-2565 N/S Street :West Garage Dwy/47 High St File Name : 10320004 E/W Street: East Mill Drive Site Code : 10320004 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 10 Group s Printed-Bikes Peds West Garage Dwy East Mill Dr 47 High St East Mill Dr From North From East From South From West Start Time Left Thru Right Peds Left Thru Ri ht Peds Left Thru Right Peds Left Thru Right Peds Exclu.Total Inclu.Total Int.Total 02:00 PM 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 1 4 0 4 02:15PM 0 0 0 0 0 0 0 2 0 0 0 5 0 0 0 1 8 0 8 02:30 PM 0 0 0 2 0 0 0 1 0 0 0 5 0 0 0 1 9 0 9 02:45 PM 0 0 0 1 0 1 0 1 0 0 0 1 1 0 0 1 4 2 6 Total 0 0 0 3 0 1 0 4 0 0 0 14 1 0 0 4 25 2 27 03:00 PM 0 0 0 0 0 0 0 1 0 0 0 3 0 0 0 0 4 0 4 03:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 2 0 2 03:30 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 2 0 2 03:45 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 2 0 0 0 5 0 0 0 1 8 0 8 04:00 PM 0 0 0 1 0 0 0 1 0 0 0 2 0 0 0 0 4 0 4 04:15PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 1 5 0 5 04:30 PM 0 0 0 0 0 0 0 1 0 0 0 2 0 0 0 0 3 0 3 04:45 PM 0 0 0 0 0 0 0 1 0 0 0 3 0 0 0 0 4 0 4 Total 0 0 0 1 0 0 0 5 0 0 0 9 0 0 0 1 16 0 16 05:00 PM 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 7 13 0 13 05:15 PM 0 0 2 0 0 1 0 3 0 0 0 1 2 1 0 2 6 6 12 05:30 PM 0 0 0 1 0 0 0 2 0 0 0 0 0 0 0 1 4 0 4 05:45 PM 0 0 0 0 0 0 0 2 0 0 0 4 0 0 0 2 8 0 8 Total 0 0 2 1 0 1 0 13 0 0 0 5 2 1 0 12 31 6 37 Grand Total 0 0 2 5 0 2 0 24 0 0 0 33 3 1 0 18 80 8 88 Apprch% 0 0 100 0 100 0 0 0 0 75 25 0 Total% 0 0 25 0 25 0 0 0 0 37.5 12.5 0 90.9 9.1 West Garage Dwy East Mill Dr 47 High St East Mill Dr From North From East From South From West LS:t:a:r:t::T::,:m:::e: Left Thru L Right App.Total Left Thru Right App.Total Left ThruT Right FApp.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 02:00 PM to 05:45 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 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 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 2 2 0 1 0 1 0 0 0 0 2 1 0 3 6 Total Volume 0 0 2 2 0 1 0 1 0 0 0 0 2 1 0 3 6 %App.Total 0 0 100 0 100 0 0 0 0 66.7 33.3 0 PHF .000 .000 .250 .250 .000 .250 .000 .250 .000 .000 .000 .000 .250 .250 .000 .250 .250 Accurate Counts 978-664-2565 N/S Street :West Garage Dwy/47 High St File Name : 10320004 E/W Street: East Mill Drive Site Code : 10320004 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 11 West Garage Dwy Out In Total 0 2 2 0 0 Right Thru Left Peak Hour Data O North —°s Peak Hour Begins at 04:30 PM 4� 5 K N � � m w o= Bikes Peds Oo N F+ Left Thru Ri ht 0 0 0 0 0 0 Out In Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 02:00 PM 02:00 PM 04:30 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 2 2 0 1 0 1 0 0 0 0 2 1 0 3 Total Volume 0 0 2 2 0 1 0 1 0 0 0 0 2 1 0 3 %App.Total 0 0 100 0 100 0 0 0 0 66.7 33.3 0 PHF .000 .000 .250 .250 .000 .250 .000 .250 .000 .000 .000 .000 .250 .250 .000 .250 Accurate Counts 978-664-2565 N/S Street :West Garage Dwy/47 High St File Name : 10320004 E/W Street: East Mill Drive Site Code : 10320004 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 12 West Garage Dwy In-Peak Hour:04:30 PM 2 2 CFol Right Thru Left Peak Hour Data a d North s rn D 01 2 G �__ �� Bikes Peds 4--�'T _ N Y _ F" Left Thru Ri ht 0 0 0 0 In-Peak Hour:02:00 PM Accurate Counts 978-664-2565 N/S Street :Center Garage Dwy/47 High St File Name : 10320005 E/W Street: East Mill Drive Site Code : 10320005 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 1 Groups Printed-Cars-Trucks Center Garage Driveway East Mill Dr 47 High St East Mill Dr From North From East From South From West Start Time Left Thru Ri ht Left Thru Right Left Thru Right Left Thru Right Int.Total 07:00 AM 0 0 0 0 2 0 2 0 0 0 1 2 7 07:15 AM 0 0 0 0 2 0 1 0 0 0 1 3 7 07:30 AM 0 0 0 0 7 0 1 0 0 0 1 1 10 07:45 AM 0 0 0 0 1 0 1 0 0 0 3 2 7 Total 0 0 0 0 12 0 5 0 0 0 6 8 31 08:00 AM 0 0 0 0 3 0 2 0 0 0 1 2 8 08:15 AM 0 0 0 0 3 0 0 0 0 1 1 1 6 08:30 AM 0 1 0 0 4 0 1 0 0 6 2 2 16 08:45 AM 0 0 0 0 1 0 0 0 0 6 2 5 14 Total 0 1 0 0 11 0 3 0 0 13 6 10 44 Grand Total 0 1 0 0 23 0 8 0 0 13 12 18 75 Apprch% 0 100 0 0 100 0 100 0 0 30.2 27.9 41.9 Total% 0 1.3 0 0 30.7 0 10.7 0 0 17.3 16 24 Cars 0 1 0 0 23 0 8 0 0 13 12 18 75 %Cars 0 100 0 0 100 0 100 0 0 100 100 100 100 Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 %Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 Center Garage Driveway East Mill Dr 47 High St East Mill Dr From North From East From South From West LS:t:a:r:t::T::,:m:::e: Left Thru L Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 07:00 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 3 0 3 2 0 0 2 0 1 2 3 8 08:15 AM 0 0 0 0 0 3 0 3 0 0 0 0 1 1 1 3 6 08:30 AM 0 1 0 1 0 4 0 4 1 0 0 1 6 2 2 10 16 08:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 6 2 5 13 14 Total Volume 0 1 0 1 0 11 0 11 3 0 0 3 13 6 10 29 44 %App.Total 0 100 0 0 100 0 100 0 0 44.8 20.7 34.5 PHF .000 .250 .000 .250 .000 .688 .000 .688 .375 .000 .000 .375 .542 .750 .500 .558 .688 Cars 0 1 0 1 0 11 0 11 3 0 0 3 13 6 10 29 44 %Cars 0 100 0 100 0 100 0 100 100 0 0 100 100 100 100 100 100 Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %Trucks 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 :Center Garage Dwy/47 High St File Name : 10320005 E/W Street: East Mill Drive Site Code : 10320005 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :2 Center Garage Driveway Out In Total 13 1A140 013 1 0 1 0 0 0 0 0 1 0 Right Thru Left Peak Hour Data �M 0 M ~ Mom J� Nosh '�.s rnornO 0 rnorn --000 0)2 Peak Hour Begins at 08:00 AM ~ Cars 2 mac, �o� o w o 0 0= Trucks vov F+ Left Thru Ri ht 3 0 0 0 0 0 3 0 0 14 111 3 A14 Out In Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:30 AM 07:00 AM 08:00 AM +0 mins. 0 0 0 0 0 7 0 7 2 0 0 2 0 1 2 3 +15 mins. 0 0 0 0 0 1 0 1 1 0 0 1 1 1 1 3 +30 mins. 0 0 0 0 0 3 0 3 1 0 0 1 6 2 2 10 +45 mins. 0 1 0 1 0 3 0 3 1 0 0 1 6 2 5 13 Total Volume 0 1 0 1 0 14 0 14 5 0 0 5 13 6 10 29 %App.Total 0 100 0 0 100 0 100 0 0 44.8 20.7 34.5 PHF .000 .250 .000 .250 .000 .500 .000 .500 .625 .000 .000 .625 .542 .750 .500 .558 Cars 0 1 0 1 0 14 0 14 5 0 0 5 13 6 10 29 %Cars 0 100 0 100 0 100 0 100 100 0 0 100 100 100 100 100 Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Accurate Counts 978-664-2565 N/S Street :Center Garage Dwy/47 High St File Name : 10320005 E/W Street: East Mill Drive Site Code : 10320005 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :3 Center Garage Driveway In-Peak Hour:07:45 AM 1 0 1 0 1 0 0 0 0 0 1 0 Right Thru Left Peak Hour Data Q O North s LOOO _ _ � mom = Cars Trucks �s _ NY ~ .P O.P (0 w � o00 > F+ Left Thru Ri ht 5 0 0 0 0 0 5 0 0 115 In-Peak Hour:07:00 AM Accurate Counts 978-664-2565 N/S Street :Center Garage Dwy/47 High St File Name : 10320005 E/W Street: East Mill Drive Site Code : 10320005 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :4 Groups Printed-Cars Center Garage Driveway East Mill Dr 47 High St East Mill Dr From North From East From South From West Start Time Left Thru Right Left Thru Ri ht Left Thru Right Left Thru Right Int.Total 07:00 AM 0 0 0 0 2 0 2 0 0 0 1 2 7 07:15 AM 0 0 0 0 2 0 1 0 0 0 1 3 7 07:30 AM 0 0 0 0 7 0 1 0 0 0 1 1 10 07:45 AM 0 0 0 0 1 0 1 0 0 0 3 2 7 Total 0 0 0 0 12 0 5 0 0 0 6 8 31 08:00 AM 0 0 0 0 3 0 2 0 0 0 1 2 8 08:15 AM 0 0 0 0 3 0 0 0 0 1 1 1 6 08:30 AM 0 1 0 0 4 0 1 0 0 6 2 2 16 08:45 AM 0 0 0 0 1 0 0 0 0 6 2 5 14 Total 0 1 0 0 11 0 3 0 0 13 6 10 44 Grand Total 0 1 0 0 23 0 8 0 0 13 12 18 75 Apprch% 0 100 0 0 100 0 100 0 0 30.2 27.9 41.9 Total% 0 1.3 0 0 30.7 0 10.7 0 0 17.3 16 24 Center Garage Driveway East Mill Dr 47 High St East Mill Dr From North From East From South From West LSStartTime Left Thru L Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 07:00 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 3 0 3 2 0 0 2 0 1 2 3 8 08:15 AM 0 0 0 0 0 3 0 3 0 0 0 0 1 1 1 3 6 08:30 AM 0 1 0 1 0 4 0 4 1 0 0 1 6 2 2 10 16 08:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 6 2 5 13 14 Total Volume 0 1 0 1 0 11 0 11 3 0 0 3 13 6 10 29 44 %App.Total 0 100 0 0 100 0 100 0 0 44.8 20.7 34.5 PHF .000 .250 .000 .250 .000 .688 .000 .688 .375 .000 .000 .375 .542 .750 .500 .558 .688 Accurate Counts 978-664-2565 N/S Street :Center Garage Dwy/47 High St File Name : 10320005 E/W Street: East Mill Drive Site Code : 10320005 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :5 Center Garage Driveway Out In Total 13 1 14 O 1 0 Right Thru Left Peak Hour Data �2 or �° � North s o m c N CO ` Peak Hour Begins at 08:00 AM �� N � � m w � 0 1= Cars � 0 F" Left Thru Ri ht 3 0 0 1:11 3 14 Out In Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:30 AM 07:00 AM 08:00 AM +0 mins. 0 0 0 0 0 7 0 7 2 0 0 2 0 1 2 3 +15 mins. 0 0 0 0 0 1 0 1 1 0 0 1 1 1 1 3 +30 mins. 0 0 0 0 0 3 0 3 1 0 0 1 6 2 2 10 +45 mins. 0 1 0 1 0 3 0 3 1 0 0 1 6 2 5 13 Total Volume 0 1 0 1 0 14 0 14 5 0 0 5 13 6 10 29 %App.Total 0 100 0 0 100 0 100 0 0 44.8 20.7 34.5 PHF .000 .250 .000 .250 .000 .500 .000 .500 .625 .000 .000 .625 .542 .750 .500 .558 Accurate Counts 978-664-2565 N/S Street :Center Garage Dwy/47 High St File Name : 10320005 E/W Street: East Mill Drive Site Code : 10320005 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :6 Center Garage Driveway In-Peak Hour:07:45 AM 1 0 1F 0 Right Thru Left Peak Hour Data �2 1p — s North00 s �o� �o 'cm _ =N CO ` S.N.. Cars �s W O v _ m o c o > F" Left Thru Ri ht 5 0 0 5 In-Peak Hour:07:00 AM Accurate Counts 978-664-2565 N/S Street :Center Garage Dwy/47 High St File Name : 10320005 E/W Street: East Mill Drive Site Code : 10320005 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :7 Groups Printed-Trucks Center Garage Driveway East Mill Dr 47 High St East Mill Dr From North From East From South From West Start Time Left Thru Right Left Thru Ri ht Left Thru Right Left Thru Right Int.Total 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 0 0 0 0 0 0 07:30 AM 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 Total 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 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 0 0 0 0 0 0 08:45 AM 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 Grand Total 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 Center Garage Driveway East Mill Dr 47 High St East Mill Dr From North From East From South From West LSStartTime Left Thru L Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 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 07:30 AM 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 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 :Center Garage Dwy/47 High St File Name : 10320005 E/W Street: East Mill Drive Site Code : 10320005 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :8 Center Garage Driveway Out In Total Fo 0 0 O 0 0 Right Thru Left Peak Hour Data O North s _ o Peak Hour Begins 5 K � o o w — p � o= Trucks � Oo 0 F+ Left Thru Ri ht 0 0 0 0 0 0 Out In Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 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 :Center Garage Dwy/47 High St File Name : 10320005 E/W Street: East Mill Drive Site Code : 10320005 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :9 Center Garage Driveway In-Peak Hour:07:00 AM 0 0 0 F 0 Right Thru Left Peak Hour Data Q North s m 00 0 ,c m =0 Y _ Trucks �s �o w o d s r o _ m o c o > F" Left Thru Ri ht 0 0 0 0 In-Peak Hour:07:00 AM Accurate Counts 978-664-2565 N/S Street :Center Garage Dwy/47 High St File Name : 10320005 E/W Street: East Mill Drive Site Code : 10320005 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 10 Group s Printed-Bikes Peds Center Garage Driveway East Mill Dr 47 High St East Mill Dr From North From East From South From West Start Time Left Thru Right Peds Left Thru Ri ht Peds Left Thru Ri ht Peds Left Thru Right Peds Exclu.Total Inclu.Total Int.Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 1 4 0 4 07:15 AM 0 0 0 1 0 0 0 0 0 0 0 2 0 0 0 1 4 0 4 07:30 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 2 0 2 07:45 AM 0 0 0 0 0 0 0 2 0 0 0 1 0 0 0 0 3 0 3 Total 0 0 0 1 0 0 0 3 0 0 0 7 0 0 0 2 13 0 13 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 3 0 0 0 6 9 0 9 08:30 AM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 12 16 0 16 08:45 AM 0 0 0 0 0 0 0 4 0 0 0 1 0 0 0 9 14 0 14 Total 0 0 0 0 0 0 0 6 0 0 0 7 0 0 0 28 41 0 41 Grand Total 0 0 0 1 0 0 0 9 0 0 0 14 0 0 0 30 54 0 54 Apprch% 0 0 0 0 0 0 0 0 0 0 0 0 Total% 100 0 Center Garage Driveway East Mill Dr 47 High St East Mill Dr From North From East From South From West LS:t:a:r:t::T::,:m:::e: Left Thru L Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 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 07:30 AM 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 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 :Center Garage Dwy/47 High St File Name : 10320005 E/W Street: East Mill Drive Site Code : 10320005 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 11 Center Garage Driveway Out In Total Fo 0 0 O 0 0 Right Thru Left Peak Hour Data O North s _ o Peak Hour Begins 5 K � o o w — p � o= Bikes Peds � Oo 0 F+ Left Thru Ri ht 0 0 0 0 0 0 Out In Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 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 :Center Garage Dwy/47 High St File Name : 10320005 E/W Street: East Mill Drive Site Code : 10320005 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 12 Center Garage Driveway In-Peak Hour:07:00 AM 0 0 0 F 0 Right Thru Left Peak Hour Data Q North s m 00 0 ,c m =0 Y� _� Bikes Peds �s �o w o d s r o _ m o c o > F" Left Thru Ri ht 0 0 0 0 In-Peak Hour:07:00 AM Accurate Counts 978-664-2565 N/S Street :Center Garage Dwy/47 High St File Name : 10320005 E/W Street: East Mill Drive Site Code : 10320005 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 1 Groups Printed-Cars-Trucks Center Garage Driveway East Mill Dr 47 High St East Mill Dr From North From East From South From West Start Time Left Thru Ri ht Left Thru Right Left Thru Right Left Thru Right Int.Total 02:00 PM 0 0 0 0 0 0 5 0 0 0 1 4 10 02:15PM 0 0 0 0 4 0 2 0 0 0 5 2 13 02:30 PM 0 0 0 0 3 0 0 0 0 2 2 1 8 02:45 PM 0 0 0 0 3 0 1 1 0 0 2 0 7 Total 0 0 0 0 10 0 8 1 0 2 10 7 38 03:00 PM 0 0 0 0 1 0 2 1 0 0 6 3 13 03:15 PM 0 0 0 0 1 0 0 0 1 1 2 3 8 03:30 PM 0 0 0 0 1 0 1 0 0 0 2 1 5 03:45 PM 0 0 0 0 2 0 3 0 0 0 2 2 9 Total 0 0 0 0 5 0 6 1 1 1 12 9 35 04:00 PM 0 0 0 0 1 0 9 0 0 0 2 2 14 04:15PM 0 0 2 0 2 0 2 0 0 1 4 4 15 04:30 PM 0 0 2 0 0 0 5 0 0 0 0 1 8 04:45 PM 0 0 0 0 2 0 2 0 0 0 3 3 10 Total 0 0 4 0 5 0 18 0 0 1 9 10 47 05:00 PM 0 0 0 0 1 0 5 0 1 0 6 3 16 05:15 PM 0 0 2 0 1 0 4 0 0 0 2 4 13 05:30 PM 0 0 1 0 1 0 2 0 0 0 5 3 12 05:45 PM 0 0 0 0 6 0 2 0 0 1 3 0 12 Total 0 0 3 0 9 0 13 0 1 1 16 10 53 Grand Total 0 0 7 0 29 0 45 2 2 5 47 36 173 Apprch% 0 0 100 0 100 0 91.8 4.1 4.1 5.7 53.4 40.9 Total% 0 0 4 0 16.8 0 26 1.2 1.2 2.9 27.2 20.8 Cars 0 0 7 0 29 0 44 2 2 5 47 35 171 %Cars 0 0 100 0 100 0 97.8 100 100 100 100 97.2 98.8 Trucks 0 0 0 0 0 0 1 0 0 0 0 1 2 %Trucks 0 0 0 0 0 0 2.2 0 0 0 0 2.8 1.2 Center Garage Driveway East Mill Dr 47 High St East Mill Dr From North From East From South From West LS:t:a:r:t::T::,:m:::e: Left Thru L Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 1 0 1 5 0 1 6 0 6 3 9 16 05:15 PM 0 0 2 2 0 1 0 1 4 0 0 4 0 2 4 6 13 05:30 PM 0 0 1 1 0 1 0 1 2 0 0 2 0 5 3 8 12 05:45 PM 0 0 0 0 0 6 0 6 2 0 0 2 1 3 0 4 12 Total Volume 0 0 3 3 0 9 0 9 13 0 1 14 1 16 10 27 53 %App.Total 0 0 100 0 100 0 92.9 0 7.1 3.7 59.3 37 PHF .000 .000 .375 .375 .000 .375 .000 .375 .650 .000 .250 .583 .250 .667 .625 .750 .828 Cars 0 0 3 3 0 9 0 9 13 0 1 14 1 16 10 27 53 %Cars 0 0 100 100 0 100 0 100 100 0 100 100 100 100 100 100 100 Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %Trucks 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 :Center Garage Dwy/47 High St File Name : 10320005 E/W Street: East Mill Drive Site Code : 10320005 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :2 Center Garage Driveway Out In Total 1 3 0 [;4 0 4 0 1 3 4 3 0 0 0 0 0 3 0 0 Right Thru Left Peak Hour Data North s o 0 0 o m N o N mom = Peak Hour Begins at 05:00 PM N ~ Cars mom mom = m p w 000= Trucks N N (D N N Ol O O O F+ Left Thru Ri ht 13 0 1 0 0 0 13 0 1 24 10 14 24 Out In Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 03:45 PM 02:15 PM 03:45 PM 04:45 PM +0 mins. 0 0 0 0 0 4 0 4 3 0 0 3 0 3 3 6 +15 mins. 0 0 0 0 0 3 0 3 9 0 0 9 0 6 3 9 +30 mins. 0 0 2 2 0 3 0 3 2 0 0 2 0 2 4 6 +45 mins. 0 0 2 2 0 1 0 1 5 0 0 5 0 5 3 8 Total Volume 0 0 4 4 0 11 0 11 19 0 0 19 0 16 13 29 %App.Total 0 0 100 0 100 0 100 0 0 0 55.2 44.8 PHF .000 .000 .500 .500 .000 .688 .000 .688 .528 .000 .000 .528 .000 .667 .813 .806 Cars 0 0 4 4 0 11 0 11 18 0 0 18 0 16 13 29 %Cars 0 0 100 100 0 100 0 100 94.7 0 0 94.7 0 100 100 100 Trucks 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 %Trucks 0 0 0 0 0 0 0 0 5.3 0 0 5.3 0 0 0 0 Accurate Counts 978-664-2565 N/S Street :Center Garage Dwy/47 High St File Name : 10320005 E/W Street: East Mill Drive Site Code : 10320005 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :3 Center Garage Driveway In-Peak Hour:03:45 PM 4 0 4 4 0 0 0 0 0 4 0 0 Right Thru Left Peak Hour Data a North s m D wom 7. --o00 m _ _ Dorn Cars _ Trucks �s (0 W O M L r N- a i �ID 000 F+ Left Thru Ri ht 18 0 0 1 0 0 19 0 0 18 1 19 In-Peak Hour:03:45 PM Accurate Counts 978-664-2565 N/S Street :Center Garage Dwy/47 High St File Name : 10320005 E/W Street: East Mill Drive Site Code : 10320005 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :4 Groups Printed-Cars Center Garage Driveway East Mill Dr 47 High St East Mill Dr From North From East From South From West Start Time Left Thru Right Left Thru Ri ht Left Thru Right Left Thru Right Int.Total 02:00 PM 0 0 0 0 0 0 5 0 0 0 1 4 10 02:15PM 0 0 0 0 4 0 2 0 0 0 5 2 13 02:30 PM 0 0 0 0 3 0 0 0 0 2 2 1 8 02:45 PM 0 0 0 0 3 0 1 1 0 0 2 0 7 Total 0 0 0 0 10 0 8 1 0 2 10 7 38 03:00 PM 0 0 0 0 1 0 2 1 0 0 6 3 13 03:15 PM 0 0 0 0 1 0 0 0 1 1 2 3 8 03:30 PM 0 0 0 0 1 0 1 0 0 0 2 1 5 03:45 PM 0 0 0 0 2 0 3 0 0 0 2 2 9 Total 0 0 0 0 5 0 6 1 1 1 12 9 35 04:00 PM 0 0 0 0 1 0 9 0 0 0 2 1 13 04:15PM 0 0 2 0 2 0 2 0 0 1 4 4 15 04:30 PM 0 0 2 0 0 0 4 0 0 0 0 1 7 04:45 PM 0 0 0 0 2 0 2 0 0 0 3 3 10 Total 0 0 4 0 5 0 17 0 0 1 9 9 45 05:00 PM 0 0 0 0 1 0 5 0 1 0 6 3 16 05:15 PM 0 0 2 0 1 0 4 0 0 0 2 4 13 05:30 PM 0 0 1 0 1 0 2 0 0 0 5 3 12 05:45 PM 0 0 0 0 6 0 2 0 0 1 3 0 12 Total 0 0 3 0 9 0 13 0 1 1 16 10 53 Grand Total 0 0 7 0 29 0 44 2 2 5 47 35 171 Apprch% 0 0 100 0 100 0 91.7 4.2 4.2 5.7 54 40.2 Total% 0 0 4.1 0 17 0 25.7 1.2 1.2 2.9 27.5 20.5 Center Garage Driveway East Mill Dr 47 High St East Mill Dr From North From East From South From West LSStartTime Left Thru L Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 1 0 1 5 0 1 6 0 6 3 9 16 05:15 PM 0 0 2 2 0 1 0 1 4 0 0 4 0 2 4 6 13 05:30 PM 0 0 1 1 0 1 0 1 2 0 0 2 0 5 3 8 12 05:45 PM 0 0 0 0 0 6 0 6 2 0 0 2 1 3 0 4 12 Total Volume 0 0 3 3 0 9 0 9 13 0 1 14 1 16 10 27 53 %App.Total 0 0 100 0 100 0 92.9 0 7.1 3.7 59.3 37 PHF .000 .000 .375 .375 .000 .375 .000 .375 .650 .000 .250 .583 .250 .667 .625 .750 .828 Accurate Counts 978-664-2565 N/S Street :Center Garage Dwy/47 High St File Name : 10320005 E/W Street: East Mill Drive Site Code : 10320005 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :5 Center Garage Driveway Out In Total 0 3 3 0 0 Right Thru Left Peak Hour Data North s Peak Hour Begins at 05:00 PM 4--� 5 K w o= Cars ON rn F" Left Thru Ri ht 13 0 1 10 14 24 Out In Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 03:45 PM 02:15 PM 03:45 PM 04:45 PM +0 mins. 0 0 0 0 0 4 0 4 3 0 0 3 0 3 3 6 +15 mins. 0 0 0 0 0 3 0 3 9 0 0 9 0 6 3 9 +30 mins. 0 0 2 2 0 3 0 3 2 0 0 2 0 2 4 6 +45 mins. 0 0 2 2 0 1 0 1 4 0 0 4 0 5 3 8 Total Volume 0 0 4 4 0 11 0 11 18 0 0 18 0 16 13 29 %App.Total 0 0 100 0 100 0 100 0 0 0 55.2 44.8 PHF .000 .000 .500 .500 .000 .688 .000 .688 .500 .000 .000 .500 .000 .667 .813 .806 Accurate Counts 978-664-2565 N/S Street :Center Garage Dwy/47 High St File Name : 10320005 E/W Street: East Mill Drive Site Code : 10320005 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :6 Center Garage Driveway In-Peak Hour:03:45 PM 4 4CFol Right Thru Left Peak Hour Data a v a v d North s �o� 'gym ` S.N.. _ Cars LU M Z F" Left Thru Ri ht 18 0 0 18 In-Peak Hour:03:45 PM Accurate Counts 978-664-2565 N/S Street :Center Garage Dwy/47 High St File Name : 10320005 E/W Street: East Mill Drive Site Code : 10320005 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :7 Groups Printed-Trucks Center Garage Driveway East Mill Dr 47 High St East Mill Dr From North From East From South From West Start Time Left Thru Right Left Thru Ri ht Left Thru Right Left Thru Right Int.Total 02:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM 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 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM 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 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 1 1 04:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 1 0 0 0 0 0 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 1 0 0 0 0 1 2 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 0 0 0 0 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 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 1 0 0 0 0 1 2 Apprch% 0 0 0 0 0 0 100 0 0 0 0 100 Total% 0 0 0 0 0 0 50 0 0 0 0 50 Center Garage Driveway East Mill Dr 47 High St East Mill Dr From North From East From South From West LSStartTime Left Thru L Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:45 PM 03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 04:15PM 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 1 0 0 1 0 0 0 0 1 Total Volume 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 2 %App.Total 0 0 0 0 0 0 100 0 0 0 0 100 PHF .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 .000 .000 .250 .250 .500 Accurate Counts 978-664-2565 N/S Street :Center Garage Dwy/47 High St File Name : 10320005 E/W Street: East Mill Drive Site Code : 10320005 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :8 Center Garage Driveway Out In Total Fo 0 0 O 0 0 Right Thru Left Peak Hour Data O North s _ o Peak Hour Begins 5 K w _ =off Trucks 0 i o 0 F" Left Thru Ri ht 1 0 0 0 1 0 Out In Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 02:00 PM 02:00 PM 03:45 PM 03:15 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 1 0 0 1 0 0 1 1 Total Volume 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 %App.Total 0 0 0 0 0 0 100 0 0 0 0 100 PHF .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 .000 .000 .250 .250 Accurate Counts 978-664-2565 N/S Street :Center Garage Dwy/47 High St File Name : 10320005 E/W Street: East Mill Drive Site Code : 10320005 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :9 Center Garage Driveway In-Peak Hour:02:00 PM 0 0 0 F 0 Right Thru Left Peak Hour Data a r North s 'cm o ` Y _ Trucks LU N F" Left Thru Ri ht 1 0 0 1 In-Peak Hour:03:45 PM Accurate Counts 978-664-2565 N/S Street :Center Garage Dwy/47 High St File Name : 10320005 E/W Street: East Mill Drive Site Code : 10320005 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 10 Group s Printed-Bikes Peds Center Garage Driveway East Mill Dr 47 High St East Mill Dr From North From East From South From West Start Time Left Thru Right Peds Left Thru Ri ht Peds Left Thru Ri ht Peds Left Thru Right Peds Exclu.Total Inclu.Total Int.Total 02:00 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 3 5 0 5 02:15PM 0 0 0 0 0 0 0 2 0 0 0 13 0 0 0 1 16 0 16 02:30 PM 0 0 0 0 0 0 0 3 0 0 0 5 0 0 0 1 9 0 9 02:45 PM 0 0 0 0 0 0 0 1 0 0 0 9 0 1 0 0 10 1 11 Total 0 0 0 0 0 0 0 7 0 0 0 28 0 1 0 5 40 1 41 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 1 3 0 3 03:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 2 3 0 3 03:30 PM 0 0 0 1 0 0 0 0 0 0 0 4 0 0 0 2 7 0 7 03:45 PM 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 5 0 5 Total 0 0 0 1 0 0 0 0 0 0 0 12 0 0 0 5 18 0 18 04:00 PM 0 0 0 0 0 0 0 1 0 0 0 8 0 0 0 4 13 0 13 04:15PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 1 5 0 5 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 6 9 0 9 04:45 PM 0 0 0 0 0 0 0 2 0 0 0 1 0 0 0 5 8 0 8 Total 0 0 0 0 0 0 0 5 0 0 0 14 0 0 0 16 35 0 35 05:00 PM 0 0 0 0 0 0 0 3 0 0 0 1 0 0 0 8 12 0 12 05:15 PM 0 0 0 0 0 1 0 2 0 0 0 4 0 1 0 2 8 2 10 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 2 3 0 3 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 3 8 0 8 Total 0 0 0 0 0 1 0 5 0 0 0 11 0 1 0 15 31 2 33 Grand Total 0 0 0 1 0 1 0 17 0 0 0 65 0 2 0 41 124 3 127 Apprch% 0 0 0 0 100 0 0 0 0 0 100 0 Total% 0 0 0 0 33.3 0 0 0 0 0 66.7 0 97.6 2.4 Center Garage Driveway East Mill Dr 47 High St East Mill Dr From North From East From South From West LS:t:a:r:t::T::,:m:::e: Left Thru L Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 02:00 PM to 05:45 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 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 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 1 0 1 0 0 0 0 0 1 0 1 2 Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 %App.Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .250 .000 .250 .250 Accurate Counts 978-664-2565 N/S Street :Center Garage Dwy/47 High St File Name : 10320005 E/W Street: East Mill Drive Site Code : 10320005 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 11 Center Garage Driveway Out In Total Fo 0 DO O 0 0 Right Thru Left Peak Hour Data O North s Peak Hour Begins at 04:30 PM 4� 5 K N � � m w o= Bikes Peds Oo N F+ Left Thru Ri ht 0 0 0 0 0 0 Out In Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 02:00 PM 04:30 PM 02:00 PM 02:00 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 1 0 1 0 0 0 0 0 1 0 1 Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 %App.Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .250 .000 .250 Accurate Counts 978-664-2565 N/S Street :Center Garage Dwy/47 High St File Name : 10320005 E/W Street: East Mill Drive Site Code : 10320005 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 12 Center Garage Driveway In-Peak Hour:02:00 PM 0 0 0 F 0 Right Thru Left Peak Hour Data a ? �7 0 O�� N J North s rn 2� 01 2 � �__ � Bikes Peds 4--�'T _ N Y _ W F" Left Thru Ri ht 0 0 0 0 In-Peak Hour:02:00 PM Accurate Counts 978-664-2565 N/S Street : East Garage Driveway File Name : 10320006 E/W Street: East Mill Drive Site Code :00000000 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 1 Grou s Printed-Cars-Trucks East Garage Driveway East Mill Dr East Mill Dr From North From East From West Start Time Left Ri ht Thru Right Left Thru Int.Total 07:00 AM 0 0 0 0 0 0 0 07:15 AM 0 0 2 0 0 1 3 07:30 AM 0 1 4 0 1 0 6 07:45 AM 0 0 1 0 0 1 2 Total 0 1 7 0 1 2 11 08:00 AM 0 1 1 0 1 0 3 08:15 AM 0 0 2 0 0 1 3 08:30 AM 0 0 2 0 0 0 2 08:45 AM 0 0 0 0 0 1 1 Total 0 1 5 0 1 2 9 Grand Total 0 2 12 0 2 4 20 Apprch% 0 100 100 0 33.3 66.7 Total% 0 10 60 0 10 20 Cars 0 2 12 0 2 4 20 %Cars 0 100 100 0 100 100 100 Trucks 0 0 0 0 0 0 0 %Trucks 0 0 0 0 0 0 0 East Garage Driveway East Mill Dr East Mill Dr From North From East From West L::::::::::::s:tart Time Left Right F App Total Thru Right App.Total Left Thru App.Total Int.Total Peak Hour Analysis From 07:00 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 2 0 2 0 1 1 3 07:30 AM 0 1 1 4 0 4 1 0 1 6 07:45 AM 0 0 0 1 0 1 0 1 1 2 08:00 AM 0 1 1 1 0 1 1 0 1 3 Total Volume 0 2 2 8 0 8 2 2 4 14 %App.Total 0 100 100 0 50 50 PHF .000 .500 .500 .500 .000 .500 .500 .500 1.00 .583 Cars 0 2 2 8 0 8 2 2 4 14 %Cars 0 100 100 100 0 100 100 100 100 100 Trucks 0 0 0 0 0 0 0 0 0 0 %Trucks 0 0 0 0 0 0 0 0 0 0 Accurate Counts 978-664-2565 N/S Street : East Garage Driveway File Name : 10320006 E/W Street: East Mill Drive Site Code :00000000 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :2 East Garage Driveway Out In Total [; 2 2 4 0 0 0 2 2 4 2 0 0 0 2 0 Right Left Peak Hour Data -ruvOv o� O I North Peak Hour Begins NON 2 Cars �s wow o w O o O_ Trucks E w o w O � 000°i Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 07:15 AM +0 mins. 0 0 0 2 0 2 0 1 1 +15 mins. 0 1 1 4 0 4 1 0 1 +30 mins. 0 0 0 1 0 1 0 1 1 +45 mins. 0 1 1 1 0 1 1 0 1 Total Volume 0 2 2 8 0 8 2 2 4 %App.Total 0 100 100 0 50 50 PHF .000 .500 .500 .500 .000 .500 .500 .500 1.000 Cars 0 2 2 8 0 8 2 2 4 %Cars 0 100 100 100 0 100 100 100 100 Trucks 0 0 0 0 0 0 0 0 0 %Trucks 0 0 0 0 0 0 0 0 0 Accurate Counts 978-664-2565 N/S Street : East Garage Driveway File Name : 10320006 E/W Street: East Mill Drive Site Code :00000000 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :3 East Garage Driveway In-Peak Hour:07:15 AM 2 0 2 2 0 0 0 2 0 Right Left Peak Hour Data Q NON ? North m D0d'O �Oi J Cars p ° Trucks W d wow w c D K Accurate Counts 978-664-2565 N/S Street : East Garage Driveway File Name : 10320006 E/W Street: East Mill Drive Site Code :00000000 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :4 Grou s Printed-Cars East Garage Driveway East Mill Dr East Mill Dr From North From East From West Start Time Left Right Thru Right Left Thru Int.Total 07:00 AM 0 0 0 0 0 0 0 07:15 AM 0 0 2 0 0 1 3 07:30 AM 0 1 4 0 1 0 6 07:45 AM 0 0 1 0 0 1 2 Total 0 1 7 0 1 2 11 08:00 AM 0 1 1 0 1 0 3 08:15 AM 0 0 2 0 0 1 3 08:30 AM 0 0 2 0 0 0 2 08:45 AM 0 0 0 0 0 1 1 Total 0 1 5 0 1 2 9 Grand Total 0 2 12 0 2 4 20 Apprch% 0 100 100 0 33.3 66.7 Total% 0 10 60 0 10 20 East Garage Driveway East Mill Dr East Mill Dr From North From East From West L::::::::::::s:tart Time Left Right App.Total Thru Right App.Total Left Thru App.Total Int.Total Peak Hour Analysis From 07:00 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 2 0 2 0 1 1 3 07:30 AM 0 1 1 4 0 4 1 0 1 6 07:45 AM 0 0 0 1 0 1 0 1 1 2 08:00 AM 0 1 1 1 0 1 1 0 1 3 Total Volume 0 2 2 8 0 8 2 2 4 14 %App.Total 0 100 100 0 50 50 PHF .000 .500 .500 .500 .000 .500 .500 .500 1.00 .583 Accurate Counts 978-664-2565 N/S Street : East Garage Driveway File Name : 10320006 E/W Street: East Mill Drive Site Code :00000000 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :5 East Garage Driveway Out In Total 0 ® 2 0 Right Left Peak Hour Data 0 N North ^' m —� Peak Hour Begins at 07:15 AM ws o Cars O 0� Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 07:15 AM +0 mins. 0 0 0 2 0 2 0 1 1 +15 mins. 0 1 1 4 0 4 1 0 1 +30 mins. 0 0 0 1 0 1 0 1 1 +45 mins. 0 1 1 1 0 1 1 0 1 Total Volume 0 2 2 8 0 8 2 2 4 %App.Total 0 100 100 0 50 50 PHF .000 .500 .500 .500 .000 .500 .500 .500 1.000 Accurate Counts 978-664-2565 N/S Street : East Garage Driveway File Name : 10320006 E/W Street: East Mill Drive Site Code :00000000 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :6 East Garage Driveway In-Peak Hour:07:15 AM 2 2 0 Right Left Peak Hour Data Q North 0=1 N O O Cars LU N H 2 W a c D K Accurate Counts 978-664-2565 N/S Street : East Garage Driveway File Name : 10320006 E/W Street: East Mill Drive Site Code :00000000 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :7 Groups Printed-Trucks East Garage Driveway East Mill Dr East Mill Dr From North From East From West Start Time Left Right Thru Right LeftT Thru Int.Total 07:00 AM 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 Apprch% 0 0 0 0 0 0 Total% East Garage Driveway East Mill Dr East Mill Dr From North From East From West L::::::::::::s:tart Time Left Right App.Total Thru Right App.Total Left Thru App.Total Int.Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 07:45 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 Accurate Counts 978-664-2565 N/S Street : East Garage Driveway File Name : 10320006 E/W Street: East Mill Drive Site Code :00000000 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :8 East Garage Driveway Out In Total 00 0 0 Right Left Peak Hour Data �0 o o North o m —� o Peak Hour Begins w at 07:00 AM s o Trucks o O 0� Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 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 : East Garage Driveway File Name : 10320006 E/W Street: East Mill Drive Site Code :00000000 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :9 East Garage Driveway In-Peak Hour:07:00 AM 0 0 0 Right Left Peak Hour Data 0 0 North SN O 2 O Trucks w �� ~2 d o 0 0 c D K Accurate Counts 978-664-2565 N/S Street : East Garage Driveway File Name : 10320006 E/W Street: East Mill Drive Site Code :00000000 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 10 Groups Printed-Bikes Peds East Garage Driveway East Mill Dr East Mill Dr From North From East From West Start Time Left Right Peds Thru Right Peds Left F Thru Peds Exclu.Total Inclu.Total F Int.Total 07:00 AM 0 0 0 0 0 1 0 0 0 1 0 1 07:15 AM 0 0 0 0 1 0 0 0 3 3 1 4 07:30 AM 0 0 0 0 0 0 0 0 2 2 0 2 07:45 AM 0 0 0 0 0 0 0 0 1 1 0 1 Total 0 0 0 0 1 1 0 0 6 7 1 8 08:00 AM 0 0 2 0 0 1 0 0 3 6 0 6 08:15 AM 0 0 0 0 0 0 0 0 1 1 0 1 08:30 AM 0 0 0 0 0 2 0 0 0 2 0 2 08:45 AM 0 0 0 0 0 1 0 0 2 3 0 3 Total 0 0 2 0 0 4 0 0 6 12 0 12 Grand Total 0 0 2 0 1 5 0 0 12 19 1 20 Apprch% 0 0 0 100 0 0 Total% 0 0 0 100 0 0 95 5 East Garage Driveway East Mill Dr East Mill Dr From North From East From West L::::::::::::s:tart Time Left Right App.Total Thru Right App.Total Left Thru App.Total Int.Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 1 1 0 0 0 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 1 1 0 0 0 1 %App.Total 0 0 0 100 0 0 PHF .000 .000 .000 .000 .250 .250 .000 .000 .000 .250 Accurate Counts 978-664-2565 N/S Street : East Garage Driveway File Name : 10320006 E/W Street: East Mill Drive Site Code :00000000 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 11 East Garage Driveway Out In Total 00 0 0 Right Left Peak Hour Data �0 o O North o m 0 O J N = C _ o Peak Hour Begins at 07:00 AM s w O �� Bikes Peds ~ o Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 1 1 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 1 1 0 0 0 %App.Total 0 0 0 100 0 0 PHF .000 .000 .000 .000 .250 .250 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street : East Garage Driveway File Name : 10320006 E/W Street: East Mill Drive Site Code :00000000 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 12 East Garage Driveway In-Peak Hour:07:00 AM 0 0 0 Right Left Peak Hour Data 0 0 North * p� — � O 2 ° Bikes Peds = o _ — w N H 20 a o c D K Accurate Counts 978-664-2565 N/S Street : East Garage Driveway File Name : 10320006 E/W Street: East Mill Drive Site Code :00000000 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 1 Grou s Printed-Cars-Trucks East Garage Driveway East Mill Dr East Mill Dr From North From East From West Start Time Left Ri ht Thru Right Left Thru Int.Total 02:00 PM 0 0 0 0 1 0 1 02:15 PM 0 0 4 0 1 2 7 02:30 PM 0 0 2 0 0 3 5 02:45 PM 0 0 3 0 0 2 5 Total 0 0 9 0 2 7 18 03:00 PM 0 0 1 0 1 2 4 03:15 PM 0 0 0 0 1 2 3 03:30 PM 0 0 0 0 0 1 1 03:45 PM 0 0 1 0 0 2 3 Total 0 0 2 0 2 7 11 04:00 PM 0 0 0 0 0 1 1 04:15 PM 0 0 2 0 0 2 4 04:30 PM 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 Total 0 0 2 0 0 3 5 05:00 PM 0 0 1 0 1 2 4 05:15 PM 0 0 1 0 1 0 2 05:30 PM 0 0 1 0 0 4 5 05:45 PM 0 1 3 0 0 2 6 Total 0 1 6 0 2 8 17 Grand Total 0 1 19 0 6 25 51 Apprch% 0 100 100 0 19.4 80.6 Total% 0 2 37.3 0 11.8 49 Cars 0 1 19 0 6 25 51 %Cars 0 100 100 0 100 100 100 Trucks 0 0 0 0 0 0 0 %Trucks 0 0 0 0 0 0 0 East Garage Driveway East Mill Dr East Mill Dr From North From East From West L::::::::::::s:tart Time Left Right App.Total Thru Right App.Total Left Thru App.Total Int.Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:15 PM 02:15 PM 0 0 0 4 0 4 1 2 3 7 02:30 PM 0 0 0 2 0 2 0 3 3 5 02:45 PM 0 0 0 3 0 3 0 2 2 5 03:00 PM 0 0 0 1 0 1 1 2 3 4 Total Volume 0 0 0 10 0 10 2 9 11 21 %App.Total 0 0 100 0 18.2 81.8 PHF .000 .000 .000 .625 .000 .625 .500 .750 .917 .750 Cars 0 0 0 10 0 10 2 9 11 21 %Cars 0 0 0 100 0 100 100 100 100 100 Trucks 0 0 0 0 0 0 0 0 0 0 %Trucks 0 0 0 0 0 0 0 0 0 0 Accurate Counts 978-664-2565 N/S Street : East Garage Driveway File Name : 10320006 E/W Street: East Mill Drive Site Code :00000000 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :2 East Garage Driveway Out In Total 2 0 0 0 112 2 0 0 0 0 0 0 0 Right Left Peak Hour Data �0 N O N r o� O ~ NON T North Peak Hour Begins at 02:15 PM =o 0 0 2 Cars w o 0 0 Trucks o 0 0 O o mom°i Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 02:15 PM 02:15 PM +0 mins. 0 0 0 4 0 4 1 2 3 +15 mins. 0 0 0 2 0 2 0 3 3 +30 mins. 0 0 0 3 0 3 0 2 2 +45 mins. 0 1 1 1 0 1 1 2 3 Total Volume 0 1 1 10 0 10 2 9 11 %App.Total 0 100 100 0 18.2 81.8 PHF .000 .250 .250 .625 .000 .625 .500 .750 .917 Cars 0 1 1 10 0 10 2 9 11 %Cars 0 100 100 100 0 100 100 100 100 Trucks 0 0 0 0 0 0 0 0 0 %Trucks 0 0 0 0 0 0 0 0 0 Accurate Counts 978-664-2565 N/S Street : East Garage Driveway File Name : 10320006 E/W Street: East Mill Drive Site Code :00000000 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :3 East Garage Driveway In-Peak Hour:05:00 PM 1 0 1 1 0 0 0 1 0 Right Left Peak Hour Data a ni NON T North DODO� dJ L-(p �pmcar ° Trucks = rnorn -j s �s 0000� d o00 w c � Accurate Counts 978-664-2565 N/S Street : East Garage Driveway File Name : 10320006 E/W Street: East Mill Drive Site Code :00000000 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :4 Grou s Printed-Cars East Garage Driveway East Mill Dr East Mill Dr From North From East From West Start Time Left Right Thru Right Left Thru Int.Total 02:00 PM 0 0 0 0 1 0 1 02:15 PM 0 0 4 0 1 2 7 02:30 PM 0 0 2 0 0 3 5 02:45 PM 0 0 3 0 0 2 5 Total 0 0 9 0 2 7 18 03:00 PM 0 0 1 0 1 2 4 03:15 PM 0 0 0 0 1 2 3 03:30 PM 0 0 0 0 0 1 1 03:45 PM 0 0 1 0 0 2 3 Total 0 0 2 0 2 7 11 04:00 PM 0 0 0 0 0 1 1 04:15 PM 0 0 2 0 0 2 4 04:30 PM 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 Total 0 0 2 0 0 3 5 05:00 PM 0 0 1 0 1 2 4 05:15 PM 0 0 1 0 1 0 2 05:30 PM 0 0 1 0 0 4 5 05:45 PM 0 1 3 0 0 2 6 Total 0 1 6 0 2 8 17 Grand Total 0 1 19 0 6 25 51 Apprch% 0 100 100 0 19.4 80.6 Total% 0 2 37.3 0 11.8 49 East Garage Driveway East Mill Dr East Mill Dr From North From East From West L::::::::::::s:tart Time Left Right App.Total Thru Right App.Total Left Thru App.Total Int.Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:15 PM 02:15 PM 0 0 0 4 0 4 1 2 3 7 02:30 PM 0 0 0 2 0 2 0 3 3 5 02:45 PM 0 0 0 3 0 3 0 2 2 5 03:00 PM 0 0 0 1 0 1 1 2 3 4 Total Volume 0 0 0 10 0 10 2 9 11 21 %App.Total 0 0 100 0 18.2 81.8 PHF .000 .000 .000 .625 .000 .625 .500 .750 .917 .750 Accurate Counts 978-664-2565 N/S Street : East Garage Driveway File Name : 10320006 E/W Street: East Mill Drive Site Code :00000000 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :5 East Garage Driveway Out In Total 00 0 0 Right Left Peak Hour Data ra� T 0 North CO c,�� t-g m —� Peak Hour Begins at 02:15 PM s� �� s o Cars L w O 0� Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 02:15 PM 02:15 PM +0 mins. 0 0 0 4 0 4 1 2 3 +15 mins. 0 0 0 2 0 2 0 3 3 +30 mins. 0 0 0 3 0 3 0 2 2 +45 mins. 0 1 1 1 0 1 1 2 3 Total Volume 0 1 1 10 0 10 2 9 11 %App.Total 0 100 100 0 18.2 81.8 PHF .000 .250 .250 .625 .000 .625 .500 .750 .917 Accurate Counts 978-664-2565 N/S Street : East Garage Driveway File Name : 10320006 E/W Street: East Mill Drive Site Code :00000000 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :6 East Garage Driveway In-Peak Hour:05:00 PM 1 1 0 Right Left Peak Hour Data a 1 North Omi O 2 O Cars U 2 s� � w � � o c � Accurate Counts 978-664-2565 N/S Street : East Garage Driveway File Name : 10320006 E/W Street: East Mill Drive Site Code :00000000 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :7 Groups Printed-Trucks East Garage Driveway East Mill Dr East Mill Dr From North From East From West Start Time Left Right Thru Right LeftT Thru Int.Total 02:00 PM 0 0 0 0 0 0 0 02:15 PM 0 0 0 0 0 0 0 02:30 PM 0 0 0 0 0 0 0 02:45 PM 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 03:00 PM 0 0 0 0 0 0 0 03:15 PM 0 0 0 0 0 0 0 03:30 PM 0 0 0 0 0 0 0 03:45 PM 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 04:00 PM 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 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 0 0 0 Grand Total 0 0 0 0 0 0 0 Apprch% 0 0 0 0 0 0 Total% East Garage Driveway East Mill Dr East Mill Dr From North From East From West L::::::::::::s:tart Time Left Right App.Total Thru Right App.Total Left Thru App.Total Int.Total Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:00 PM 02:00 PM 0 0 0 0 0 0 0 0 0 0 02:15PM 0 0 0 0 0 0 0 0 0 0 02:30 PM 0 0 0 0 0 0 0 0 0 0 02:45 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 Accurate Counts 978-664-2565 N/S Street : East Garage Driveway File Name : 10320006 E/W Street: East Mill Drive Site Code :00000000 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :8 East Garage Driveway Out In Total 00 0 0 Right Left Peak Hour Data �0 o o North o m —� o Peak Hour Begins w at 02:00 PM s o Trucks o O 0� Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 02:00 PM 02:00 PM 02:00 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 : East Garage Driveway File Name : 10320006 E/W Street: East Mill Drive Site Code :00000000 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No :9 East Garage Driveway In-Peak Hour:02:00 PM 0 0 0 Right Left Peak Hour Data a � 0 0 North SN O 2 O Trucks w �� ~2 d o 0 0 c � Accurate Counts 978-664-2565 N/S Street : East Garage Driveway File Name : 10320006 E/W Street: East Mill Drive Site Code :00000000 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 10 Groups Printed-Bikes Peds East Garage Driveway East Mill Dr East Mill Dr From North From East From West Start Time Left Right Peds Thru Right Peds Left F Thru Peds Exclu.Total Inclu.Total F Int.Total 02:00 PM 0 0 0 0 0 1 0 0 0 1 0 1 02:15PM 0 0 0 0 0 3 0 0 1 4 0 4 02:30 PM 0 0 0 0 0 3 0 0 1 4 0 4 02:45 PM 0 0 0 1 0 0 0 0 1 1 1 2 Total 0 0 0 1 0 7 0 0 3 10 1 11 03:00 PM 0 0 0 0 0 5 0 0 2 7 0 7 03:15 PM 0 0 0 0 0 2 0 0 1 3 0 3 03:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM 0 0 1 0 0 0 0 0 1 2 0 2 Total 0 0 1 0 0 7 0 0 4 12 0 12 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:15PM 0 0 0 0 0 2 0 0 0 2 0 2 04:30 PM 0 0 1 0 0 0 0 0 1 2 0 2 04:45 PM 0 0 0 0 0 1 0 0 0 1 0 1 Total 0 0 1 0 0 3 0 0 1 5 0 5 05:00 PM 0 0 0 0 0 1 0 0 3 4 0 4 05:15 PM 0 0 0 1 2 0 0 1 2 2 4 6 05:30 PM 0 0 0 0 0 2 0 0 0 2 0 2 05:45 PM 0 0 0 0 0 0 0 0 3 3 0 3 Total 0 0 0 1 2 3 0 1 8 11 4 15 Grand Total 0 0 2 2 2 20 0 1 16 38 5 43 Apprch% 0 0 50 50 0 100 Total% 0 0 40 40 0 20 88.4 11.6 East Garage Driveway East Mill Dr East Mill Dr From North From East From West L::::::::::::s:tart Time Left Right App.Total Thru Right App.Total Left Thru App.Total Int.Total Peak Hour Analysis From 02:00 PM to 05:45 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 1 2 3 0 1 1 4 Total Volume 0 0 0 1 2 3 0 1 1 4 %App.Total 0 0 33.3 66.7 0 100 PHF .000 .000 .000 .250 .250 .250 .000 .250 .250 .250 Accurate Counts 978-664-2565 N/S Street : East Garage Driveway File Name : 10320006 E/W Street: East Mill Drive Site Code :00000000 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 11 East Garage Driveway Out In Total 00 0 0 Right Left Peak Hour Data o o North 1 -� O c J g N N —� Peak Hour Begins at 0430 PM w Bikes Peds ~ �0 O A� Peak Hour Analysis From 02:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 02:00 PM 04:30 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 1 2 3 0 1 1 Total Volume 0 0 0 1 2 3 0 1 1 %App.Total 0 0 33.3 66.7 0 100 PHF .000 .000 .000 .250 .250 .250 .000 .250 .250 Accurate Counts 978-664-2565 N/S Street : East Garage Driveway File Name : 10320006 E/W Street: East Mill Drive Site Code :00000000 City/State : North Andover, MA Start Date :4/29/2025 Weather :Clear Page No : 12 East Garage Driveway In-Peak Hour:02:00 PM 0 0 0 Right Left Peak Hour Data a � 0 North 1 -� 0=� N O 2 O= Bikes Peds w 2 a� � d o c � SEASONAL ADJUSTMENT DATA Massachusetts Highway Department Statewide Traffic Data Collection 2024 Weekday Seasonal Factors Factor Group JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Axle Factor R1 1.17 1.12 1.11 1.06 1.00 0.96 0.94 0.92 1.00 0.98 1.06 1.07 0.78 R3 1.10 1.04 1.04 1.02 0.91 0.88 0.88 0.87 0.92 0.92 0.99 1.01 0.98 R4-R7 1.16 1.12 1.08 1.03 0.92 0.89 0.88 0.89 0.92 0.94 1.04 1.10 0.98 U1-Boston 1.071 1.03 0.98 0.97 0.941 0.91 0.94 0.91 0.94 0.941 0.98 1.02 0.94 U1-Essex 1.13 1.09 1.06 1.04 0.95 0.89 0.88 0.87 0.95 0.95 1.03 1.05 0.96 U1-Southeast 1.14 1.10 1.04 0.99 0.93 0.86 0.87 0.85 0.91 0.93 0.99 1.02 0.96 U1-West 1.10 1.02 0.98 0.96 0.95 0.92 0.94 0.91 0.91 0.91 0.96 1.00 0.83 U1-Worcester 1.08 1.03 0.99 0.98 0.94 0.91 0.93 0.91 0.92 0.91 0.95 1.00 0.93 U3 1.061 1.02 0.98 0.96 0.931 0.91 0.95 0.94 0.93 0.93 0.96 1.00 0.98 U4-U7 1.04 1.02 0.96 0.95 0.91 0.90 0.94 0.94 0.93 0.94 0.98 1.02 0.99 UR2 1.08 1.02 0.98 0.97 0.93 0.90 0.93 0.90 0.92 0.92 0.97 1.01 0.98 Rec-East 1.21 1.201 1.091 1.01 0.91 0.811 0.771 0.791 0.911 0.95 1.051 1.131 0.99 Rec-West 1.46 1.38 1.32 1.06 0.94 0.79 0.59 0.69 0.97 0.99 1.18 1.28 0.99 Round off: 0-999= 10 >1000 = 100 U = Urban R= Rural 1 - Interstate 2- Freeway and Expressway 3- Other Principal Arterial 4- Minor Arterial 5- Major Collector 6- Minor Collector 7- Local Road and Street UR2 Group-Combination of Urban Freeways and Expressways and Rural Freeways and Expressways. Recreational - East Group-Cape Cod (all towns) including the town of Plymouth south of Route 3A(stations 7014,7079,7080,7090,7091,7092,7093,7094,7095,7096,7097,7108 and 7178), Martha's Vineyard and Nantucket. Recreational -West Group-Continuous Stations 2 and 189 including stations 1066,1067,1083,1084,1085,1086,1087,1088,1089,1090,1091,1092,1093,1094,1095,1096,1097,1098,1099,1100,1101,1102,1103,1104,1105,1106,1107,1108,1113, 1114,1116,2196,2197 and 2198. 5/2/2025 PUBLIC TRANSPORTATION SCHEDULES uuul liiuuol uu ou luuuuuluuo uuuuuuu uum uuiou lio ou liuuuuuuuo uuuuul uoimi lio ou uu uu uuuulu I ul I I I I I ul« III I I II III I u I ui l u I tllu I � � I u Itll l I ll I I V 4 l I 1 I ! 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6:3 6: 0 6: 0 6: 3 7: - i i 7:00 7:05 7:10 7:20 7:23 7:45 14 8:00 8:05 8:10 8:20 8:23 8:45 14 9:00 9:05 9:10 9:20 9:23 9:45 14 10:00 10:05 10:10 10:20 10:23 10:45 14 11:00 11:05 11:10 11:20 11:23 11:45 14 :00 :0 : 0 : 0 : 312:45 14 :00 :0 : 0 : 0 : 31:45 14 :00 :0 : 0 : 0 : 32:45 14 3:00 3:0 3: 0 3: 0 3: 3 3:45 14 :00 :0 : 0 : 0 : 34:45 14 :00 :0 : 0 : 0 : 35:45 14 6:00 7:0 6: 0 6: 0 6: 3 6: - W i VEHICLE TRAVEL SPEED DATA Accurate Counts 978-664-2565 Location : High Street South of Site Code: 10320001 Location :Avalon North Andover&East Mill Dwy City/State: North Andover, MA Direction: SB, 4/29/2025 0- 15 > 15- >20- >25- >30- >35- >40- >45- >50- >55- >60- >65- >70 Time MPH 20 MPH 25 MPH 30 MPH 35 MPH 40 MPH 45 MPH 50 MPH 55 MPH 60 MPH 65 MPH 70 MPH MPH Total 12:00 AM 0 2 0 2 0 0 0 0 0 0 0 0 0 4 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 0 1 2 2 0 0 0 0 0 0 0 0 0 5 3:00 0 3 0 1 0 0 0 0 0 0 0 0 0 4 4:00 0 1 4 2 3 1 0 0 0 0 0 0 0 11 5:00 2 7 11 9 9 1 0 0 0 0 0 0 0 39 6:00 0 13 28 28 17 5 0 0 0 0 0 0 0 91 7:00 0 17 70 86 34 13 0 1 0 0 0 0 0 221 8:00 0 24 63 59 39 5 0 0 0 0 0 0 0 190 9:00 3 22 47 40 16 1 0 0 0 0 0 0 0 129 10:00 3 26 32 25 23 4 0 0 0 0 0 0 0 113 11:00 3 32 38 34 23 1 0 0 0 0 0 0 0 131 12:00 PM 7 38 45 37 20 2 0 0 0 0 0 0 0 149 1:00 3 33 38 41 16 3 0 0 0 0 0 0 0 134 2:00 1 27 67 76 46 1 0 0 0 0 0 0 0 218 3:00 3 25 50 50 23 3 0 0 0 0 0 0 0 154 4:00 3 38 83 67 20 0 1 0 0 0 0 0 0 212 5:00 5 62 112 54 25 4 0 0 0 0 0 0 0 262 6:00 1 37 53 49 32 0 0 0 0 0 0 0 0 172 7:00 3 19 46 36 12 3 1 0 0 0 0 0 0 120 8:00 2 14 17 18 8 0 0 0 0 0 0 0 0 59 9:00 2 8 14 8 1 2 0 0 0 0 0 0 0 35 10:00 1 3 6 3 2 0 0 0 0 0 0 0 0 15 11:00 0 1 5 2 2 1 0 0 0 0 0 0 0 11 Total 42 453 831 729 371 50 2 1 0 0 0 0 0 2479 Percentile 15th 50th 85th 95th Speed 18 24 29 33 Mean Speed (Average) 25.2 10 MPH Pace Speed 21-30 Number in Pace 1560 Percent in Pace 63.0% Number>20 MPH 1984 Percent>20 MPH 80.0% 1 Accurate Counts 978-664-2565 Location : High Street South of Site Code: 10320001 Location :Avalon North Andover&East Mill Dwy City/State: North Andover, MA Direction: SB, 4/30/2025 0- 15 > 15- >20- >25- >30- >35- >40- >45- >50- >55- >60- >65- >70 Time MPH 20 MPH 25 MPH 30 MPH 35 MPH 40 MPH 45 MPH 50 MPH 55 MPH 60 MPH 65 MPH 70 MPH MPH Total 12:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 2 1:00 0 1 0 2 0 0 0 0 0 0 0 0 0 3 2:00 0 0 0 2 1 0 0 0 0 0 0 0 0 3 3:00 0 3 1 0 0 0 0 0 0 0 0 0 0 4 4:00 0 1 7 0 3 0 0 1 0 0 0 0 0 12 5:00 0 2 12 9 5 0 0 0 0 0 0 0 0 28 6:00 1 15 26 22 22 4 1 0 0 0 0 0 0 91 7:00 2 18 65 74 41 11 0 0 0 0 0 0 0 211 8:00 1 22 73 57 39 5 0 0 0 0 0 0 0 197 9:00 1 19 38 35 20 4 0 0 0 0 0 0 0 117 10:00 4 21 45 38 19 2 0 0 0 0 0 0 0 129 11:00 1 22 35 42 17 4 0 0 0 0 0 0 0 121 12:00 PM 3 29 50 51 25 0 0 0 0 0 0 0 0 158 1:00 8 40 58 51 21 0 0 0 0 0 0 0 0 178 2:00 1 27 42 44 18 0 0 0 0 0 0 0 0 132 3:00 5 30 45 68 20 5 0 0 0 0 0 0 0 173 4:00 0 48 69 49 32 3 0 0 0 0 0 0 0 201 5:00 4 42 101 70 24 4 0 0 0 0 0 0 0 245 6:00 0 28 54 55 33 3 0 0 0 0 0 0 0 173 7:00 1 19 31 41 16 1 0 0 0 0 0 0 0 109 8:00 3 10 23 14 14 1 0 0 0 0 0 0 0 65 9:00 2 3 9 10 2 0 1 0 0 0 0 0 0 27 10:00 0 2 5 2 1 1 0 0 0 0 0 0 0 11 11:00 1 3 3 2 1 1 0 0 0 0 0 0 0 11 Total 38 405 794 738 374 49 2 1 0 0 0 0 0 2401 Percentile 15th 50th 85th 95th Speed 19 24 29 33 Mean Speed (Average) 25.4 10 MPH Pace Speed 21-30 Number in Pace 1520 Percent in Pace 64.0% Number>20 MPH 1958 Percent>20 MPH 81.5% Grand Total 80 858 1625 1467 745 99 4 2 0 0 0 0 0 4880 Stats Percentile 15th 50th 85th 95th Speed 18 24 29 33 Mean Speed (Average) 25.3 10 MPH Pace Speed 21-30 Number in Pace 3087 Percent in Pace 63.0% Number>20 MPH 3942 Percent>20 MPH 80.8% 2 Accurate Counts 978-664-2565 Location : High Street South of Site Code: 10320001 Location :Avalon North Andover&East Mill Dwy City/State: North Andover, MA Direction: NB, 4/29/2025 0- 15 > 15- >20- >25- >30- >35- >40- >45- >50- >55- >60- >65- >70 Time MPH 20 MPH 25 MPH 30 MPH 35 MPH 40 MPH 45 MPH 50 MPH 55 MPH 60 MPH 65 MPH 70 MPH MPH Total 12:00 AM 1 2 2 2 0 0 0 1 0 0 0 0 0 8 1:00 0 1 2 0 5 0 0 0 0 0 0 0 0 8 2:00 2 2 0 2 0 0 0 0 0 0 0 0 0 6 3:00 0 1 0 2 1 0 0 0 0 0 0 0 0 4 4:00 1 0 4 2 2 2 0 0 0 0 0 0 0 11 5:00 0 2 4 5 1 1 0 0 0 0 0 0 0 13 6:00 1 11 25 8 12 2 1 0 0 0 0 0 0 60 7:00 9 71 79 77 30 3 1 0 0 0 0 0 0 270 8:00 10 114 98 56 18 1 0 0 0 0 0 0 0 297 9:00 12 41 57 32 12 0 0 0 0 0 0 0 0 154 10:00 17 49 51 29 6 1 0 0 0 0 0 0 0 153 11:00 13 62 67 30 9 2 1 0 0 0 0 0 0 184 12:00 PM 23 79 45 35 6 0 0 0 0 1 0 0 0 189 1:00 20 69 61 36 5 3 0 0 0 0 0 0 0 194 2:00 10 68 96 54 17 1 0 0 0 0 0 0 0 246 3:00 32 70 109 105 20 3 0 0 1 0 0 0 0 340 4:00 33 87 82 73 16 0 0 0 0 0 0 0 0 291 5:00 30 128 129 48 10 7 0 0 0 0 0 0 0 352 6:00 42 99 96 50 11 0 0 0 0 0 0 0 0 298 7:00 28 84 59 46 6 2 0 0 0 0 0 0 0 225 8:00 7 45 59 20 2 2 0 0 0 0 0 0 0 135 9:00 9 34 33 16 5 0 0 0 0 0 0 0 0 97 10:00 4 18 17 6 2 0 0 0 0 0 0 0 0 47 11:00 0 13 9 2 1 0 0 0 0 0 0 0 0 25 Total 304 1150 1184 736 197 30 3 1 1 1 0 0 0 3607 Percentile 15th 50th 85th 95th Speed 16 21 26 29 Mean Speed (Average) 21.9 10 MPH Pace Speed 16-25 Number in Pace 2334 Percent in Pace 65.0% Number>20 MPH 2153 Percent>20 MPH 59.7% 3 Accurate Counts 978-664-2565 Location : High Street South of Site Code: 10320001 Location :Avalon North Andover&East Mill Dwy City/State: North Andover, MA Direction: NB, 4/30/2025 0- 15 > 15- >20- >25- >30- >35- >40- >45- >50- >55- >60- >65- >70 Time MPH 20 MPH 25 MPH 30 MPH 35 MPH 40 MPH 45 MPH 50 MPH 55 MPH 60 MPH 65 MPH 70 MPH MPH Total 12:00 AM 0 1 6 1 0 0 0 0 0 0 0 0 0 8 1:00 1 1 1 3 0 0 0 0 0 0 0 0 0 6 2:00 0 0 0 0 1 1 0 0 0 0 0 0 0 2 3:00 0 2 1 0 0 0 0 0 0 0 0 0 0 3 4:00 0 2 1 2 0 2 0 0 0 0 0 0 0 7 5:00 1 8 4 4 1 0 1 0 0 0 0 0 0 19 6:00 2 11 21 13 4 2 0 0 0 0 0 0 0 53 7:00 6 47 97 95 28 3 0 1 0 0 0 0 0 277 8:00 37 107 135 51 17 0 0 0 0 0 0 0 0 347 9:00 5 63 68 35 10 0 0 0 0 0 0 0 0 181 10:00 24 50 66 26 15 1 1 0 0 0 0 0 0 183 11:00 11 43 67 36 10 3 0 0 0 0 1 0 0 171 12:00 PM 22 66 58 31 9 0 0 0 0 0 0 0 0 186 1:00 53 69 74 29 11 0 0 0 0 0 0 0 0 236 2:00 19 81 66 56 8 3 0 0 0 0 0 0 0 233 3:00 29 58 123 54 20 1 1 0 0 0 0 0 0 286 4:00 23 84 112 45 14 0 0 0 0 0 0 0 0 278 5:00 18 99 102 62 19 3 0 0 0 0 0 0 0 303 6:00 18 97 96 40 8 0 0 0 0 0 0 0 0 259 7:00 15 49 65 38 8 0 0 0 0 0 0 0 0 175 8:00 8 46 51 29 7 0 0 0 0 0 0 0 0 141 9:00 4 43 31 30 6 0 0 0 0 0 0 0 0 114 10:00 2 17 9 9 2 1 0 0 0 0 0 0 0 40 11:00 0 10 3 1 0 1 0 0 0 0 0 0 0 15 Total 298 1054 1257 690 198 21 3 1 0 0 1 0 0 3523 Percentile 15th 50th 85th 95th Speed 16 21 26 29 Mean Speed (Average) 22.0 10 MPH Pace Speed 16-25 Number in Pace 2272 Percent in Pace 66.0% Number>20 MPH 2171 Percent>20 MPH 61.6% Grand Total 602 2204 2441 1426 395 51 6 2 1 1 1 0 0 7130 Stats Percentile 15th 50th 85th 95th Speed 16 21 26 29 Mean Speed (Average) 21.9 10 MPH Pace Speed 16-25 Number in Pace 4632 Percent in Pace 65.0% Number>20 MPH 4324 Percent>20 MPH 60.6% 4 Accurate Counts 978-664-2565 Location : High Street South of Site Code: 10320001 Location :Avalon North Andover&East Mill Dwy City/State: North Andover, MA Direction: Combined 4/29/2025 0- 15 > 15- >20- >25- >30- >35- >40- >45- >50- >55- >60- >65- >70 Time MPH 20 MPH 25 MPH 30 MPH 35 MPH 40 MPH 45 MPH 50 MPH 55 MPH 60 MPH 65 MPH 70 MPH MPH Total 12:00 AM 1 4 2 4 0 0 0 1 0 0 0 0 0 12 1:00 0 1 2 0 5 0 0 0 0 0 0 0 0 8 2:00 2 3 2 4 0 0 0 0 0 0 0 0 0 11 3:00 0 4 0 3 1 0 0 0 0 0 0 0 0 8 4:00 1 1 8 4 5 3 0 0 0 0 0 0 0 22 5:00 2 9 15 14 10 2 0 0 0 0 0 0 0 52 6:00 1 24 53 36 29 7 1 0 0 0 0 0 0 151 7:00 9 88 149 163 64 16 1 1 0 0 0 0 0 491 8:00 10 138 161 115 57 6 0 0 0 0 0 0 0 487 9:00 15 63 104 72 28 1 0 0 0 0 0 0 0 283 10:00 20 75 83 54 29 5 0 0 0 0 0 0 0 266 11:00 16 94 105 64 32 3 1 0 0 0 0 0 0 315 12:00 PM 30 117 90 72 26 2 0 0 0 1 0 0 0 338 1:00 23 102 99 77 21 6 0 0 0 0 0 0 0 328 2:00 11 95 163 130 63 2 0 0 0 0 0 0 0 464 3:00 35 95 159 155 43 6 0 0 1 0 0 0 0 494 4:00 36 125 165 140 36 0 1 0 0 0 0 0 0 503 5:00 35 190 241 102 35 11 0 0 0 0 0 0 0 614 6:00 43 136 149 99 43 0 0 0 0 0 0 0 0 470 7:00 31 103 105 82 18 5 1 0 0 0 0 0 0 345 8:00 9 59 76 38 10 2 0 0 0 0 0 0 0 194 9:00 11 42 47 24 6 2 0 0 0 0 0 0 0 132 10:00 5 21 23 9 4 0 0 0 0 0 0 0 0 62 11:00 0 14 14 4 3 1 0 0 0 0 0 0 0 36 Total 346 1603 2015 1465 568 80 5 2 1 1 0 0 0 6086 Percentile 15th 50th 85th 95th Speed 17 22 28 31 Mean Speed (Average) 23.2 10 MPH Pace Speed 16-25 Number in Pace 3618 Percent in Pace 59.0% Number>20 MPH 4137 Percent>20 MPH 68.0% 5 Accurate Counts 978-664-2565 Location : High Street South of Site Code: 10320001 Location :Avalon North Andover&East Mill Dwy City/State: North Andover, MA Direction: Combined 4/30/2025 0- 15 > 15- >20- >25- >30- >35- >40- >45- >50- >55- >60- >65- >70 Time MPH 20 MPH 25 MPH 30 MPH 35 MPH 40 MPH 45 MPH 50 MPH 55 MPH 60 MPH 65 MPH 70 MPH MPH Total 12:00 AM 0 1 8 1 0 0 0 0 0 0 0 0 0 10 1:00 1 2 1 5 0 0 0 0 0 0 0 0 0 9 2:00 0 0 0 2 2 1 0 0 0 0 0 0 0 5 3:00 0 5 2 0 0 0 0 0 0 0 0 0 0 7 4:00 0 3 8 2 3 2 0 1 0 0 0 0 0 19 5:00 1 10 16 13 6 0 1 0 0 0 0 0 0 47 6:00 3 26 47 35 26 6 1 0 0 0 0 0 0 144 7:00 8 65 162 169 69 14 0 1 0 0 0 0 0 488 8:00 38 129 208 108 56 5 0 0 0 0 0 0 0 544 9:00 6 82 106 70 30 4 0 0 0 0 0 0 0 298 10:00 28 71 111 64 34 3 1 0 0 0 0 0 0 312 11:00 12 65 102 78 27 7 0 0 0 0 1 0 0 292 12:00 PM 25 95 108 82 34 0 0 0 0 0 0 0 0 344 1:00 61 109 132 80 32 0 0 0 0 0 0 0 0 414 2:00 20 108 108 100 26 3 0 0 0 0 0 0 0 365 3:00 34 88 168 122 40 6 1 0 0 0 0 0 0 459 4:00 23 132 181 94 46 3 0 0 0 0 0 0 0 479 5:00 22 141 203 132 43 7 0 0 0 0 0 0 0 548 6:00 18 125 150 95 41 3 0 0 0 0 0 0 0 432 7:00 16 68 96 79 24 1 0 0 0 0 0 0 0 284 8:00 11 56 74 43 21 1 0 0 0 0 0 0 0 206 9:00 6 46 40 40 8 0 1 0 0 0 0 0 0 141 10:00 2 19 14 11 3 2 0 0 0 0 0 0 0 51 11:00 1 13 6 3 1 2 0 0 0 0 0 0 0 26 Total 336 1459 2051 1428 572 70 5 2 0 0 1 0 0 5924 Percentile 15th 50th 85th 95th Speed 17 22 28 31 Mean Speed (Average) 23.4 10 MPH Pace Speed 18-27 Number in Pace 3486 Percent in Pace 60.0% Number>20 MPH 4129 Percent>20 MPH 69.7% Grand Total 682 3062 4066 2893 1140 150 10 4 1 1 1 0 0 12010 Stats Percentile 15th 50th 85th 95th Speed 17 22 28 31 Mean Speed (Average) 23.3 10 MPH Pace Speed 17-26 Number in Pace 7126 Percent in Pace 59.0% Number>20 MPH 8266 Percent>20 MPH 68.8% 6 MASSDOT MOTOR VEHICLE CRASH DATA sril —g—d¢Prescott Sheet M.DOT UaM1 Data nhN.- a.h D¢e —s"" UaM1 Tme U6M1 Yeer NrlbutlnC ce All DH— -dlR wlV .1. armful Event LIMConerclon ner N CMllzlon Drl:(UCo Inunrten Drlver Dlrtre FIntH Men own me DS:Nnknawn)/D3:INa lmpropv erNingl D3:Na[Dlrtn¢ee/03:No[Olrtra¢etl CaIIIZIonwMm¢arveAlclelntnxlc Orylltlrt Mtle D3/Daho1]srt Prupercy eamage anty lnonelnlarea� 03/19h01] .—Il j.w D1:(N.m2per erNing)/D3:INP Impfaan drNing!(N.kn prap.rdrNing)/Da:IDlrtn¢edj(F.11—drop do:ely7 OS.Nut Dlrtn¢ed/D3:Nmmrtre¢ed camslonwrcM1matarveM1idelntnxlc --Ile-...tl R] <nd D]hghD1]Mon of Rep d D1:INak proper erNlnel/D3:IDIsregareed tnxlc AI,Al Kraatlmarkln.) CalllzlonwMm¢arvMlclelntnxlc DNlltld Mtle 10/O6h01]Man Narvh[al lNury 01:(N.knpraper dl—g)/D3:(InatteN-1 n¢ed/03:Na[Olrtra¢ed CaIIIZIanwMm¢arvNiclelntnxlc DryIIgM r<nd 0Aa]N3 NORTH ANOOIER 120]PM 301] D3:Na[Olrt Rea a5]—NORTH AND—R .1d/2dl.rue Property tl—m anty :nae d,lvng)/D]:(D -dtnrt—:n4amking) D3:Nt DIA—d C:I:lonw ligh-rwry Mtl N_'( DS CDap6hD FH PrpM emg antynlNNtl� 11gPM 3D3g D3 lINttkpe0[M1er nprpr¢ INomprc tleng) Oer¢rcy(eMng mg nnl rt03:NDlrt¢M IN. Deh-Iltl+[etl ro.ewry glecwlpq sameelre¢lan D6h112— op eamage anty hone lN—d) DL IInett.Nl N Calll:Ion wrcM1-lb DwII& Ingle v.Mcl.an:M1 A6.6Aa xDR H ANDDM R Man Pr a a6 PM 2: 6a66DD NORTH ANDIWR ljh112 eiue Nanhtel lNury 1236PM 3D3g D1:INo knproper erNing)/D3:IlnetteNlon� DS:NatDlrtn¢ee/D3:Ih,a¢Ivrcy lseertlnng e¢Ing personal lryglenq rtcl ColllslonwrcM1m¢arvMlclelntnxlI DW11.1 Rear<nd D]hshols rbu uorvhtal lNury D3:(Na Mpraper drNing)/D3:11natte.!Z.Falled[uylele Htlrt efwry) n¢ee/D3:Nat Olrtn¢ed Calllzl—fth ¢arvNlclelntnxlc Orylltlrt Mtle Dl/2..1 op.MeamageantyhonelN.-I D11::Unknawn)/D]:IUnknownl CahlonwrcM1matarvM1lcleIntnxlc DtlIIgM Mo.A961a60 NORTH ANDOIER FH Pr Rg]MA 3031 CalllzlonwM m¢arvNlcle lntnxlc DeYlltlrt Heed-an awsspg xoRTH ANDot£R DshgnD3l sun Property eamage anty lnonelnlareal 1usD AM zD31 D1:INo mpraper erNingl/D3:IDI:regareee tnxlp:Ign,:Ipi.k,ro.am.rking:) D1:Nat Dlrtn¢ee Wetl —WI u er tlrrvin vtlrhin a¢etl ¢etl 0 a¢etl CallislonwRM1matarvMidelntnxlc D II -entl 6:\)-\10--N—Mtlw.c MA\UaM1g\1-CM1Ick.Hng Rd @ Pry M R Peg.1 MI—Hg Raad M Prescott Sheet M.DOT—Deta nhN.ber RPed Surtece—d-H RPadw 1 T.F.C—M lDMce —d.ACIPn PH or tP a.h NI—dg —de Trrvel DI—Ion NI Whid. eMM1er—dift Pn —ber RPetlw C undl Pn e e W S[reMN ISA55S2 Dry Feur-wry lHt.—PN infflc.—M l0l 1 W:Tnvellings—&eM1eed/W:Tnvellln—I&eM1eed V1:N I.:W Clen PIESCOTT STREET/CHICRERI NG ROM—SR1]5N infflcc—1 slgnel Vl:51.1Hg PrrtappW In tnfflc/-SI.IHg Pr-a ,!In tnffR/Yd:Tnvelling--&aM1eatl :N/W:N/Yd:N Cloudy RD1-1 PRESCOTT Rt..1N/--RI NG RD Rt.MN/PIESCOTi ST 1.1—W. FPurwN lMersatlPn H 000ERING {®]Ni3 WC Four-wrylMersec[IPn infflccoMrPl slgnel N:Tnvellingz[nlgMeM1ead/V1:TrrvellingrtralgM aM1eatl N:W/V1:N Cloudy 0IICNERING RD Rte1EN/PIESCOTi ST urwry Intl- infflcceMral slgnel W:SI.IHger-pped Inhafflc/-TnveIllNg—&ahead :N/VLN RD/PRESCOTTST 0A5]N{We: Fe W Raln OIIOERING e5]e11 Dry Four-wrylMersec[IPI infflc.—M lslgnel W:TnveIll0gzt.1,dH eatl/W:—Illn—I&eM1eed V1:W/V1:N Clear 0II0ERING RD Rt—N/PIES=ST eDry ur-wry lMersectlan infflccoMral slgnel ering trefflc lane/W,Tnvelling rtralgM eheed V1:5/V1:5 RD/PRESCOTTSTRFET 7. IT Traffic coMrPl sl{nal nveIIIO{stnl{M aM1eatl Clear RD/PIE 0Dry ur--wry lMersec[IPn infflccoMral slgnel W:SI.IHg Pr stopped In tnfflc/V1:Tnvelllhg stnlgM aM1eatl :N/V1:N Clear RD/PIESCOTT ST urvwrylMersec[len inffZMrel slgnel nvellingz[nl{MaM1ead/VL—Illn—I&.Feed W:E/YGN Clear ]5N/PIES—ST infflcc—1 slgnel Hingltlt/VC Tr liffig--&abed W:E/VtN Cloudy RD/PIESCOTTST e961P50 Dry FourwN lMersectlPn Vl:Tur OIIOERING {%SSDB Dry Four-wry lMers_!:H infflccoMrPl slgnel N:Tnvellings[nl{MaM1ead/V1:TrrvellingrtralgM aM1eatl N:E/V2N Clear CHICNERI NI RD/PR:SCOTTST Traffic coirtrPl sl nal Yl:Slowin o a etl lntraffic Vt Slowin o etl in traffk V3 nvellin stnl MaM1eatl Clear S:UPbs\10510--h AHdw MAka.h.\l-CM1l-rHg Rd@ Pr6CMt St Page] P-1-A IM--a I----14--1 .11.11'..-."r ­­­­j -p-l".. 3--.1 ­qp­­I -A-1 --l- MASSDOT CRASH RATE WORKSHEETS AND HIGH CRASH LOCATION MAP .............emu OT INTERSECTION CRASH RATE WORKSHEET CITY/TOWN North Andover COUNT DATE : 4/29/2025 DISTRICT : 4 UNSIGNALIZED : SIGNALIZED : — INTERSECTION DATA — ......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... MAJOR STREET : -Chickering Road MINOR STREET(S) : Prescott Street INTERSECTION North DIAGRAM (Label Approaches) PEAK HOUR VOLUMES APPROACH : 1 2 3 4 5 Total Peak Hourly DIRECTION : EB WB NB SB Approach Volume PEAK HOURLY 120 32 707 387 1,246 VOLUMES (PM) : I I I I I I K" FACTOR : 0.090 INTERSECTION ADT (V) = TOTAL DAILY 13,844 APPROACH VOLUME : #OF AVERAGE#OF TOTAL#OF CRASHES : 12 YEARS : CRASHES PER YEAR A ) : ......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... CRASH RATE CALCULATION : 0.47 RATE (A' 1,000,000 ( V '365) Comments : Below MassDOT Statewide and District Average Crash Rates Project Title & Date: East Mill Residential Development 109/03/25 .............emu OT INTERSECTION CRASH RATE WORKSHEET CITY/TOWN North Andover COUNT DATE : 4/29/2025 DISTRICT : 4 UNSIGNALIZED : SIGNALIZED : — INTERSECTION DATA — ......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... MAJOR STREET : -High Street MINOR STREET(S) : Prescott Street INTERSECTION North DIAGRAM (Label Approaches) o PEAK HOUR VOLUMES APPROACH : 1 2 3 4 5 Total Peak Hourly DIRECTION : EB WB NB SB Approach Volume PEAK HOURLY 107 231 133 471 VOLUMES (PM) : I I I I I I K" FACTOR : 0.090 INTERSECTION ADT (V) = TOTAL DAILY 5,233 APPROACH VOLUME : #OF AVERAGE#OF TOTAL#OF CRASHES : 1 YEARS : CRASHES PER YEAR A ) : ......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... CRASH RATE CALCULATION : 0.10 RATE (A' 1,000,000 ( V '365) Comments : Below MassDOT Statewide and District Average Crash Rates Project Title & Date: East Mill Residential Development 109/03/25 HSIP Map r z N OS SOD ti T E - F GENERAL BACKGROUND TRAFFIC GROWTH East Mill Multifamily Residential Development,North Andover,MA General Background Traffic Growth-Daily Traffic Volumes Annual CITY/TOWN ROUTE/STREET LOCATION 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 Growth Rate North Andover Prescott Street West of Route 125 1,829 1,886 1,929 2,049 2,084 2,090 2,082 2.39% North Andover Chickering Road South of Prescott Street 3,737 3,778 3,827 3,869 3,923 3,939 1.10% North Andover Osgood Street North of Prescott Street 3,623 3,706 3,950 3,934 3.12 North Andover Sutton Street South of Route 125 18,527 18,582 12,151 11,764 11,884 11,736 11,865 12,019 12,727 12,905 12,957 -2.65% North Andover Water Street West of Elm Street 2,864 3,042 3,094 3,103 3,091 1.79% North Andover High Street South of Chadwick Street 2630 2619 -0.42% North Andover Clarendon Street South of Water Street 891 887 -0.45% North Andover Main Street West of Water Street 9460 9422 1 -0.40% 0.56% S:\Jobs\l0320-North Andover,MA\Volume Adjustments\Growth 9/4/2025 BACKGROUND DEVELOPMENT TRAFFIC-VOLUME NETWORKS Transportation Impact Assessment Proposed Multi-Tenant Commercial Building 1250 Osgood Street (Route 125) North Andover, Massachusetts Prepa red for Andover Learning LLC 21671 Bronte Place Ashburn, Virginia J u ly 2024 Upda tech October 2024 Prepared by Vanasse & 35 New England Business Center Drive Associates inc Suite 140 Transportation Engineers & Manners Andover, MA 01810 Transportation I -Proposed Mufti-Tenanl iuilding-North Andover, 125 0P� rb, A� NORTH ANDOVER APARTMENTS -105 NORTH ISITJEDRIVEWAY ,moo, DROUTH IWAY (29)S COMMERCE WAY ►l BUTCHER BOY MARKET DRIVEWAY L8 GREAT POND ROAD 133 PRIVATE o° Go o) a N 00 M N O N Site-Generated Weekday Morning Associates inc Peak-Hour Traffic Volumes N H z M O M O M Copyright ©2024 by VAL NI Rights Reserved. Of Transportation I -Proposed Mufti-Tenanl iuilding-North Andover, 125 0P� r� NORTH ANDOVER APARTMENTS '`h h NORTH ISITJEDRIVEWAY DROUTH IWAY (39)S (39)Z �h V .yam COMMERCE WAY ►l l BUTCHER BOY MARKET DRIVEWAY L6 GREAT POND ROAD 4 PRIVATE o� GO C) a v m oo v oo v - N O Site-Generated Weekday Evening Associates inc Peak-Hour Traffic Volumes N H z M O M O i Copyright ©2024 by VAL NI Rights Reserved. Of 0 Q 0 W 1 N 1 Transportation I"act Assessnwnt-East Mill Residential Developnwnt-North Andover,Massachusetts PRESCOT� 133 125 WEST MILL SITE NORTH DRIVEWAY U EAST MILL 2 GARAGE Y _U U rZ 00 V m = m � N I AVALON o NORTH ANDOVER EAST MILL (SOUTH) rn z 0 N m 0 i Proposed Commercial Building Q 1250 Osgood Street Associates inc Weekday Morning Peak-Hour Traffic Volumes 0 N m O Copyright®2025 by VAL All Rights Reserved. i 0 Q 0 W � 1 N 1 N Transportation I"act Assessnwnt-East Mill Residential Developnwnt-North Andover,Massachusetts PRESCOT� 133 125 WEST MILL SITE NORTH DRIVEWAY U EAST MILL 2 GARAGE Y _U S U rZ r O O m U N I AVALON o NORTH ANDOVER EAST MILL (SOUTH) rn z 0 N m 0 i Proposed Commercial Building Q 1250 Osgood Street Associates inc Weekday Evening Peak-Hour Traffic Volumes 0 N m O Copyright®2025 by VAL All Rights Reserved. i LANGAN Technical Excellence Practical Rxperience. Client Responsiveness 18 November 2022; Revised: 23 February 2023 Jean Enright Planning Director Town of North Andover 120 Main Street North Andover, MA 01845 Re: Updated Traffic Assessment& Parking Utilization Study 149 Main Street Mixed-Use Redevelopment North Andover, MA Langan Project No.: 151028501 Dear Ms. Enright: Langan Engineering and Environmental Services, Inc. (Langan) has prepared this updated traffic assessment&parking utilization study for the proposed mixed-use development to be located at 149 Main Street/14 Second Street in North Andover, Massachusetts. This letter report includes anticipated daily and peak-hour trip-generation, parking analysis, and site access review, based on industry standards. We have determined that the proposed development would generate approximately 40 peak-hour trips and is considered a low-traffic generator that is not expected to have a noticeable impact on traffic in the area. We also confirmed that the number of existing on- street parking spaces within the vicinity of the site combined with the proposed 46 on-site parking spaces would have ample capacity to serve the development's expected parking demand for both residential and commercial uses. The residential parking demand will be served by the proposed on-site parking spaces for the proposed 24 residential units. In addition, the ground floor building plans have been adjusted to add two additional on-site parking spaces (from 44 to 46 on-site parking spaces) where a total of 44 parking spaces are required to serve the residential uses of the Project. Moreover, based upon feedback from the Board's December 20, 2022 hearing, additional data collection was conducted to identify Sunday parking demand and utilization within the area; additional weekday traffic counts were taken to develop a more detailed on-street parking utilization analysis focused on the area within a 200-foot radius of the site to demonstrate the adequacy of on-street parking to satisfy the parking needs of the proposed commercial uses of the property. Figure 1 below shows an aerial photograph of the site location. 100 Cambridge Street, Suite 1310 Boston„ IAA C2114 T, 617,824.9100 F, 617.824a9101 www.langanxom New.Jersey s New York*Connecticut*Massachusetts*Pennsylvania*Washington, DC*Ohio*Illinois*Florida* texas*Arizona•Colorado*Washington*Caliifornia. Athens.Callgary*Dubai* London*Panama Updated Traffic Assessment&Parking Utilization Study 18 November 2022, 149 Main Street Mixed-Use Redevelopment Revised:23 February 2023 North Andover, MA Page 5 of 20 Langan Project No.: 151028501 Trip Generation Analysis We performed a trip generation analysis for the proposed mixed-use development using equations from the I I1h Edition of the ITE Trip Generation Manual and found that the proposed development would generate a net-new 516 daily trips (including 25 morning peak hour and 40 afternoon peak hour). Table 1 summarizes the trip-generation estimates. We did not apply a multi- modal credit due to the lack of surrounding transit and pedestrian/bicycle infrastructure although there is bus service from the Merrimack Valley Regional Transit Authority (MVRTA) (Bus Route No. 33) along Main Street past the site 7 days per week. The Lawrence Commuter Rail Station is approximately 1.4 miles from the site via Main Street, to Sutton Street to Merrimack Street in Lawrence. It should be noted that we did not take into account the trips from the existing use on site. Attachment B contains the ITE Trip Generation excerpts. TABLE 1 ANTICIPATED TRIP GENERATION — 149 MAIN STREET MIXED-USE DEVELOPMENT LAND USE AM PEAK HOUR PM PEAK HOUR USE CODE' DAILY ENTER EXIT TOTAL ENTER I EXIT I TOTAL Multifamily (24 Du) 220 162 2 8 1 O=F 7 1 5 112 Commercial (6,500 SF) 822 354 9 6 1 5=F 21 22 43 Gross peak hour trips 11 14 25 28 27 55 Commercial Pass-by Reduction PM Peak Hour (34%)2 -7 -8 -15 Net-New Peak Hour Trips 516F 11 1 14 1 25=F__21__J 19 40 Land Use Code and site trips based on ITE Trip Generation Manual 11 th Edition. 2 Pass-by rate based on ITE Trip Generation Handbook 3rd Edition. Site Circulation The current site access is through four driveways, one to Main Street and three to Second Street. The development proposes to reduce the number of connections by eliminating the two northernmost driveways along Second Street, which will minimize pedestrian and vehicular conflicts and will improve access to the site with the proposed driveway consolidations. Additionally, three (3) new on-street parking spaces will be created on Second Street due to the closing of the two driveways. The proposed internal circulation layout has been designed to minimize vehicular and pedestrian conflicts. In addition, the proposed ADA parking spaces will be in close proximity to the building's main entrance and a high-emphasis crosswalk is proposed to provide safe access and slow down vehicles entering the site. In order to encourage multimodal transportation, the development is proposing a bike room with direct access to Second Street to avoid vehicular conflicts. The proposed trash enclosure is being located along the main drive isle to avoid backing in/out and to prevent conflicts with the parking layout. The driveway on Main Street will operate as an ingress-only access, while the driveway on Second Street will operate as a stop-controlled egress-only driveway. Both driveways will provide access to the proposed parking layout and are being designed to provide access for emergency vehicles. Attachment A includes the site plan showing the proposed circulation, driveways, and parking layout. As shown on the site plan, the abutting properties 059 Main Street & 26-28 Second Street) are residential units, and it is not practical or safe to design joint driveways with the abutting LANG'AN 0 Q 0 r Transportation I"act Assessnwnt-East Mill Residential Developnwnt-North Andover,Massachusetts �1 N 1 PRESCOT� 133 r� r' 125 WEST MILL SITE NORTH DRIVEWAY 1 2 EAST MILL � GARAGE r Y / U U rZ m N O m � N I AVALON o NORTH ANDOVER EAST MILL (SOUTH) rn z 0 N m 0 i Proposed Mixed-Use Development Q 149 Main Street Associates inc Weekday Morning Peak-Hour Traffic Volumes 0 N m O Copyright®2025 by VAL All Rights Reserved. i 0 Q Transportation I"act Assessnwnt-East Mill Residential Developnwnt-North Andover,Massachusetts 0 Nv �1 N 1 �J PRESCOT� 133 r2 125 WEST MILL SITE NORTH DRIVEWAY 1N 2 EAST MILL GARAGE Y r U N U rZ N V O m � N I AVALON o NORTH ANDOVER EAST MILL (SOUTH) rn z 0 N m 0 i Proposed Mixed-Use Development Q 149 Main Street Associates inc Weekday Evening Peak-Hour Traffic Volumes 0 N m O Copyright®2025 by VAL All Rights Reserved. i TRIP-GENERATION CALCULATIONS t: npi3e$Welt)-DaSed ADS Ileip meFr&v J F - O Sign uu! LOOK Filter Data Plot and Equation DATA STATISTICS DATASOUR- - Trip Generation Manual,12th Ed 1,soo SP�R c` X Settna-a anon; (200-299)Residential Genera. ,S ,roan -Ype; 1,000 s_ 221-Multifamily Housing(Mid-Rise) x u , e-crCt aies- u a X - USE Su CAT_CO Riy_ H d• ---,of Ds e Not Close to Rail Transit `92 ---- ----. ----. ----. -. Average Rate: -- TT-aPtlfa, -.6'a: 500 - ----. ----. ---_ X G 4r General Urban/Suburban Ra-ae of Rates: _,r ----. ---- ----. ---_ '. X St=,aa a vex=union: Dwelling Units �) _-v v=n_o.Ui}; -tfe -__- rzafscn; ---- ---- ---- C0 5C 100 150 200 250 30C -4 55,X -1=.52 Weekday X-Number of Dwelling Units r`- TR'P TYPE, Q.0 Vehicle Reset Zoom Restore U3'e t6 a st t:o^- „0eme-Mg,=r 1 Y,r=p e Enos X Study Site Fitted Curve Average Rate . I(2gg Calculate Aveiage Rate: o t i.6H t, Use the mouse wheel to Zoom Out or Zoom In. Hover the mouse pointer on data points to view X and T values. t:I in€pi3en Welt)-DaSed ADS Ileip maFr&v J F - O Sign cut LOOK Filter Data Plot and Equation DATA STATISTICS DATASCURr__- .,_s ❑r'.'a .s-� ti C-arv'� �. pC_c and Data - Trip Generation Manual,12th Ed 221 300 e e cd; (200-299)Residential Gs- n -an S..-..man ND USE 200 221-Multifamily Housing(Mid-Rise) iae_ u, ens a USE SUBCATEGORY Hu'it - #�tuGcz' Not Close to Rail Transit 20 100 General Urban/Suburban x Ave•arae RDre: x XX X .'3A x I , x Ra-&of atea: Dwelling Units x x u 67 x x x X x Sty ca-r Uev=aticp_ n� Weekday,Peak Hour of Adjacent Stre, v C0 100 200 300 400 50C _ X-Number of Dwelling Units u,.,-X)_777 TR'-P TYPE, Vehicle Reset Zoom Restore 0.37 Calculate 1 X Study Site Fitted Curve Average Rate - 77 t-a 2gg -e le Ica._:" Lt. nt 6 (Fr.t =itt-.G -:''-i- )-? D ,l.c'(Dxal Use the mouse wheel to Zoom Out or Zoom In. Hover the mouse pointer on data points to view X and T values. t: npi3en Welt)-DaSed ADS Ileip Jaffa.J F - O Sign cut LOOK Filter Data Plot and Equation DATA STATISTICS DATASCURr__- .,_s ❑r'.'a .s-� ti C-arv'� �. pC_c and Data - Trip Generation Manual,12th EdSP�R cN EY- .-ME Coop- 200 u�•a 4 r,l±< 221 Me e-€0d; x e,...". r.a, (200-299)Residential 150 ND =- --. x Jp.fae; ,.0 221-Multifamily Housing(Mid-Rise) x w ------------------ a MD v5_SUBCATEGORY� � 100 X X. x stue es; Not Close to Rail Transit z1 x x Avg ur.of Dtve C TT aG1._ _0M '79 x General Urban/Suburban x Ave•ara0 RDre, ---- -- ----. ---_ 50 x z� -NDEF _;DE t_p- X x X ----. ---- ----. ----. -Y x .Cal e 4 ,atea: Dwelling Units >X 1 26 r.? ---- ----. ----. ----. X x sty cam Dev aticp_ €oD CO 100 200 300 400 50C �0 Weekday,Peak Hour of Adjacent Stre, v' _ X-Number of Dwelling Units _ X,.,.?07 TR--P TY>-= Vehicle Reset Zoom Restore C 92 ENTER-1-3_A­_TO -R_3S: Dire -o't- D:st t:0:1; X Study Site Fitted Curve Average Rate -,_ - 3c1 ai-a 2gg Calculate - - [Em Use the mouse wheel to Zoom Out or Zoom In. Hover the mouse pointer on data points to view X and T values. TRIP DISTRIBUTION Proposed Multifamily Residential Development North Andover, MA Chickering Rd Chickering Rd High St High St Residence Workplace Number (North) (South) (North) (South) Andover, MA North Andover town Essex, MA 1,771 40% 708 30% 531 10% 177 20% 354 Andover, MA Boston city Suffolk, MA 1,613 0 0 25% 403 75% 1210 Andover, MA Andover town Essex, MA 1,212 0 25% 303 0 75% 909 Andover, MA Lawrence city Essex, MA 645 0 0 75% 484 25% 161 Andover, MA Woburn city Middlesex, MA 417 0 0 25% 104 75% 313 Andover, MA Cambridge city Middlesex, MA 363 0 0 25% 91 75% 272 Andover, MA Lowell city Middlesex, MA 358 0 0 0 100% 358 Andover, MA Burlington town Middlesex, MA 354 0 0 25% 89 75% 266 Andover, MA Haverhill city Essex, MA 349 50% 175 0 50% 175 0 Andover, MA Wilmington town Middlesex, MA 331 0 0 25% 83 75% 248 Andover, MA Danvers town Essex, MA 321 0 0 0 100% 321 Andover, MA Methuen Town city Essex, MA 314 0 0 100% 314 0 Andover, MA Beverly city Essex, MA 245 0 0 0 100% 245 Andover, MA Tewksbury town Middlesex, MA 209 01 01 0 100% 209 Andover, MA Peabody city Essex, MA 206 0 0 0 100% 206 Andover, MA Billerica town Middlesex, MA 205 0 0 25% 51 75% 154 Andover, MA Wakefield town Middlesex, MA 188 0 0 25% 47 75% 141 Andover, MA Chelmsford town Middlesex, MA 178 0 0 0 100% 178 Andover, MA Waltham city Middlesex, MA 178 0 0 257/. 45 75% 134 Andover, MA Lynn city Essex, MA 142 0 0 0 100% 142 Andover, MA Bedford town Middlesex, MA 135 0 0 25% 34 75% 101 Andover, MA North Reading town Middlesex, MA 134 0 25% 34 0 75% 101 Andover MA Somerville city Middlesex MA 129 0 0 25% 32 75% 97 Andover, MA Salem town (Rockingham, NH 125 50% 63 0 50% 63 0 Andover, MA Salem city Essex, MA 121 0 0 01 100% 121 Andover, MA Newburyport city Essex, MA 116 50% 581 0 50% 581 0 Andover, MA Middleton town Essex, MA 1121 1 Ol 1 0 01 100% 112 10,471 1,003 868 2,248 6,352 9.6% 8.3% 21.5% 60.7% SAY 10% 10% 20% 60% 9/2/2025 S:\Jobs\10320 - North Andover, MA\Trip Distribution\Journey-to-Work PARKING GENERATION DATA _�� -Gen We- �-0 � e _ He=p _ Fr;;� Jlrl-` S cn out LOOK LJD Data Plot and Equation DATA STATISTICS =arid use; M_tf _fix<s g ..II Not C. z to a._t(22 - flu, U-'4CE Parking Generation 1500 X Manual,6thEd , .�.t�, v€ —t X uvGllrg dr.±< =.�4C`H?Y CAtih 05c fC.�c: Setf na u� G_'r ;;antc man -..C Sc G- C-D, 1,000 of sWd.es; (200-299)Residential uu v ----. ----. ----. ----. _ u X .. t X A• 221-Multifamily Housing-2+BR(Mid-Rise) y X v --. --. --. --. � aae-aIIe Rafe' <.. LAu0 . C T GORY ----. ----. a� 500 X X Not Close to Rail Transit v X X Rage of Rates; X X X :.,39-.,.., XX X 33-o i 850i- -c et , 98 General Urban/Suburban --. --. --. --. X -`J co'fiden,ce X 00 200 400 600 800 1,000 1,200 -tN ca o U�at c , Dwelling Units C 27 --- ---- ---- ---- X—Number of Dwelling Units €oefflclent cf--a-=at=on; D0. Weekday(Monday-Friday) �- .. .e Eq-•auol ---- ----. ----. ----. - Y X Study Site Fitted Curve Average Rate Calculate 09F Use the mouse wheel to Zoom Out or Zoom In. Hover the mouse pointer on data points to view X and P values. _�� -Gen We- �-0 � e _ 'tie=p _ Fr;;� J r S Cn out LOOK LJD Data Plot and Equation DATA STATISTICS =arid use; un an!Data P.ws Parking Generation Manual,6thEd FA €ne xnsud; .tC,_- .tic 5-CODE Lry, 640 - 15 satfl-g—ccaflon. Ge-er. /S r -.% s m C P, "M5e,as Stueles; X X 7 (600-699)Medical X m'D .Ord sq >-GFA c t 10 X 640-Animal Hospital/Veterinary Clinic y mae aue Ra'.e; X X R= C z OnY_ n and; t Rates LAuD c ; All Sites 5 33re t 35f pe=ce_tile; TltiGftOfa?sti: General Urban/Suburban S'.a:tdard Dev€a'.ic:i; _ 00 1 2 3 4 5 C,B 1000 Sq.Ft.GFA - X=1000 Sq.Ft.GFA so �st of "D ! Reset Zoom Restore =ittes c.- Weekday(Monday-Friday) �- ^• X Study Site Average Rate R6- Calculate Use the mouse wheel to Zoom Out or Zoom In. Hover the mouse pointer on data points to view X and P values. _�� -Gen We- �-0 � e _ l7e=p _ Fr:;�?J F S Cn out LOOK LJD Data Plot and Equation DATA STATISTICS =arrd use; S0 RCE. e„a Der F€u_ Parking Generation Manual 6th Ed V a-a-e- v 1,200 €ne xnsud; C _ .%9r5eCODE 1,000 710 - satfl-g—ccaflon. Ge-er. tS r "um ,as Stueles; (700-799)Office Boo X X X X mw9 .0r0 sq r_GFA XX 710-General Office X X X X Building y mwe aue Re'.e; v m X . X Rarr ct Rates; a LAu D _S C T GORY. II 400 X 3' All Sites X-X X XX X i 5 3,60 � X XX X X X 33m t 35ty peme_tile; _O 200 Jam` X X . General.UrbanlSuburban X X `? 0'9-ae:r4e 'r e sal; v X X ? 2 X Egan a' sia cr, DDT=_..%T -4-u_�..{.r 00 100 200 300 400 500 600 C,? 1000 Sq.Ft.GFA - X=1000 Sq.Ft.GFA so �rt of "D ! Reset Zoom Restore Lutes Cu.—Lq .t­; Weekday(Monday-Friday) a-n{X a 60 X Study Site Fitted Curve Average Rate R6- Calculate - Use the mouse wheel to Zoom Out or Zoom In. Hover the mouse pointer on data points to view X and P values. _�� -Gen We- �-0 � e _ l7e=p _ Fr;;� Di F S.Cn out LOOK LJD Data Plot and Equation DATA STATISTICS =arid use; +:+e :ca.-Denta Office,: _ling-Stanna oneStan :7201 ?:3Or RCE. fu, -'Gn 0110 Data=G_s Parking Generation Manual,6thEd �- Indeue'rde'r'�a-am-e' FA 300 --e oe_ou ° X 720 _ X x Set# a a Ge-er. tS r X -.% S m Cray "M5e,01 Studies; e^ (700-799)Office 200 -- v GFA t X 27 c 720-Medical-DentalOffice Building me aue Rate; �' y m X 2 5? .-;0-- _ -- C_J GORY: II X Rand;ct Rates; 97 Standalone " X X X 33m t H me_tile; XxxX X X _ •4 2r General Urban/Suburban X :� o�'de:r4e e sal; X r Stann d Dev at.ol 00 50 100 150 20C 1000 Sq.Ft.GFA - X=1000 Sq.Ft.GFA so tf - 't of uu="_ "D ! Reset Zoom Restore Fates c.- Weekday(Monday-Friday) 3. X Study Site Fitted Curve Average Rate R6- Calculate - Use the mouse wheel to Zoom Out or Zoom In. Hover the mouse pointer on data points to view X and P values. _�� -Gen We- �-0 � e _ Ne=p _ Fr;;� J r S Cn out LOOK LJD Data Plot and Equation Caution—Small Sample Size DATA STATISTICS =arid use; 7601 C.,_,for rtCE: B00 - '.-nand - Lots Parking Generation Manual,6thEd FA €n e oe-oo By �SE CODE 760 - 600 X Set# a a Ge a tS r -.% S m C P, "M5e,as Stueles; (700-799)Office ---- ---- ---- �- �, _ X mw9 .0,-0 sq t.hA_ 400 760-Research and Development Center �' y Ave aue Ra'.e; uDa----- C_JT-GORY_ n Rand;ct Rates; a 57-2-77 All Sites 200 33rc t 3 f Deme_tile; 96 1 2.77 E'T=tiGfCOfa?sti: General Urban/Suburban X S'a.tdard Des a'.01; 00 5C 100 150 200 250 30C 018 1000 Sq.Ft.GFA - X=1000 5q.Ft.GFA so �st of ''D ! Reset Zoom Restore -ittes c. ,e Eq at ari; Weekday(Monday-Friday) �- ^• X Study Site Average Rate R6- Calculate Use the mouse wheel to Zoom Out or Zoom In. Hover the mouse pointer on data points to view X and P values. _�� -Gen We- �-0 � e _ l7e=p _ Fr;;� iDi iF S.cn out LOOK LJD Data Plot and Equation DATA STATISTICS =ao.use; SDr RCE. a„a Dar P€u_ Parking Generation Manual,6thEd €n e oe-Oo tC-?Y:. %9 5-CODE try.e 150 Ge a "s ^e (800-899)Retail X -- v u t m 822-Strip Retail Plaza(<40k) y S00 X Av-e age Rat- v m m X F.?8 a LAu D.. -Y__ OJ GORY: n Rarrd;ct Rates; All Sites X ---- ----. ----. ----. -. 50 X X 33m 1 3Ry Deme_tile; X 2,.0 V4 _ot zD� X. _ General Urban/Suburban X x X — X S'.a:tdard Dev€a'.ic:5; DDe�T _e{.r 00 10 20 30 40 1000 Sq.Ft.GLA - X=1000 Sq.Ft.GLA ;ao �st ofPPR. "D ! Reset Zoom Restore =aces c.- Weekday(Monday-Thursday) __ BD X, X Study Site Fitted Curve Average Rate R6- ITERA u c.ct 9 Calculate Use the mouse wheel to Zoom Out or Zoom In. Hover the mouse pointer on data points to view X and P values. East Mill Residential Development(10320) Shared Parking Analysis-Ave.Peak Demand-Proposed Conditions East Mill 4-Sep-25 Ave.Peak Peak Landuse Size T riabLe Demme Remand Residential 334 units 1.23 411 Retail 12,358 sf 2.79 35 Restaurant 7,385 sf 8.34 62 Office 136,483 sf 1.95 267 R&D 112,762 Isf 1 2.56 1 33 Medical Office 10 Isf 1 2.63 1 0 Veterinarian 14,292 Isf 1 3.08 1 14 ResitlentiaL Retail Restaurant Office R&D Ftedcalflffice yeterinarian Hour Beginning ° ofpeak Dematrd' 35ofPeaVt Remand ° ofPeak Demand ° oFPeak Demand -AofPeak Demand %fPeak [remand + ofPeak Demand otat 12:00-4:00 AM 100% 411 0% 0 0% 0 0% 0 0% 0 0% 0 0% 0 411 5:00 96% 395 0% 0 0% 0 0% 0 0% 0 0% 0 0% 0 395 6:00 86% 354 0% 0 0% 0 0% 0 0% 0 0% 0 0% 0 354 7:00 77% 317 0% 0 0% 0 13% 35 0% 0 17% 0 0% 0 352 8:00 66% 272 19% 7 64% 40 47% 126 91% 31 47% 0 55% 8 484 9:00 60% 247 33% 12 74% 46 87% 233 98% 33 82% 0 58% 9 580 10:00 57% 235 47% 17 82% 51 99% 265 100% 33 96% 0 73% 11 612 11:00 55% 226 55% 20 89% 55 100% 267 93% 31 100% 0 73% 11 610 12:00 52% 214 89% 32 100% 62 86% 230 84% 28 88% 0 55% 8 574 1:00 50% 206 100% 35 86% 53 84% 225 90% 30 87% 0 64% 9 558 2:00 52% 214 73% 26 57% 36 93% 249 97% 33 92% 0 67% 10 568 3:00 51% 210 73% 26 44% 28 93% 249 92% 31 90% 0 82% 12 556 4:00 57% 235 66% 24 39% 25 85% 227 75% 25 86% 0 100% 14 550 5:00 62% 255 70% 25 62% 39 57% 153 31% 11 55% 0 82% 12 495 6:00 65% 268 75% 27 73% 45 21% 57 0% 0 0% 0 58% 9 406 7:00 68% 280 70% 25 95% 59 0% 0 0% 0 0% 0 0% 0 364 8:00 75% 309 54% 19 76% 47 0% 0 0% 0 0% 0 0% 0 375 9:00 82% 337 48% 17 0% 0 0% 0 0% 0 0% 0 0% 0 354 10:00 87% 358 0% 0 0% 0 0% 0 0% 0 0% 0 0% 0 358 11:00 91% 374 0% 0 0% 0 0% 0 0% 0 0% 0 0% 0 374 East Mill Residential Development(10320) Shared Parking Analysis-Ave.Peak Demand-Proposed Conditions West Mill 4-Sep-25 Ave.Peak Peak Landuse Size T riabLe Demand Remand Residential 39 units 1.23 48 Retail 14,709 sf 2.79 42 Restaurant 11,343 sf 8.34 95 Office 172,522 sf 1.95 337 R&D 112,336 Isf 1 2.56 1 32 Medical Office 111,966 Isf 1 2.63 1 32 Veterinarian 10 Isf 1 3.08 1 0 ResitlentiaL Retail Restaurant Office R&D MedcatUfffce yeterinarian Hour Beginning ° ofpeak Dematrd' 35ofPeaVt Remand ° ofPeak Demand ° oFPeak Demand -AofPeak Demand %fPeak [remand + ofPeak Demand otat 12:00-4:00 AM 100% 48 0% 0 0% 0 0% 0 0% 0 0% 0 0% 0 48 5:00 96% 47 0% 0 0% 0 0% 0 0% 0 0% 0 0% 0 47 6:00 86% 42 0% 0 0% 0 0% 0 0% 0 0% 0 0% 0 42 7:00 77% 37 0% 0 0% 0 13% 44 0% 0 17% 6 0% 0 87 8:00 66% 32 19% 8 64% 61 47% 159 91% 30 47% 16 55% 0 306 9:00 60% 29 33% 14 74% 71 87% 294 98% 32 82% 27 58% 0 467 10:00 57% 28 47% 20 82% 78 99% 334 100% 32 96% 31 73% 0 523 11:00 55% 27 55% 24 89% 85 100% 337 93% 30 100% 32 73% 0 535 12:00 52% 25 89% 38 100% 95 86% 290 84% 27 88% 29 55% 0 504 1:00 50% 24 100% 42 86% 82 84% 284 90% 29 87% 28 64% 0 489 2:00 52% 25 73% 31 57% 54 93% 314 97% 32 92% 30 67% 0 486 3:00 51% 25 73% 31 44% 42 93% 314 92% 30 90% 29 82% 0 471 4:00 57% 28 66% 28 39% 37 85% 287 75% 24 86% 28 100% 0 432 5:00 62% 30 70% 30 62% 59 57% 193 31% 10 55% 18 82% 0 340 6:00 65% 32 75% 32 73% 70 21% 71 0% 0 0% 0 58% 0 205 7:00 68% 33 70% 30 95% 90 0% 0 0% 0 0% 0 0% 0 153 8:00 75% 36 54% 23 76% 72 0% 0 0% 0 0% 0 0% 0 131 9:00 82% 40 48% 21 0% 0 0% 0 0% 0 0% 0 0% 0 61 10:00 87% 42 0% 0 0% 0 0% 0 0% 0 0% 0 0% 0 42 11:00 910/o 44 0% 1 0 0% 0=10% 1 0 F0— 0 0% 0 0% 0 44 Table Al EAST MILL HOURLY AVERAGE PARKING DEMAND Research& Residential Retail Restaurant Office Development Veterinarian %of %of %of %of %of %of Hour Peak Demand Peak Demand Peak Demand Peak Demand Peak Demand Peak Demand Total 12:00—4:00 AM 100% 411 0% 0 0% 0 0% 0 0% 0 0% 0 411 5:00—6:00 AM 96% 395 0% 0 0% 0 0% 0 0% 0 0% 0 395 6:00—7:00 AM 86% 354 0% 0 0% 0 0% 0 0% 0 0% 0 354 7:00—8:00 AM 77% 317 0% 0 0% 0 13% 35 0% 0 0% 0 352 8:00—9:00 AM 66% 272 19% 7 64% 40 47% 126 91% 31 55% 8 484 9:00—10:00 AM 60% 247 33% 12 74% 46 87% 233 98% 33 58% 9 580 10:00—11:00 AM 57% 235 47% 17 82% 51 99% 265 100% 33 73% 11 612 11:00 AM—12:00 PM 55% 226 55% 20 89% 55 100% 267 93% 31 73% 11 610 12:00—1:00 PM 52% 214 89% 32 100% 62 86% 230 84% 28 55% 8 574 1:00—2:00 PM 50% 206 100% 35 86% 53 84% 225 90% 30 64% 9 558 2:00—3:00 PM 52% 214 73% 26 57% 36 93% 249 97% 33 67% 10 568 3:00—4:00 PM 51% 210 73% 26 44% 28 93% 249 92% 31 82% 12 556 4:00—5:00 PM 57% 235 66% 24 39% 25 85% 227 75% 25 100% 14 550 5:00—6:00 PM 62% 255 70% 25 62% 39 57% 153 31% 11 82% 12 495 6:00—7:00 PM 65% 268 75% 27 73% 45 21% 57 0% 0 58% 9 406 7:00—8:00 PM 68% 280 70% 25 95% 59 0% 0 0% 0 0% 0 364 8:00—9:00 PM 75% 309 54% 19 76% 47 0% 0 0% 0 0% 0 375 9:00—10:00 PM 82% 377 48% 17 0% 0 0% 0 0% 0 0% 0 354 10:00—11:00 PM 87% 358 0% 0 0% 0 0% 0 0% 0 0% 0 358 11:00 PM— 12:00 AM 91% 374 0% 0 0% 0 0% 0 0% 0 0% 0 374 a 1TE peak parking demand ratios are per 1,000 sf or per unit as appropriate. S\Jobs\10320-North Andover,MA\Parking\Tables Al A2.docx Table A2 WEST MILL HOURLY AVERAGE PARKING DEMAND Research& Residential Retail Restaurant Office Development Medical Office %of %of %of %of %of %of Hour Peak Demand Peak Demand Peak Demand Peak Demand Peak Demand Peak Demand Total 12:00—4:00 AM 100% 48 0% 0 0% 0 0% 0 0% 0 0% 0 48 5:00—6:00 AM 96% 47 0% 0 0% 0 0% 0 0% 0 0% 0 47 6:00—7:00 AM 86% 42 0% 0 0% 0 0% 0 0% 0 0% 0 42 7:00—8:00 AM 77% 37 0% 0 0% 0 13% 44 0% 0 17% 6 87 8:00—9:00 AM 66% 32 19% 8 64% 61 47% 159 91% 30 47% 16 306 9:00—10:00 AM 60% 29 33% 14 74% 71 87% 294 98% 32 82% 27 467 10:00—11:00 AM 57% 28 47% 20 82% 78 99% 334 100% 32 96% 31 523 11:00 AM—12:00 PM 55% 27 55% 24 89% 85 100% 337 93% 30 100% 32 535 12:00—1:00 PM 52% 25 89% 38 100% 95 86% 290 84% 27 88% 29 504 1:00—2:00 PM 50% 24 100% 42 86% 82 84% 284 90% 29 87% 28 489 2:00—3:00 PM 52% 25 73% 31 57% 54 93% 314 97% 32 92% 30 486 3:00—4:00 PM 51% 25 73% 31 44% 42 93% 314 92% 30 90% 29 471 4:00—5:00 PM 57% 28 66% 28 39% 37 85% 287 75% 24 86% 28 432 5:00—6:00 PM 62% 30 70% 30 62% 59 57% 193 31% 10 55% 18 340 6:00—7:00 PM 65% 32 75% 32 73% 70 21% 71 0% 0 0% 0 205 7:00—8:00 PM 68% 33 70% 30 95% 90 0% 0 0% 0 0% 0 153 8:00—9:00 PM 75% 36 54% 23 76% 72 0% 0 0% 0 0% 0 131 9:00—10:00 PM 82% 40 48% 21 0% 0 0% 0 0% 0 0% 0 61 10:00—11:00 PM 87% 42 0% 0 0% 0 0% 0 0% 0 0% 0 42 11:00 PM— 12:00 AM 91% 44 0% 0 0% 0 0% 0 0% 0 0% 0 44 a 1TE peak parking demand ratios are per 1,000 sf or per unit as appropriate. S\Jobs\10320-North Andover,MA\Parking\Tables Al A2.docx CAPACITY ANALYSIS WORKSHEETS 2025 Existing 2032 No-Build 2032 Build 2025 Existing 2025 Existing Weekday Morning 1: Chickering Road & Prescott Street 09I/03/2025 t /o. t Lane Configurations Traffic Volume(vph) 16 96 37 9 19 1 55 265 48+ 1i 452 19 Future Volume(vph) 16 96 37 9 19 1 55 265 48 1 452 19 Lane Util. Factor 1.00 100 100 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1,00 1,00 Frt 0.966 0.997 0.982 0.995 Flt Protected 0.995 0.985 0.993 Satd. Flow(prot) 0 1792 0 0 1741 0 0 1738 0 0 1838 0 Flt Permitted 0.965 0.876 0.879 0.999 Satd. Flow(perm) 0 1738 0 0 1549 0 0 1539 0 0 1836 0 Satd. Flow(RTOR) 1 13 4 Adj. Flow(vph) 20 122 47 12 26 1 67 323 59 1 476 20 Lane Group Flow(vph) 0 189 0 0 39 0 0 449 0 0 497 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected,Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 10.0 10.0 10.0 10.0 11.0 11.0 11.0 11.0 Total Split(s) 15.0 15.0 15.0 15.0 40.0 40.0 40.0 40.0 Total Split(%) 20.0% 20.0% 20.0% 20.0% 53.3% 53.3% 53.3% 53.3% Maximum Green(s) 100 10.0 10.0 10.0 34.0 34.0 34.0 34.0 Yellow Time(s) 3.0 3.0 3.0 3.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 6.0 6.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Min Walk Time(s) Flash Don't Walk(s) Pedestrian Calls(#/hr) v/c Ratio 0.49 0.11 0,62 0,58 Control Delay(s/veh) 25.6 19.7 14.7 13.3 Queue Delay 0.0 0.0 0.0 0.0 Total Delay(s/veh) 25.6 19.7 14.7 13.3 Queue Length 50th(ft) 30 6 64 70 Queue Length 95th(ft) #155 34 212 258 Internal Link Dist(ft) 2058 313 754 752 Turn Bay Length(ft) Base Capacity(vph) 401 358 1211 1442 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn _0 _ 0 0 _ 0 Reduced v/c Ratio'i 0.47 0.11 037 0,34 Cycle Length:75 Lanes, Volumes, Timings Synchro 12 Report DCL Vanasse &Associates Page 1 2025 Existing Weekday Morning 1: Chickering Road & Prescott Street 09/03/2025 Lane Configurations Traffic Volume(vph) Future Volume(vph) Lane Util. Factor Frt Flt Protected Satd. Flow(prot) Flt Permitted Satd. Flow(perm)' Satd.Flow(RTOR) Adj. Flow(vph) Lane Group Flow(vph) Turn Type Protected,Phases 9 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 5.0 Minimum Split(s) 20.0 Total Split(s) 20.0 Total Split(%) 27% Maximum Green(s) 170 Yellow Time(s) 2.0 All-Red Time(s) 1.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 Recall Mode None Walk Time(s) 7.0 Flash Don't Walk(s) 100 Pedestrian Calls(#/hr) 6 v/c Ratio Control Delay(s/veh) Queue Delay Total Delay(s/veh) Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio' Lanes, Volumes, Timings Synchro 12 Report DCL Vanasse &Associates Page 2 2025 Existing Weekday Morning 1: Chickering Road & Prescott Street 09/03/2025 Actuated Cycle Length:46.5 Natural Cycle:60 Control Type:Actuated-Uncoordinated # 95th percentile volume exceeds;capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Chickering Road&Prescott Street 02 09 04 i� 06 08 Lanes, Volumes, Timings Synchro 12 Report DCL Vanasse &Associates Page 3 2025 Existing Weekday Morning 1: Chickering Road & Prescott Street 09I/03/2025 Lane Configurations Traffic Volume(vph) 16 96 37 9 19 1 55 265 48+ 1i 452 19 Future Volume(vph) 16 96 37 9 19 1 55 265 48 1 452 19 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 12 10 10 10 12 12 12 12 12 12 Total Lost time(s) 5.0 5.0 6.0 ' 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 Frt 0.97 1.00 0.98 0.99 Flt Protected 0.99 0.98 0.99 1.00 Satd. Flow(prot) 1792 1740 1738 1837 Flt Permitted 0.97 0.88 0.88 1.00 Satd. Flow(perm) 1739 1547 1540 1835 Peak-hour factor, PH 0.79 0.79 0.79 0.73 0.73 0.73 0.82 0.82 0.82 0.95 0.95 0.95 Adj. Flow(vph) 20 122 47 12 26 1 67 323 59 1i 476 20 RTOR Reduction(vph) 0 0 0 0 1 0 0 7 0 0 2 0 Lane Group Flow(vph) 0 189 0 0 38 0 0 442 0 0` 495 0 Heavy Vehicles(%) 6% 2% 0% 0% 0% 0% 2% 8% 4% 0% 3% 0% Turn Type Perm NA Perm NA Perm NA Perm' NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Actuated Green, G(s) 10.4 10.4 21.8 21.8 Effective Green,g(s) 10.4 10.4 21.8 21.8 Actuated g/C Ratio 0.22 0.22 0.45 0.45 Clearance Time(s) 5.0 5.0 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 374 333 695 828 v/s Ratio Prot v/s Ratio Perm c0.11 0.02 c0.29 0.27 v/c Ratio 0.51 0.11 0.64 0.60 Uniform Delay,d1 16.7 15.2 10.2 10.0 Progression Factor 1.00 1.00 1.00 1.00 Incremental Delay,d2 1.1 0.2 1.9 1.2 Delay(s) 17.8 15.4 12.1 11.1 Level of Service B B B B Approach Delay(s/veh) 17.8 15.4 12.1 11.1 Approach LOS B B B B HCM 2000 Control Delay(s/veh) 12.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.56 Actuated Cycle Length(s) 48.3 Sum of lost time(s) 14.0 Intersection Capacity Utilization 67.9% ICU Level of Service C Analysis Period(min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis Synchro 12 Report DCL Vanasse &Associates Page 4 2025 Existing Weekday Morning 2: High Street & Prescott Street 09/03/2025 Int Delay,s/veh 3.5 Lane Configurations Traffic Vol`,veh/h 94 13 80: 88 > 23 123 Future Vol,veh/h 94 13 80 88 23 123 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop None None Storage Length _0 Veh in Median Storage,# 0 0 0 Grade, % 0 - 0 0 Peak Hour Factor 72 72 73 73 84 84 Heavy Vehicles, % 1 0 6 2 4 0 Mvmt Flow 131 18 110 121 27 146 Conflicting Flow All 371 170 0 0 230 0 Stage 1 170 - - - - Stage 2 201 - - Critical Hdwy 6.41 6.2 4.14 - Critical Hdwy Stg 1 5.41 Critical Hdwy Stg 2 5.41 - - - Follow-up Hdwy 3.509 3.3 2.236 Pot Cap-1 Maneuver 631 879 1326 - Stage 1 862 Stage 2 835 - - Platoon blocked, % Mov Cap-1 Maneuver 617 879 - 1326 Mov Cap-2 Maneuver 617 Stage 1 862 - - Stage 2 816 - - HCM Ctrl DIy,s/v 11.5 0 1.22 HCM LOS B Capacity(veh/h) 702 + 284 - HCM Lane V/C Ratio - 0.212 0.021 HCM Ctrl DIy(s/v) - 11,5 7.8 0 HCM Lane LOS - B A A HCM 95th%tile Q(veh) - - 0.8 0.1 - HCM 7th TWSC Synchro 12 Report DCL Vanasse &Associates Page 6 2025 Existing Weekday Morning 3: High Street & West Mill North Driveway/East Mill Driveway 09/03/2025 Int Delay,s/veh 3.7 Lane Configurations Traffic Vol`,veh/h 34 0 61 13 3 9 26 125 28 29 165 23 Future Vol,veh/h 34 0 61 13 3 9 26 125 28 29 165 23 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None Storage Length Veh in Median Storage,# 0 0 - 0 0 Grade, % 0 0 - 0 0 Peak Hour Factor 82 82 82 63 63 63 77 77 77 82 82 ' 82 Heavy Vehicles, % 3 0 0 0 0 11 0 5 0 0 1 0 Mvmt Flow 41 0 74 21 5 14 34 162 36 35 201 28 Conflicting Flow All 518 552 215 520 548 181 229 0 0 199 0 0 Stage 1 286 286 248 248 - - - - - Stage 2 232 266 - 272 300 - Critical Hdwy 7.13 6.5 6.2 71 6.5 6.31 4.1 4.1' Critical Hdwy Stg 1 6.13 5.5 6.1 5.5 Critical Hdwy Stg 2 6.13 5.5 - 6,1 5.5 - Follow-up Hdwy 3.527 4 3.3 3.5 4 3.399 2.2 2.2 Pot Cap-1 Maneuver 466 444 830; 470 447 840 1351 1386 Stage 1 719 679 760 705 Stage 2 768 692 738 669 - - Platoon blocked, % Mov Cap-1 Maneuver 428 419 830 403 421 840 1351 - 1386 - Mov Cap-2 Maneuver 428 419 403 421 Stage 1 698 659 739 685 - Stage 2 729 673 652 650 - HCM Ctrl DIy,s/v 12.12 12.83 1.12 1.02 HCM LOS B B Capacity(veh/h) 252 621 499 235 HCM Lane V/C Ratio 0.025 - 0.187 0.079 0.026 HCM Ctrl DIy(s/v) 7.7 0: 12.1 12.8 7.7 0 HCM Lane LOS A A B B A A HCM 95th%tile Q(veh) 0.1 - 0.7 0.3 0.1 - HCM 7th TWSC Synchro 12 Report DCL Vanasse &Associates Page 8 2025 Existing Weekday Evening 1: Chickering Road & Prescott Street 09I/03/2025 t /o. t Lane Configurations Traffic Volume(vph) 46 40 34 11 17 4 63 598 46 2 392 23 Future Volume(vph) 46 40 34 11 17 4 63 598 46 2 392 23 Lane Util. Factor 1.00 100 100 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1,00 1,00 Frt 0.961 0.983 0.991 0.993 Flt Protected 0.981 0.983 0.996 Satd. Flow(prot) 0 1791 0 0 1714 0 0 1844 0 0 1835 0 Flt Permitted 0.854 0.895 0.925 0.998 Satd. Flow(perm) 0 1559 0 0 1560 0 0 1713 0 0 1831 0 Satd. Flow(RTOR) 6 6 5 Adj. Flow(vph) 52 45 39 16 25 6 68 650 50 2 426 25 Lane Group Flow(vph) 0 136 0 0 47 0 0 768 0 0 453 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected,Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 10.0 10.0 10.0 10.0 11.0 11.0 11.0 11.0 Total Split(s) 15.0 15.0 15.0 15.0 40.0 40.0 40.0 40.0 Total Split(%) 20.0% 20.0% 20.0% 20.0% 53.3% 53.3% 53.3% 53.3% Maximum Green(s) 100 10.0 10.0 10.0 34.0 34.0 34.0 34.0 Yellow Time(s) 3.0 3.0 3.0 3.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 6.0 6.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Min Walk Time(s) Flash Don't Walk(s) Pedestrian Calls(#/hr) v/c Ratio 0.57 0.19 073 0,40 Control Delay(s/veh) 36.7 23.9 16.9 9.3 Queue Delay 0.0 0.0 0.0 0.0 Total Delay(s/veh) 36.7 23.9 16.9 9.3 Queue Length 50th(ft) 42 12 144 62 Queue Length 95th(ft) #131 34 #582 229 Internal Link Dist(ft) 2058 313 754 752 Turn Bay Length(ft) Base Capacity(vph) 253 259 1056 1128 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn _0 _ 0 0 _ 0 Reduced v/c Ratio'i 0.54 0.18 073 0,40 Cycle Length:75 Lanes, Volumes, Timings Synchro 12 Report DCL Vanasse &Associates Page 1 2025 Existing Weekday Evening 1: Chickering Road & Prescott Street 09/03/2025 Lane Configurations Traffic Volume(vph) Future Volume(vph) Lane Util. Factor Frt Flt Protected Satd. Flow(prot) Flt Permitted Satd. Flow(perm)' Satd.Flow(RTOR) Adj. Flow(vph) Lane Group Flow(vph) Turn Type Protected,Phases 9 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 5.0 Minimum Split(s) 20.0 Total Split(s) 20.0 Total Split(%) 27% Maximum Green(s) 170 Yellow Time(s) 2.0 All-Red Time(s) 1.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 Recall Mode None Walk Time(s) 7.0 Flash Don't Walk(s) 100 Pedestrian Calls(#/hr) 20 v/c Ratio Control Delay(s/veh) Queue Delay Total Delay(s/veh) Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio' Lanes, Volumes, Timings Synchro 12 Report DCL Vanasse &Associates Page 2 2025 Existing Weekday Evening 1: Chickering Road & Prescott Street 09/03/2025 Actuated Cycle Length:62.2 Natural Cycle:80 Control Type:Actuated-Uncoordinated # 95th percentile volume exceeds;capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Chickering Road&Prescott Street 02 09 04 i� 06 08 Lanes, Volumes, Timings Synchro 12 Report DCL Vanasse &Associates Page 3 2025 Existing Weekday Evening 1: Chickering Road & Prescott Street 09I/03/2025 Lane Configurations Traffic Volume(vph) 46 40 34 11 17 4 63 598 46 2 392 23 Future Volume(vph) 46 40 34 11 17 4 63 598 46 2 392 23 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 12 10 10 10 12 12 12 12 12 12 Total Lost time(s) 5.0 5.0 6.0 ' 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 Frt 0.96 0.98 0.99 0.99 Flt Protected 0.98 0.98 1.00 1.00 Satd.Flow(prot) 1792 1714 1844 1834 Flt Permitted 0.85 0.89 0.93 1.00 Satd. Flow(perm) 1560 1559 1714 1830 Peak-hour factor, PH 0.88 0.88 0.88 0.67 0.67 0.67 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow(vph) 52 45 39 16 25 6 68 650 50 2 426 25 RTOR Reduction(vph) 0 0 0 0 5 0 0 2 0 0 2 0 Lane Group Flow(vph) 0 136 0 0 42 0 0 766 0 0` 451 0 Heavy Vehicles(%) 0% 0% 0% 0% 0% 0% 0% 2% 0% 0% 3% 0% Turn Type Perm NA Perm NA Perm NA Perm' NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Actuated Green, G(s) 9.5 9.5 38.3 38.3 Effective Green,g(s) 9.5 9.5 38.3 38.3 Actuated g/C Ratio 0.15 0.15 0.59 0.59 Clearance Time(s) 5.0 5.0 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 229 229 1016 1084 v/s Ratio Prot v/s Ratio Perm c0.09 0.03 c0.45 0.25 v/c Ratio 0.59 0.18 0.75 0.42 Uniform Delay,d1 25.7 24.1 9.7 7.1 Progression Factor 1.00 1.00 1.00 1.00 Incremental Delay,d2 4.1 0.4 3.2 0.3 Delay(s) 29.8 24.5 12.9 7.4 Level of Service C C B A Approach Delay(s/veh) 29.8 24.5 12.9 7.4 Approach LOS C C B A HCM 2000 Control Delay(s/veh) 13.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.68 Actuated Cycle Length(s) 64.6 Sum of lost time(s) 14.0 Intersection Capacity Utilization 83.2% ICU Level of Service E Analysis Period(min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis Synchro 12 Report DCL Vanasse &Associates Page 4 2025 Existing Weekday Evening 2: High Street & Prescott Street 09/03/2025 Int Delay,s/veh 2.7 Lane Configurations Traffic Vol`,veh/h 82 25 136 95 23 110 Future Vol,veh/h 82 25 136 95 23 110 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop None None Storage Length _0 Veh in Median Storage,# 0 0 0 Grade, % 0 - 0 0 Peak Hour Factor 84 84 73 73 67 67 Heavy Vehicles, % 1 0 1 2 4 1 Mvmt Flow 98 30 186 130 34 164 Conflicting Flow All 484 251 0 0 316 0 Stage 1 251 - - - - Stage 2 233 - - Critical Hdwy 6.41 6.2 4.14 - Critical Hdwy Stg 1 5.41 Critical Hdwy Stg 2 5.41 - - - Follow-up Hdwy 3.509 3.3 2.236 Pot Cap-1 Maneuver 543 792 1232 - Stage 1 793 Stage 2 808 - - Platoon blocked, % Mov Cap-1 Maneuver 527 792 - 1232 Mov Cap-2 Maneuver 527 Stage 1 793 - - Stage 2 783 - - HCM Ctrl DIy,s/v 11.49 0 1.38 HCM LOS B Capacity(veh/h) - 682 311 - HCM Lane V/C Ratio - 0.187 0.028 HCM Ctrl DIy(s/v) - 11,5 8 0 HCM Lane LOS - B A A HCM 95th%tile Q(veh) - - 0.7 0.1 - HCM 7th TWSC Synchro 12 Report DCL Vanasse &Associates Page 6 2025 Existing Weekday Evening 3: High Street & West Mill North Driveway/East Mill Driveway 09/03/2025 Int Delay,s/veh 6.8 Lane Configurations Traffic Vol`,veh/h 51 3 51 68 > 1 38 68 142 21 12 139 ' 41 Future Vol,veh/h 51 3 51 68 1 38 68 142 21 12 139 41 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None Storage Length Veh in Median Storage,# 0 0 - 0 0 Grade, % 0 0 - 0 0 Peak Hour Factor 71 71 71 65 65 65 96 96 96 90 90 " 90 Heavy Vehicles, % 3 0 0 0 0 11 0 5 0 0 1 0 Mvmt Flow 72 4 72 105 2 58 71 148 22 13 154 46 Conflicting Flow All 494 515 177 484 527 159 200 0 0 170 0 0 Stage 1 204 204 301 301 - - - - - - Stage 2 290 311 - 183 227 - Critical Hdwy 7.13 6.5 6.2 7.1 6.5 6.31 4.1 4.1' Critical Hdwy Stg 1 6.13 5.5 6.1 5.5 Critical Hdwy Stg 2 6.13 5.5 - 6,1 5.5 - Follow-up Hdwy 3.527 4 3.3 3.5 4 3.399 2.2 2.2 Pot Cap-1 Maneuver 484 466 871, 497 459 863 1384 1420 Stage 1 796 737 713 669___ Stage 2 715 662 823 720 - - Platoon blocked, % Mov Cap-1 Maneuver 420 435 871 421 428 863 1384 - 1420 - Mov Cap-2 Maneuver 420 435 421 428 Stage 1 787 729 672 631 - Stage 2 628 624 743 712 - HCM Ctrl Dly,s/v 13.69 15.24 2.28 0.47 HCM LOS B C Capacity(veh/h) 517 562 515 108 HCM Lane V/C Ratio 0.051 0.263 0.32 0.009 HCM Ctrl Dly(s/v) 7.7 0 13.7 15.2 7.6 0 HCM Lane LOS A A B C A A HCM 95th%tile Q(veh) 0.2 - 1.1 1.4 0 - HCM 7th TWSC Synchro 12 Report DCL Vanasse &Associates Page 8 2032 No-Build 2032 No-Build Weekday Morning 1: Chickering Road & Prescott Street 09I/03/2025 t /o. t Lane Configurations Traffic Volume(vph) 18 103 40 10 20 1 59 302 51 1i 498 21 Future Volume(vph) 18 103 40 10 20 1 59 302 51 1 498 21 Lane Util. Factor 1.00 100 100 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1,00 1,00 Frt 0.966 0.997 0.983 0.995 Flt Protected 0.994 0.984 0.993 Satd. Flow(prot) 0 1789 0 0 1740 0 0 1739 0 0 1838 0 Flt Permitted 0.962 0.892 0.874 0.999 Satd. Flow(perm) 0 1732 0 0 1577 0 0 1531 0 0 1836 0 Satd. Flow(RTOR) 1 12 4 Adj. Flow(vph) 23 130 51 14 27 1 72 368 62 1 524 22 Lane Group Flow(vph) 0 204 0 0 42 0 0 502 0 0 547 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected,Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 10.0 10.0 10.0 10.0 11.0 11.0 11.0 11.0 Total Split(s) 15.0 15.0 15.0 15.0 40.0 40.0 40.0 40.0 Total Split(%) 20.0% 20.0% 20.0% 20.0% 53.3% 53.3% 53.3% 53.3% Maximum Green(s) 100 10.0 10.0 10.0 34.0 34.0 34.0 34.0 Yellow Time(s) 3.0 3.0 3.0 3.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 6.0 6.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Min Walk Time(s) Flash Don't Walk(s) Pedestrian Calls(#/hr) v/c Ratio 0.54 0.12 0,67 0,61 Control Delay(s/veh) 28.0 20.5 15.9 13.8 Queue Delay 0.0 0.0 0.0 0.0 Total Delay(s/veh) 28.0 20.5 15.9 13.8 Queue Length 50th(ft) 38 7 75 81 Queue Length 95th(ft) #172 36 249 295 Internal Link Dist(ft) 2058 313 754 752 Turn Bay Length(ft) Base Capacity(vph) 379 346 1144 1370 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn _0 _ 0 0 _ 0 Reduced v/c Ratio'i 0.54 0.12 0,44 0,40 Cycle Length:75 Lanes, Volumes, Timings Synchro 12 Report DCL Vanasse &Associates Page 1 2032 No-Build Weekday Morning 1: Chickering Road & Prescott Street 09/03/2025 Lane Configurations Traffic Volume(vph) Future Volume(vph) Lane Util. Factor Frt Flt Protected Satd. Flow(prot) Flt Permitted Satd. Flow(perm)' Satd.Flow(RTOR) Adj. Flow(vph) Lane Group Flow(vph) Turn Type Protected,Phases 9 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 5.0 Minimum Split(s) 20.0 Total Split(s) 20.0 Total Split(%) 27% Maximum Green(s) 170 Yellow Time(s) 2.0 All-Red Time(s) 1.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 Recall Mode None Walk Time(s) 7.0 Flash Don't Walk(s) 100 Pedestrian Calls(#/hr) 6 v/c Ratio Control Delay(s/veh) Queue Delay Total Delay(s/veh) Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio' Lanes, Volumes, Timings Synchro 12 Report DCL Vanasse &Associates Page 2 2032 No-Build Weekday Morning 1: Chickering Road & Prescott Street 09/03/2025 Actuated Cycle Length:48.5 Natural Cycle:65 Control Type:Actuated-Uncoordinated # 95th percentile volume exceeds;capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Chickering Road&Prescott Street 02 09 04 i� 06 08 Lanes, Volumes, Timings Synchro 12 Report DCL Vanasse &Associates Page 3 2032 No-Build Weekday Morning 1: Chickering Road & Prescott Street 09I/03/2025 Lane Configurations Traffic Volume(vph) 18 103 40 10 20 1 59 302 51 1i 498 21 Future Volume(vph) 18 103 40 10 20 1 59 302 51 1 498 21 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 12 10 10 10 12 12 12 12 12 12 Total Lost time(s) 5.0 5.0 6.0 ' 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 Frt 0.97 1.00 0.98 0.99 Flt Protected 0.99 0.98 0.99 1.00 Satd.Flow(prot) 1791 1739 1739 1837 Flt Permitted 0.96 0.89 0.87 1.00 Satd. Flow(perm) 1732 1576 1532 1836 Peak-hour factor, PH 0.79 0.79 0.79 0.73 0.73 0.73 0.82 0.82 0.82 0.95 0.95 0.95 Adj. Flow(vph) 23 130 51 14 27 1 72 368 62 1i 524 22 RTOR Reduction(vph) 0 0 0 0 1 0 0 6 0 0 2 0 Lane Group Flow(vph) 0 204 0 0 41 0 0 496 0 0` 545 0 Heavy Vehicles(%) 6% 2% 0% 0% 0% 0% 2% 8% 4% 0% 3% 0% Turn Type Perm NA Perm NA Perm NA Perm' NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Actuated Green, G(s) 10.6 10.6 23.6 23.6 Effective Green,g(s) 10.6 10.6 23.6 23.6 Actuated g/C Ratio 0.21 0.21 0.47 0.47 Clearance Time(s) 5.0 5.0 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 364 331 717 859 v/s Ratio Prot v/s Ratio Perm c0.12 0.03 c0.32 0.30 v/c Ratio 0.56 0.12 0.69 0.63 Uniform Delay,d1 17.8 16.1 10.5 10.1 Progression Factor 1.00 1.00 1.00 1.00 Incremental Delay,d2 2.0 0.2 2.9 1.5 Delay(s) 19.8 16.3 13.4 11.7 Level of Service B B B B Approach Delay(s/veh) 19.8 16.3 13.4 11.7 Approach LOS B B B B HCM 2000 Control Delay(s/veh) 13.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.61 Actuated Cycle Length(s) 50.4 Sum of lost time(s) 14.0 Intersection Capacity Utilization 73.4% ICU Level of Service D Analysis Period(min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis Synchro 12 Report DCL Vanasse &Associates Page 4 2032 No-Build Weekday Morning 2: High Street & Prescott Street 09/03/2025 Int Delay,s/veh 3.6 Lane Configurations Traffic Vol`,veh/h 102 14 86 95 25 132 Future Vol,veh/h 102 14 86 95 25 132 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop None None Storage Length _0 Veh in Median Storage,# 0 0 0 Grade, % 0 - 0 0 Peak Hour Factor 72 72 73 73 84 84 Heavy Vehicles, % 1 0 6 2 4 0 Mvmt Flow 142 19 118 130 30 157 Conflicting Flow All 400 183 0 0 248 0 Stage 1 183 - - - - Stage 2 217 - Critical Hdwy 6.41 6.2 4.14 - Critical Hdwy Stg 1 5.41 Critical Hdwy Stg 2 5.41 - - - Follow-up Hdwy 3.509 3.3 2.236 Pot Cap-1 Maneuver 608 865 1306 - Stage 1 851 Stage 2 822 - - Platoon blocked, % Mov Cap-1 Maneuver 593 865 - 1306 Mov Cap-2 Maneuver 593 Stage 1 851 - - Stage 2 801 - - HCM Ctrl DIy,s/v 12.02 0 1.25 HCM LOS B Capacity(veh/h) 673 287 - HCM Lane V/C Ratio - 0.239 0.023 HCM Ctrl DIy(s/v) - - 12 7.8 0 HCM Lane LOS - B A A HCM 95th%tile Q(veh) - - 0.9 0.1 - HCM 7th TWSC Synchro 12 Report DCL Vanasse &Associates Page 6 2032 No-Build Weekday Morning 3: High Street & West Mill North Driveway/East Mill Driveway 09/03/2025 Int Delay,s/veh 3.6 Lane Configurations Traffic Vol`,veh/h 34 0 61 13 3 9 26 138 28 29 182 23 Future Vol,veh/h 34 0 61 13 3 9 26 138 28 29 182 23 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None Storage Length Veh in Median Storage,# 0 0 - 0 0 Grade, % 0 0 - 0 0 Peak Hour Factor 82 82 82 63 63 63 77 77 77 82 82 ' 82 Heavy Vehicles, % 3 0 0 0 0 11 0 5 0 0 1 0 Mvmt Flow 41 0 74 21 5 14 34 179 36 35 222 ' 28 Conflicting Flow All 556 590 236 558 586 197 250 0 0 216 0 0 Stage 1 307 307 265 265 - - - - - Stage 2 249 283 - 293 321 - Critical Hdwy 7.13 6.5 6.2 71 6.5 6.31 4.1 4.1' Critical Hdwy Stg 1 6.13 5.5 6.1 5.5 Critical Hdwy Stg 2 6.13 5.5 - 6,1 5.5 - Follow-up Hdwy 3.527 4 3.3 3.5 4 3.399 2.2 2.2 Pot Cap-1 Maneuver 440 423 808 444 425 821 1327 1366 Stage 1 701 665 745 693 Stage 2 753 681 720 655 - - Platoon blocked, % Mov Cap-1 Maneuver 403 398 808 379 400 821 1327 - 1366 - Mov Cap-2 Maneuver 403 398 379 400 Stage 1 680 645 723 673 - Stage 2 713 661 634 636 - HCM Ctrl Dly,s/v 12.52 13.28 1.05 0.95 HCM LOS B B Capacity(veh/h) 236 594 474 218 HCM Lane V/C Ratio 0.025 0.195 0.084 0.026 HCM Ctrl Dly(s/v) 7.8 0 12.5 13.3 7.7 0 HCM Lane LOS A A B B A A HCM 95th%tile Q(veh) 0.1 - 0.7 0.3 0.1 - HCM 7th TWSC Synchro 12 Report DCL Vanasse &Associates Page 8 2032 No-Build Weekday Evening 1: Chickering Road & Prescott Street 09I/03/2025 t /o. t Lane Configurations Traffic Volume(vph) 51 43 36 12 18 4 68 657 49 2 407 27 Future Volume(vph) 51 43 36 12 18 4 68 657 49 2 407 27 Lane Util. Factor 1.00 100 100 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1,00 1,00 Frt 0.963 0.984 0.991 0.992 Flt Protected 0.981 0.983 0.996 Satd. Flow(prot) 0 1795 0 0 1715 0 0 1844 0 0 1833 0 Flt Permitted 0.849 0.878 0.921 0.998 Satd. Flow(perm) 0 1553 0 0 1532 0 0 1705 0 0 1830 0 Satd. Flow(RTOR) 6 6 6 Adj. Flow(vph) 58 49 41 18 27 6 74 714 53 2 442 29 Lane Group Flow(vph) 0 148 0 0 51 0 0 841 0 0 473 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected,Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 10.0 10.0 10.0 10.0 11.0 11.0 11.0 11.0 Total Split(s) 15.0 15.0 15.0 15.0 40.0 40.0 40.0 40.0 Total Split(%) 20.0% 20.0% 20.0% 20.0% 53.3% 53.3% 53.3% 53.3% Maximum Green(s) 100 10.0 10.0 10.0 34.0 34.0 34.0 34.0 Yellow Time(s) 3.0 3.0 3.0 3.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 6.0 6.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Min Walk Time(s) Flash Don't Walk(s) Pedestrian Calls(#/hr) v/c Ratio 0.62 0.21 0.80 0,42 Control Delay(s/veh) 38.7 24.1 20.0 9.5 Queue Delay 0.0 0.0 0.0 0.0 Total Delay(s/veh) 38.7 24.1 20.0 9.5 Queue Length 50th(ft) 45 13 172 65 Queue Length 95th(ft) #148 36 #664 242 Internal Link Dist(ft) 2058 313 754 752 Turn Bay Length(ft) Base Capacity(vph) 250 251 1050 1127 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn _0 _ 0 0 _ 0 Reduced v/c Ratio' 0.59 0.20 0.80 0,42 Cycle Length:75 Lanes, Volumes, Timings Synchro 12 Report DCL Vanasse &Associates Page 1 2032 No-Build Weekday Evening 1: Chickering Road & Prescott Street 09/03/2025 Lane Configurations Traffic Volume(vph) Future Volume(vph) Lane Util. Factor Frt Flt Protected Satd. Flow(prot) Flt Permitted Satd. Flow(perm)' Satd.Flow(RTOR) Adj. Flow(vph) Lane Group Flow(vph) Turn Type Protected,Phases 9 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 5.0 Minimum Split(s) 20.0 Total Split(s) 20.0 Total Split(%) 27% Maximum Green(s) 170 Yellow Time(s) 2.0 All-Red Time(s) 1.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 Recall Mode None Walk Time(s) 7.0 Flash Don't Walk(s) 100 Pedestrian Calls(#/hr) 20 v/c Ratio Control Delay(s/veh) Queue Delay Total Delay(s/veh) Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio' Lanes, Volumes, Timings Synchro 12 Report DCL Vanasse &Associates Page 2 2032 No-Build Weekday Evening 1: Chickering Road & Prescott Street 09/03/2025 Actuated Cycle Length:62.9 Natural Cycle:90 Control Type:Actuated-Uncoordinated # 95th percentile volume exceeds;capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Chickering Road&Prescott Street 02 09 04 i� 06 08 Lanes, Volumes, Timings Synchro 12 Report DCL Vanasse &Associates Page 3 2032 No-Build Weekday Evening 1: Chickering Road & Prescott Street 09I/03/2025 Lane Configurations Traffic Volume(vph) 51 43 36 12 18 4 68 657 49 2 407 27 Future Volume(vph) 51 43 36 12 18 4 68 657 49 2 407 27 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 12 10 10 10 12 12 12 12 12 12 Total Lost time(s) 5.0 5.0 6.0 ' 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 Frt 0.96 0.98 0.99 0.99 Flt Protected 0.98 0.98 1.00 1.00 Satd.Flow(prot) 1794 1715 1844 1833 Flt Permitted 0.85 0.88 0.92 1.00 Satd. Flow(perm) 1554 1531 1707 1829 Peak-hour factor, PH 0.88 0.88 0.88 0.67 0.67 0.67 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow(vph) 58 49 41 18 27 6 74 714 53 2 442 29 RTOR Reduction(vph) 0 0 0 0 5 0 0 2 0 0 2 0 Lane Group Flow(vph) 0 148 0 0 46 0 0 839 0 0` 471 0 Heavy Vehicles(%) 0% 0% 0% 0% 0% 0% 0% 2% 0% 0% 3% 0% Turn Type Perm NA Perm NA Perm NA Perm' NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Actuated Green, G(s) 9.7 9.7 38.7 38.7 Effective Green,g(s) 9.7 9.7 38.7 38.7 Actuated g/C Ratio 0.15 0.15 0.59 0.59 Clearance Time(s) 5.0 5.0 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 230 227 1011 1083 v/s Ratio Prot v/s Ratio Perm c0.10 0.03 c0.49 0.26 v/c Ratio 0.64 0.20 0.83 0.43 Uniform Delay,d1 26.2 24.4 10.7 7.3 Progression Factor 1.00 1.00 1.00 1.00 Incremental Delay,d2 6.0 0.4 5.7 0.3 Delay(s) 32.2 24.8 16.4 7.6 Level of Service C C B A Approach Delay(s/veh) 32.2 24.8 16.4 7.6 Approach LOS C C B A HCM 2000 Control Delay(s/veh) 15.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.75 Actuated Cycle Length(s) 65.3 Sum of lost time(s) 14.0 Intersection Capacity Utilization 88.6% ICU Level of Service E Analysis Period(min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis Synchro 12 Report DCL Vanasse &Associates Page 4 2032 No-Build Weekday Evening 2: High Street & Prescott Street 09/03/2025 Int Delay,s/veh 2.9 Lane Configurations Traffic Vol`,veh/h 90 27 146 104 25 118 Future Vol,veh/h 90 27 146 104 25 118 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop None None Storage Length _0 Veh in Median Storage,# 0 0 0 Grade, % 0 - 0 0 Peak Hour Factor 84 84 73 73 67 67 Heavy Vehicles, % 1 0 1 2 4 1 Mvmt Flow 107 32 200; 142 37 176 Conflicting Flow All 522 271 0 0 342 0 Stage 1 271 - - - - Stage 2 251 - - Critical Hdwy 6.41 6.2 4.14 - Critical Hdwy Stg 1 5.41 Critical Hdwy Stg 2 5.41 - - - Follow-up Hdwy 3.509 3.3 2.236 Pot Cap-1 Maneuver 517 772 1205 - Stage 1 777 Stage 2 793 - - Platoon blocked, % Mov Cap-1 Maneuver 499 772 - 1205 Mov Cap-2 Maneuver 499 Stage 1 777 - - Stage 2 766 - HCM Ctrl DIy,s/v 12.13 0 1 Al HCM LOS B Capacity(veh/h) - 644 315 - HCM Lane V/C Ratio - 0.216 0.031 HCM Ctrl DIy(s/v) 12.1 8.1 0 HCM Lane LOS - B A A HCM 95th%tile Q(veh) - - 0.8 0.1 - HCM 7th TWSC Synchro 12 Report DCL Vanasse &Associates Page 6 2032 No-Build Weekday Evening 3: High Street & West Mill North Driveway/East Mill Driveway 09/03/2025 Int Delay,s/veh 6.7 Lane Configurations Traffic Vol`,veh/h 51 3 51 68 > 1 38 68 161 21 12 155 41 Future Vol,veh/h 51 3 51 68 1 38 68 161 21 12 155 41 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None Storage Length Veh in Median Storage,# 0 0 - 0 0 Grade, % 0 0 - 0 0 Peak Hour Factor 71 71 71 65 65 65 96 96 96 90 90 " 90 Heavy Vehicles, % 3 0 0 0 0 11 0 5 0 0 1 0 Mvmt Flow 72 4 72 105 2 58 71 168 22 13 172 ' 46 Conflicting Flow All 532 553 195 521 565 179 218 0 0 190 0 0 Stage 1 222 222 320 320 - - - - - Stage 2 310 331 - 201 244 - Critical Hdwy 7.13 6.5 6.2 7.1 6.5 6.31 4.1 4.1' Critical Hdwy Stg 1 6.13 5.5 6.1 5.5 Critical Hdwy Stg 2 6.13 5.5 - 6,1 5.5 - Follow-up Hdwy 3.527 4 3.3 3.5 4 3.399 2.2 2.2 Pot Cap-1 Maneuver 457 444 851, 469 437 842 1364 1396 Stage 1 779 724 696 656___ Stage 2 698 649 805 707 - - Platoon blocked, % Mov Cap-1 Maneuver 395 413 851 396 407 842 1364 - 1396 - Mov Cap-2 Maneuver 395 413 396 407 Stage 1 770 716 655 618 - Stage 2 610 611 725 700 - HCM Ctrl Dly,s/v 14.29 16.09 2.12 0.44 HCM LOS B C Capacity(veh/h) 479 535 488 100 HCM Lane V/C Ratio 0.052 0.277 0.337 0.01 HCM Ctrl Dly(s/v) 7.8 0 14.3 16.1 7.6 0 HCM Lane LOS A A B C A A HCM 95th%tile Q(veh) 0.2 - 1.1 1.5 0 - HCM 7th TWSC Synchro 12 Report DCL Vanasse &Associates Page 8 2032 Build 2032 Build Weekday Morning 1: Chickering Road & Prescott Street 09I/03/2025 t /o. t Lane Configurations Traffic Volume(vph) 27 103 49 10 20 1 62 302 51 1i 498 24 Future Volume(vph) 27 103 49 10 20 1 62 302 51 1 498 24 Lane Util. Factor 1.00 100 100 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1,00 1,00 Frt 0.963 0.997 0.983 0.994 Flt Protected 0.993 0.984 0.993 Satd. Flow(prot) 0 1780 0 0 1740 0 0 1740 0 0 1836 0 Flt Permitted 0.945 0.894 0.867 0.999 Satd. Flow(perm) 0 1694 0 0 1581 0 0 1519 0 0 1834 0 Satd. Flow(RTOR) 1 12 4 Adj. Flow(vph) 34 130 62 14 27 1 76 368 62 1 524 25 Lane Group Flow(vph) 0 226 0 0 42 0 0 506 0 0 550 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected,Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 10.0 10.0 10.0 10.0 11.0 11.0 11.0 11.0 Total Split(s) 15.0 15.0 15.0 15.0 40.0 40.0 40.0 40.0 Total Split(%) 20.0% 20.0% 20.0% 20.0% 53.3% 53.3% 53.3% 53.3% Maximum Green(s) 100 10.0 10.0 10.0 34.0 34.0 34.0 34.0 Yellow Time(s) 3.0 3.0 3.0 3.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 6.0 6.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Min Walk Time(s) Flash Don't Walk(s) Pedestrian Calls(#/hr) v/c Ratio 0.61 0.12 0,68 0,61 Control Delay(s/veh) 30.7 20.7 16.3 13.8 Queue Delay 0.0 0.0 0.0 0.0 Total Delay(s/veh) 30.7 20.7 16.3 13.8 Queue Length 50th(ft) 44 7 76 81 Queue Length 95th(ft) #198 36 253 297 Internal Link Dist(ft) 2058 313 754 752 Turn Bay Length(ft) Base Capacity(vph) 369 346 1131 1363 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn _0 _ 0 0 _ 0 Reduced v/c Ratio' 0.61 0.12 0,45 0,40 Cycle Length:75 Lanes, Volumes, Timings Synchro 12 Report DCL Vanasse &Associates Page 1 2032 Build Weekday Morning 1: Chickering Road & Prescott Street 09/03/2025 Lane Configurations Traffic Volume(vph) Future Volume(vph) Lane Util. Factor Frt Flt Protected Satd. Flow(prot) Flt Permitted Satd. Flow(perm)' Satd.Flow(RTOR) Adj. Flow(vph) Lane Group Flow(vph) Turn Type Protected,Phases 9 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 5.0 Minimum Split(s) 20.0 Total Split(s) 20.0 Total Split(%) 27% Maximum Green(s) 170 Yellow Time(s) 2.0 All-Red Time(s) 1.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 Recall Mode None Walk Time(s) 7.0 Flash Don't Walk(s) 100 Pedestrian Calls(#/hr) 6 v/c Ratio Control Delay(s/veh) Queue Delay Total Delay(s/veh) Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio' Lanes, Volumes, Timings Synchro 12 Report DCL Vanasse &Associates Page 2 2032 Build Weekday Morning 1: Chickering Road & Prescott Street 09/03/2025 Actuated Cycle Length:48.7 Natural Cycle:70 Control Type:Actuated-Uncoordinated # 95th percentile volume exceeds;capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Chickering Road&Prescott Street 02 09 04 i� 06 08 Lanes, Volumes, Timings Synchro 12 Report DCL Vanasse &Associates Page 3 2032 Build Weekday Morning 1: Chickering Road & Prescott Street 09I/03/2025 Lane Configurations Traffic Volume(vph) 27 103 49 10 20 1 62 302 51 1i 498 24 Future Volume(vph) 27 103 49 10 20 1 62 302 51 1 498 24 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 12 10 10 10 12 12 12 12 12 12 Total Lost time(s) 5.0 5.0 6.0 ' 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 Frt 0.96 1.00 0.98 0.99 Flt Protected 0.99 0.98 0.99 1.00 Satd. Flow(prot) 1779 1739 1740 1836 Flt Permitted 0.94 0.89 0.87 1.00 Satd. Flow(perm) 1694 1579 1519 1835 Peak-hour factor, PH 0.79 0.79 0.79 0.73 0.73 0.73 0.82 0.82 0.82 0.95 0.95 0.95 Adj. Flow(vph) 34 130 62 14 27 1 76 368 62 1i 524 25 RTOR Reduction(vph) 0 0 0 0 1 0 0 6 0 0 2 0 Lane Group Flow(vph) 0 226 0 0 41 0 0 500 0 0` 548 0 Heavy Vehicles(%) 6% 2% 0% 0% 0% 0% 2% 8% 4% 0% 3% 0% Turn Type Perm NA Perm NA Perm NA Perm' NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Actuated Green, G(s) 10.6 10.6 23.7 23.7 Effective Green,g(s) 10.6 10.6 23.7 23.7 Actuated g/C Ratio 0.21 0.21 0.47 0.47 Clearance Time(s) 5.0 5.0 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 355 331 712 861 v/s Ratio Prot v/s Ratio Perm c0.13 0.03 c0.33 0.30 v/c Ratio 0.64 0.12 0.70 0.64 Uniform Delay,d1 18.2 16.2 10.6 10.1 Progression Factor 1.00 1.00 1.00 1.00 Incremental Delay,d2 3.7 0.2 3.1 1.6 Delay(s) 21.9 16.4 13.7 11.7 Level of Service C B B B Approach Delay(s/veh) 21.9 16.4 13.7 11.7 Approach LOS C B B B HCM 2000 Control Delay(s/veh) 14.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.64 Actuated Cycle Length(s) 50.5 Sum of lost time(s) 14.0 Intersection Capacity Utilization 75.3% ICU Level of Service D Analysis Period(min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis Synchro 12 Report DCL Vanasse &Associates Page 4 2032 Build Weekday Morning 2: High Street & Prescott Street 09/03/2025 Int Delay,s/veh 3.6 Lane Configurations Traffic Vol`,veh/h 108 14 104 113 25 137 Future Vol,veh/h 108 14 104 113 25 137 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop None None Storage Length _0 Veh in Median Storage,# 0 0 0 Grade, % 0 - 0 0 Peak Hour Factor 72 72 73 73 84 84 Heavy Vehicles, % 1 0 6 2 4 0 Mvmt Flow 150 19 142 155 30 163 Conflicting Flow All 442 220 0 0 297 0 Stage 1 220 - - - - Stage 2 223 - Critical Hdwy 6.41 6.2 4.14 - Critical Hdwy Stg 1 5.41 Critical Hdwy Stg 2 5.41 - - - Follow-up Hdwy 3.509 3.3 2.236 Pot Cap-1 Maneuver 574 825 1253 - Stage 1 819 Stage 2 817 - - Platoon blocked, % Mov Cap-1 Maneuver 559 825 - 1253 Mov Cap-2 Maneuver 559 Stage 1 819 - - Stage 2 795 - - HCM Ctrl DIy,s/v 12.78 0 1.23 HCM LOS B Capacity(veh/h) 631 27$ - HCM Lane V/C Ratio - 0.268 0.024 HCM Ctrl DIy(s/v) - 12.8 7.9 0 HCM Lane LOS - B A A HCM 95th%tile Q(veh) - - 1.1 0.1 - HCM 7th TWSC Synchro 12 Report DCL Vanasse &Associates Page 6 2032 Build Weekday Morning 3: High Street & West Mill North Driveway/East Mill Driveway 09/03/2025 Int Delay,s/veh 6.3 Lane Configurations Traffic Vol`,veh/h 34 0 61 67 3 45 26 138 44 40 182 23 Future Vol,veh/h 34 0 61 67 3 45 26 138 44 40 182 23 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None Storage Length Veh in Median Storage,# 0 0 - 0 0 Grade, % 0 0 - 0 0 Peak Hour Factor 82 82 82 63 63 63 77 77 77 82 82 ' 82 Heavy Vehicles, % 3 0 0 0 0 11 0 5 0 0 1 0 Mvmt Flow 41 0 74 106 5 71 34 179 57 49 222 ' 28 Conflicting Flow All 583 637 236 595 623 208 250 0 0 236 0 0 Stage 1 334 334 275 275 - - - - - - Stage 2 249 304 - 320 348 - Critical Hdwy 7.13 6.5 6.2 71 6.5 6.31 4.1 4.1' Critical Hdwy Stg 1 6.13 5.5 6.1 5.5 Critical Hdwy Stg 2 6.13 5.5 - 6,1 5.5 - Follow-up Hdwy 3.527 4 3.3 3.5 4 3.399 2.2 2.2 Pot Cap-1 Maneuver 422 397 808 419 405 810 1327 1343 Stage 1 678 647 735 686___ Stage 2 753 667 696 638 - - Platoon blocked, % Mov Cap-1 Maneuver 354 369 808 354 376 810 1327 - 1343 - Mov Cap-2 Maneuver 354 369 354 376 Stage 1 649 620 714 666 - Stage 2 661 647 605 611 - HCM Ctrl Dly,s/v 13.21 18.13 0.97 1.27 HCM LOS B C Capacity(veh/h) 215 554 455 287 HCM Lane V/C Ratio 0.025 0.209 0.402 0.036 HCM Ctrl Dly(s/v) 7.8 0: 13.2 18.1 7.8 0 HCM Lane LOS A A B C A A HCM 95th%tile Q(veh) 0.1 - 0.8 1.9 0.1 - HCM 7th TWSC Synchro 12 Report DCL Vanasse &Associates Page 8 2032 Build Weekday Evening 1: Chickering Road & Prescott Street 09I/03/2025 t /o. t Lane Configurations Traffic Volume(vph) 55 43 40 12 18 4 75 657 49 2 407 34 Future Volume(vph) 55 43 40 12 18 4 75 657 49 2 407 34 Lane Util. Factor 1.00 100 100 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1,00 1,00 Frt 0.961 0.984 0.992 0.990 Flt Protected 0.980 0.983 0.995 Satd. Flow(prot) 0 1789 0 0 1715 0 0 1844 0 0 1831 0 Flt Permitted 0.846 0.873 0.911 0.998 Satd. Flow(perm) 0 1545 0 0 1523 0 0 1689 0 0 1827 0 Satd. Flow(RTOR) 6 6 7 Adj. Flow(vph) 63 49 45 18 27 6 82 714 53 2 442 37 Lane Group Flow(vph) 0 157 0 0 51 0 0 849 0 0 481 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected,Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 10.0 10.0 10.0 10.0 11.0 11.0 11.0 11.0 Total Split(s) 15.0 15.0 15.0 15.0 40.0 40.0 40.0 40.0 Total Split(%) 20.0% 20.0% 20.0% 20.0% 53.3% 53.3% 53.3% 53.3% Maximum Green(s) 100 10.0 10.0 10.0 34.0 34.0 34.0 34.0 Yellow Time(s) 3.0 3.0 3.0 3.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 6.0 6.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Min Walk Time(s) Flash Don't Walk(s) Pedestrian Calls(#/hr) v/c Ratio 0.65 0.21 0,82 0,43 Control Delay(s/veh) 40.4 24.0 21.1 9.7 Queue Delay 0.0 0.0 0.0 0.0 Total Delay(s/veh) 40.4 24.0 21.1 9.7 Queue Length 50th(ft) 47 13 176 67 Queue Length 95th(ft) #159 36 #676 247 Internal Link Dist(ft) 2058 313 754 752 Turn Bay Length(ft) Base Capacity(vph) 249 250 1036 1121 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn _0 _ 0 0 _ 0 Reduced v/c Ratio'i 0.63 0.20 0,82 0,43 Cycle Length:75 Lanes, Volumes, Timings Synchro 12 Report DCL Vanasse &Associates Page 1 2032 Build Weekday Evening 1: Chickering Road & Prescott Street 09/03/2025 Lane Configurations Traffic Volume(vph) Future Volume(vph) Lane Util. Factor Frt Flt Protected Satd. Flow(prot) Flt Permitted Satd. Flow(perm)' Satd.Flow(RTOR) Adj. Flow(vph) Lane Group Flow(vph) Turn Type Protected,Phases 9 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 5.0 Minimum Split(s) 20.0 Total Split(s) 20.0 Total Split(%) 27% Maximum Green(s) 170 Yellow Time(s) 2.0 All-Red Time(s) 1.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 Recall Mode None Walk Time(s) 7.0 Flash Don't Walk(s) 100 Pedestrian Calls(#/hr) 20 v/c Ratio Control Delay(s/veh) Queue Delay Total Delay(s/veh) Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio' Lanes, Volumes, Timings Synchro 12 Report DCL Vanasse &Associates Page 2 2032 Build Weekday Evening 1: Chickering Road & Prescott Street 09/03/2025 Actuated Cycle Length:62.9 Natural Cycle:90 Control Type:Actuated-Uncoordinated # 95th percentile volume exceeds;capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Chickering Road&Prescott Street 02 09 04 i� 06 08 Lanes, Volumes, Timings Synchro 12 Report DCL Vanasse &Associates Page 3 2032 Build Weekday Evening 1: Chickering Road & Prescott Street 09I/03/2025 Lane Configurations Traffic Volume(vph) 55 43 40 12 18 4 75 657 49 2 407 34 Future Volume(vph) 55 43 40 12 18 4 75 657 49 2 407 34 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 12 10 10 10 12 12 12 12 12 12 Total Lost time(s) 5.0 5.0 6.0 ' 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 Frt 0.96 0.98 0.99 0.99 Flt Protected 0.98 0.98 1.00 1.00 Satd.Flow(prot) 1791 1715 1844 1829 Flt Permitted 0.85 0.87 0.91 1.00 Satd. Flow(perm) 1546 1524 1688 1826 Peak-hour factor, PH 0.88 0.88 0.88 0.67 0.67 0.67 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow(vph) 63 49 45 18 27 6 82 714 53 2 442 37 RTOR Reduction(vph) 0 0 0 0 5 0 0 2 0 0 3 0 Lane Group Flow(vph) 0 157 0 0 46 0 0 847 0 0` 478 0 Heavy Vehicles(%) 0% 0% 0% 0% 0% 0% 0% 2% 0% 0% 3% 0% Turn Type Perm NA Perm NA Perm NA Perm' NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Actuated Green, G(s) 9.9 9.9 38.5 38.5 Effective Green,g(s) 9.9 9.9 38.5 38.5 Actuated g/C Ratio 0.15 0.15 0.59 0.59 Clearance Time(s) 5.0 5.0 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 234 231 996 1078 v/s Ratio Prot v/s Ratio Perm c0.10 0.03 c0.50 0.26 v/c Ratio 0.67 0.20 0.85 0.44 Uniform Delay,d1 26.1 24.2 11.0 7.4 Progression Factor 1.00 1.00 1.00 1.00 Incremental Delay,d2 7.4 0.4 6.9 0.3 Delay(s) 33.5 24.6 17.9 7.7 Level of Service C C B A Approach Delay(s/veh) 33.5 24.6 17.9 7.7 Approach LOS C C B A HCM 2000 Control Delay(s/veh) 16.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.77 Actuated Cycle Length(s) 65.2 Sum of lost time(s) 14.0 Intersection Capacity Utilization 90.1% ICU Level of Service E Analysis Period(min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis Synchro 12 Report DCL Vanasse &Associates Page 4 2032 Build Weekday Evening 2: High Street & Prescott Street 09/03/2025 Int Delay,s/veh 3.1 Lane Configurations Traffic Vol`,veh/h 104 27 154 112 25 132 Future Vol,veh/h 104 27 154 112 25 132 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop None None Storage Length _0 Veh in Median Storage,# 0 0 0 Grade, % 0 - 0 0 Peak Hour Factor 84 84 73 73 67 67 Heavy Vehicles, % 1 0 1 2 4 1 Mvmt Flow 124 32 211 153 37 197 Conflicting Flow All 559 288 0 0 364 0 Stage 1 288 - - - - Stage 2 272 - - Critical Hdwy 6.41 6.2 4.14 - Critical Hdwy Stg 1 5.41 Critical Hdwy Stg 2 5.41 - - - Follow-up Hdwy 3.509 3.3 2.236 Pot Cap-1 Maneuver 492 756 1183 - Stage 1 764 Stage 2 776 - - Platoon blocked, % Mov Cap-1 Maneuver 474 756 - 1183 Mov Cap-2 Maneuver 474 Stage 1 764 - - Stage 2 749 - - HCM Ctrl Dly,s/v 13.2 0 1.3 HCM LOS _B Capacity(veh/h) 594 287 - HCM Lane V/C Ratio - 0.262 0.032 HCM Ctrl Dly(s/v) - 13.2 8.1 0 HCM Lane LOS - B A A HCM 95th%tile Q(veh) - - 1 0.1 - HCM 7th TWSC Synchro 12 Report DCL Vanasse &Associates Page 6 2032 Build Weekday Evening 3: High Street & West Mill North Driveway/East Mill Driveway 09/03/2025 Int Delay,s/veh 8.8 Lane Configurations Traffic Vol`,veh/h 51 3 51 92 1 54 68 161 63 40 155 41 Future Vol,veh/h 51 3 51 92 1 54 68 161 63 40 155 41 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None Storage Length Veh in Median Storage,# 0 0 - 0 0 Grade, % 0 0 - 0 0 Peak Hour Factor 71 71 71 65 65 65 96 96 96 90 90 " 90 Heavy Vehicles, % 3 0 0 0 0 11 0 5 0 0 1 0 Mvmt Flow 72 4 72 142 2 83 71 168 66 44 172 ' 46 Conflicting Flow All 594 659 195 605 649 201 218 0 0 233 0 0 Stage 1 284 284 342 342 - - - - - Stage 2 310 375 - 263 307 - Critical Hdwy 7.13 6.5 6.2 7.1 6.5 6.31 4.1 4.1' Critical Hdwy Stg 1 6.13 5.5 6.1 5.5 Critical Hdwy Stg 2 6.13 5.5 - 6,1 5.5 - Follow-up Hdwy 3.527 4 3.3 3.5 4 3.399 2.2 2.2 Pot Cap-1 Maneuver 415 386 851, 412 391 818 1364 1346 Stage 1 721 680 677 641___ Stage 2 698 621 746 665 - - Platoon blocked, % Mov Cap-1 Maneuver 336 349 851 338 354 818 1364 - 1346 - Mov Cap-2 Maneuver 336 349 338 354 Stage 1 694 654 636 603 - Stage 2 588 583 653 640 - HCM Ctrl Dly,s/v 15.91 22.23 1.81 1.32 HCM LOS C C Capacity(veh/h) 397 477 431 293 HCM Lane V/C Ratio 0.052 0.31 0.525 0.033 HCM Ctrl Dly(s/v) 7.8 0 15.9 22.2 7.8 0 HCM Lane LOS A A C C A A HCM 95th%tile Q(veh) 0.2 - 1.3 3 0.1 - HCM 7th TWSC Synchro 12 Report DCL Vanasse &Associates Page 8