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2001-05-18 Airport Study
L]` 1-7155 F] 5�� {^fin j 1 1 , ' ri r, R 7 F JAI on u h Ando % scan U Y 17 2 %AITvanispofttJon Enghnows & Manners 10 New England Business Center ®rive Suite 314 Andover, MA 01310-1066 EXPANDED ENVIRONMENTAL NOTIFICATION FORM TRAFFIC IMPACT AND ACCESS STUDY PROPOSED LAWRENCE AIRPORT INDUSTRIAL PARK NORTH ANDOVER, MASSACHUSETTS Prepared for: GALE ASSOCIATES, INC. Pembroke, Massachusetts May 2001 Prepared by: VANASSE & ASSOCIATES, INC. Transportation Engineers & Planners 10 New England Business Center Drive Suite 314 Andover, MA 01810 Copyright(0 2001 by VAI All Rights Reserved CONTENTS INTRODUCTION ........................................................................................................................... 1 ProjectDescription............................................................................................................. 1 StudyMethodology ............................................................................................................ 1 EXISTINGCONDITIONS..............................................................................................................3 Geometry............................................................................................................................3 ExistingTraffic Volumes ...................................................................................................6 PublicTransportation .........................................................................................................8 FUTURECONDITIONS.................................................................................................................9 BackgroundTraffic Growth ...............................................................................................9 Specific Development by Others........................................................................................9 General Background Growth............................................................................................ 10 Planned Roadway Improvements..................................................................................... 10 No-Build Traffic Volumes................................................................................................ 10 Site-Generated Traffic...................................................................................................... 10 Trip Distribution and Assignment.................................................................................... I I Future Traffic Volumes - Build Condition....................................................................... 12 TRAFFICOPERATIONS ANALYSIS......................................................................................... 13 Methodology..................................................................................................................... 13 AnalysisResults................................................................................................................ 16 Traffic Signal Warrants Analysis..................................................................................... 17 CONCLUSIONS AND RECOMMENDATIONS ........................................................................ 19 Conclusions....................................................................................................................... 19 Recommendations............................................................................................................. 19 Summary...........................................................................................................................21 3079/EENFTIAS/0501 FIGURES No. Title I Site Location Map 2 Roadway Jurisdiction Map 3 Study Area Map 4 2001 Existing Weekday Morning Peak-Hour Traffic Volumes 5 2001 Existing Weekday Evening Peak-Hour Traffic Volumes 6 2006 No-Build Weekday Morning Peak-Hour Traffic Volumes 7 2006 No-Build Weekday Evening Peak-Hour Traffic Volumes 8 Trip Distribution Map 9 Site-Generated Weekday Morning Peak-Hour Traffic Volumes 10 Site-Generated Weekday Evening Peak-Hour Traffic Volumes 11 2006 Build Weekday Morning Peak-Hour Traffic Volumes 12 2006 Build Weekday Evening Peak-Hour Traffic Volumes 13 Conceptual Improvement Plan—Osgood Street at Holt Road 14 Truck Access Plan—Osgood Street at Holt Road 3079/EENFTIAS/0501 TABLES No. Title 1 Existing Traffic-Volume Summary 2 Accident Data Summary 3 Lawrence Station Peak-Hour Commuter Rail Service 4 Site Trip-Generation Summary 5 Vehicle-Trip-Distribution Summary 6 Traffic-Volume Increases 7 Level-of-Service Criteria for Unsignalized Intersections 8 Level-of-Service Criteria for Signalized Intersections 9 Intersection Capacity Analysis Summary 10 Traffic Signal Warrants I 1 Traffic Signal Warrants Analysis—Osgood Street at Holt Road 3099/EENFTIAS/0501 INTRODUCTION Vanasse & Associates, Inc. (VAI) has conducted a Traffic Impact and Access Study (TIAS) as a part of an Expanded Environmental Notification Form (EENF)filing in order to assess the traffic impacts associated with a proposed industrial park development to be known as the Lawrence Airport Industrial Park and located on the west side of Clark Street and north of the Lawrence Municipal Airport in North Andover, Massachusetts. This report identifies and analyzes existing and future traffic volumes, both with and without the project, on roadways immediately adjacent to the project site. The study area includes seven existing intersections: Route 125 at the Route 125 Connector; Route 125 at the Lucent Technologies northern employee driveway; Route 125 at the Lucent Technologies southern employee driveway; Osgood Street at Holt Road; Osgood Street at Barker Street; Osgood Street at Great Pond Road (Route 133); and Osgood Street (Route 125/Route 133) at Sutton Street. Site access will be provided by way of four new drive- ways to be located along the west side of Clark Street. PROJECT DESCRIPTION The proposed project will entail the construction of a 312,000 square foot (sf) industrial park development comprised of four separate buildings to be located on a 48±-acre parcel of land bounded by Clark Street and commercial properties to the east; the Lawrence Municipal Airport to the west; the Lawrence Municipal Airport to the south; and the Merrimack River, the B&M railroad, and Clark Street to the north. The site is primarily undeveloped, consisting of areas of open and wooded space. Access to the proposed development will be provided by way of four new driveways to be located along the west side of Clark Street. Clark Street will be extended parallel to the B&M railroad right-of-way as a part of the proposed project. On-site parking will be provided in accordance with Town requirements. Figure 1 depicts the site location,in relation to the local roadway network. Rail facilities, sensitive receptors such as schools and parks along with roadway jurisdiction have been shown on Figure 2. STUDY METHODOLOGY This study was performed in consultation with the Town of North Andover and the Massachusetts Highway Department (MassHighway) and was conducted in three distinct stages. The first stage involved an assessment of existing traffic conditions in the study area and included an inventory of roadway geometries, observations of traffic flow, and collection of daily and peak-period traffic counts. 3079/EENFTIAS/0501 1 INTE HAN 1 AA a 4 \ r n i 1 1 ' . I f� ✓•` r Y 4,� , 1 ,i, '_%s'*, 2 is weF @f 1 k i �'1 '- l�j 5 a C4 1• _ __ .23r 'a,. ,,.� XVI 8N, I fs {fit Tree bsB� a f t � r 113 213 `'r f s' ��w��.g �.� t_'"'"°�.«` �� f..'�i l�`� �� ° e 1a'1'Sf k�6 � i° v �ti iR�F' 4�APdE E``110 ttS I rL. 181�'di �;• � i � RENE` 7, a F { ITE Y _NOR H 5/ - � �` � �:, , o F f „ I t N a� ` �a s, �ceBArPavoaa f 133 fra 125 lk mommmomm Figure 1 y. s jar J. n fits Location Map R:\3079\3079slm.dwg 05/08/01 03:14:05 PM PM EDT Copyright © 1998 by VAL All Rights Reserved. t VIN .V, Legend: I t N s 2 mommom State Jurisdiction = s' Ommmm Local Jurisdiction `�'"'��--.,,�,. � ���' ��kr ( l` it ,-k � i ✓r �' e � 3 �,�.�.�'^^,,. {� ;l Al, �. ' 4 25>'3 �C ,! t s is _. am J t t 213 ad , War 144 T— v, 125 110 `1• ,,_,J =�.:•"� f b1 i Wr * 1 w itPts r !. ' �RMC ¢ if l !' - -- NO. < m NOIZ'�H miDOVER`., "PuENCE 96 tTipt - - - sf ,. ,.. ...-..• - r �.._. - :� ,.-,,,,tom, I NO Figure Roadway Jurisdiction Map R:\3079\3079rj.dwg 05/OS/01 02:59:38 PM PM EDT Copyright © 1998 by VAL All Rights Reserved. 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 five-year time horizon was selected for analysis consistent with state guidelines for the preparation of Traffic Impact Assessments (TIAs). The traffic analysis conducted in stage two identifies existing or projected future road- way capacity and traffic safety 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. 3079/EENFTIAS/0501 2 EXISTING CONDITIONS A comprehensive field inventory of traffic conditions on the study area roadways was conducted in January and February 2000, and April and May 2001. The field investigation consisted of an inventory of existing roadway geometries, traffic volumes, and operating characteristics, as well as posted speed limits and land use information within the study area. The study area for the project was developed in consultation with the Town of North Andover and was selected to con- tain the major roadways providing access to the project site including Route 125, Route 133, and the Route 125 Connector, as well as the seven major intersections located along these roadways which are listed below and depicted on Figure 3. 1. South Main Street(Route 125) at Route 125 Connector 2, Osgood Street(Route 125) at the Lucent Technologies north employee driveway 3. Osgood Street(Route 125) at the Lucent Technologies south employee driveway 4. Osgood Street(Route 125) at Holt Road 5. Osgood Street(Route 125) at Barker Street 6. Osgood Street(Route 125/133) at Great Pond Road (Route 133) 7. Osgood Street(Route 125/133)at Sutton Street GEOMETRY Roadways Osgood Street (Route 125) Osgood Street is a four-lane, arterial roadway under state jurisdiction that traverses the study area in a general north/south direction. In the vicinity of the project site, Osgood Street is approximately 43 feet in width, providing four 10- to 12-foot wide travel lanes separated by a double yellow centerline, with variable width marked shoulders provided on either side of the roadway. The posted speed limit along Osgood Street, in the vicinity of the project site, is 40 miles per hour (mph). Illumination is provided by street lights mounted on wood poles. Land use along Osgood Street, within the study area, consists of a mix of commercial properties, resi- dential homes and agricultural issues,with areas of wooded and open space. 3079/EENFTIAS/0501 3 y Le end- !NTE iANt d_ Turning Movement �s 4 Count Location am r r } r ve( Pik " _t { ` ! 44, ±;t \ y t `` t w f s _ fY „<. "-- ```�• ' S h Ybi 'm.�„"' t ,. `t alv� TMLC 113 213 � ` a 1110 10 jr 1� �� f P f 'k f � k • SITE1 �Rk !-� _Y a �• esterhk - ` NI)OVEN , ae#sr; +i[UFiENGE; -1`0�/� }t `,� 5� e.. U11�CIP,At. AIRP ,T," ,� ' ." �� 11rs1 ail { x Ft FF m f ���� �Q" �k r+ \ ,a '� � �, s�., � 6RfAT POK�ROAO. � -....✓ _ __ 125 Figure Study Area Map R:\3079\3079som.dwg 05/08/01 03:39:16 PM PM EDT Copyright © 1998 by VAL All Rights Reserved. Intersections Route 125(South Main Street) at the Route 125 Connector Route 125 Connector intersects South Main Street(Route 125) from the west to form a multi-leg intersection under traffic signal control. The South Main Street northbound approach to the Route 125 Connector consists of two I I- to 21-foot wide general-purpose travel lanes, with 1- foot wide marked shoulders provided. Vehicles continuing northbound on South Main Street bypass the intersection by way of two 10- to 10.5-foot wide travel lanes. The South Main Street southbound approach consists of two 10- to I 1-foot wide general-purpose travel lanes. Vehicles that turn right from South Main Street southbound onto the Route 125 Connector exit South Main Street north of the intersection by way of a 20-foot wide right-turn slip-ramp under YIELD-sign control. Directional flow along South Main Street approaching the intersection is separated by raised, grass islands and by way of a double yellow centerline north and south of the intersection. The Route 125 Connector eastbound approach consists of two 11-foot wide general-purpose lanes, with right-turning vehicles exiting prior to the intersection by way of a 25-foot wide, channelized, right-turn slip ramp that is under YIELD-sign control. Directional flow along the Route 125 Connector is separated by a grass median. Illumination is provided by street lights mounted on wood poles. Land use in the vicinity of the intersection consists of commercial properties and areas of open and wooded space. The traffic signal operates in a three-phase, full-traffic actuated mode. Pedestrian signal equipment and phasing are not pro- vided as a part of the traffic signal system. Route 125(Osgood Street) at the Lucent Technologies Northern Employee Driveway The Lucent Technologies northern employee driveway intersects Osgood Street from the west to form a T-type intersection under traffic signal control. The Osgood Street northbound approach consists of two 11- to 11.5-foot wide general-purpose travel lanes, with a I-foot wide marked shoulder provided. The Osgood Street southbound approach consists of two 11-foot wide general-purpose travel lanes and an 11-foot wide right-turn lane, with a I-foot wide marked shoulder provided. Directional flow along Osgood Street is separated by a double yellow cen- terline. The Lucent Technologies northern employee driveway eastbound approach consists of a left-turn lane and a shared left/right-turn lane. Directional flow along the Lucent Technologies northern employee driveway is separated by concrete barriers. The posted speed limit along the Lucent Technologies northern employee driveway is 15 mph. Illumination is provided by street lights mounted on steel poles. Land use in the vicinity of the intersection consists of Lucent Technologies, residential properties, and areas of open and wooded space. The traffic signal is interconnected with the Lucent Technologies southern employee driveway and operates in a three-phase, full-traffic actuated mode, with a northbound advance phase provided. Pedestrian signal equipment and phasing are not provided as a part of the traffic signal system. Route 125 (Osgood Street) at the Lucent Technologies Southern Employee Driveway The Lucent Technologies southern employee driveway intersects Osgood Street from the west to form this T-type intersection under traffic signal control. The Osgood Street northbound approach consists of two 11- to 12-foot wide general-purpose travel lanes, with a 2-foot wide marked shoulder provided. The Osgood Street southbound approach consists of two I l- to 12- foot wide general-purpose travel lanes and a 12-foot wide right-turn lane, with a 2-foot wide marked shoulder provided. Directional flow along Osgood Street is separated by a double yellow centerline. The Lucent Technologies southern employee driveway eastbound approach consists of separate left- and right-turn lanes. Directional travel along the Lucent Technologies southern employee driveway is separated by a double yellow centerline. A 5-foot wide concrete sidewalk is provided along the west side of Route 125, with a crosswalk provided across the Lucent Technologies southern employee driveway approach. Illumination is provided by way of street lights mounted on steel poles. Land use in the vicinity of this intersection consists of Lucent Technologies and areas of open and wooded space. The traffic signal is interconnected with the Lucent Technologies northern employee driveway and operates in a three-phase, full- 3079/EENFTIAS/050] 4 traffic actuated mode, with a northbound advance phase provided. Pedestrian signal equipment and phasing are not provided as a part of the traffic signal system. Osgood Street at Holt Road Holt Road intersects Osgood Street from the west to form a three-legged, T-type intersection under STOP-sign control. The Osgood Street northbound approach consists of a 13-foot wide exclusive left-turn lane and two general-purpose travel lanes approximately 12 feet wide, with an 8-foot wide marked shoulder provided. The Osgood Street southbound approach consists of two 1 I- to 12-foot wide through travel lanes and a 10-foot wide right-turn lane, with no marked shoulder provided. Directional flow along Osgood Street approaching the intersection is sepa- rated by a raised median. The posted speed limit on both Osgood Street approaches to the inter- section is 40 mph. The Holt Road eastbound approach consists of an 18-foot wide left-turn lane under STOP-sign control, with right turning vehicles exiting prior to the intersection by way of a 12-foot wide, channelized, right-turn slip ramp to Osgood Street that is under YIELD-sign con- trol. Directional flow along Holt Road is separated by a double yellow centerline. The posted speed limit along Holt Road approaching the intersection is 35 mph. Illumination is provided by street lights mounted on wood poles. Land use in the vicinity of the intersection consists of Microwave Engineering and areas of open space. Osgood Street at Barker Street Barker Street and a commercial driveway intersect Osgood Street from the east and west, respec- tively, to form a four-legged intersection under STOP control. The Osgood Street north and southbound approaches consist of two 10- to 12-foot wide general-purpose travel lanes, with 1- foot marked wide shoulders provided. Directional flow along Osgood Street is separated by a double yellow centerline. The Barker Street westbound approach consists of a 13.5-foot wide general-purpose travel lane under STOP-sign control, with no marked shoulders provided. Directional flow along Barker Street approaching Osgood Street is separated by a raised island. A commercial driveway is located opposite Barker Street and forms the fourth leg to the inter- section. The driveway consists of a U-shaped accessway with no marked centerline and is under STOP control. Illumination is provided by street lights mounted on wood poles. Land use in the vicinity of the intersection consists of McLay's Florist and Garden Center, Forgetta's Flowers, and other commercial uses, as well as areas of open and wooded space. Osgood Street at Great Pond Road (Route 133) Great Pond Road (Route 133) intersects Osgood Street from the east to form a T-type intersec- tion under traffic signal control. The Osgood Street northbound approach consists of two 11- to 12-foot wide general-purpose travel lanes, with a 3-foot wide shoulder provided. Vehicles that turn right from Osgood Street northbound onto Great Pond Road exit Osgood Street south of the intersection by way of a 22-foot wide right-turn slip ramp. The Osgood Street southbound approach consists of two 11-foot wide general-purpose travel lanes. Directional flow along Osgood Street is separated by a double yellow centerline. The Great Pond Road westbound approach consists of a 25-foot wide exclusive left-turn lane, with right-turning vehicles exiting prior to the intersection by way of a 14-foot wide, channelized, right-turn slip ramp that is under STOP-sign control. Directional flow along Great Pond Road is separated by a double yellow centerline. Illumination is provided by street lights mounted on wood poles. Land use in the vicinity of the intersection consists of The Shops at Butcher Boy Marketplace, an ice cream shop and areas of open and wooded space. The traffic signal operates in a two-phase, semi-traffic actuated mode. Pedestrian signal equipment and phasing are not provided as a part of the traffic signal system. Osgood Street (Route 125/133) at Sutton Street Sutton Street intersects Osgood Street from the west to form this T-type intersection under traffic signal control. The Osgood Street northbound approach consists of an 18-foot wide travel lane, with a 1-foot wide marked shoulder, that functions as a two-lane approach and divides into two 3079/EENTTIAS/0501 5 I I- to 12-foot wide travel lanes with a 1-foot wide marked shoulder north of the intersection. The Osgood Street southbound approach consists of two I I- to 12-foot wide general-purpose travel lanes,with right-turning vehicles exiting prior to the intersection by way of a 21-foot wide, channelized, right-turn slip ramp. Directional flow along Osgood Street is separated by a double yellow centerline. The Sutton Street eastbound approach consists of a 21-foot wide travel lane that functions as two left-turn lanes, with right turning vehicles exiting prior to the intersection by way of a 21-foot wide, channelized, right-turn slip ramp: Illumination is provided by way of street lights mounted on wood poles. Land use in the vicinity of this intersection consists of the China Blossom restaurant and areas of open and wooded space. The traffic signal operates in a two-phase, semi-actuated mode. Pedestrian signal equipment and phasing are not provided as a part of the traffic signal system. EXISTING TRAFFIC VOLUMES Manual turning movement counts (TMCs) were conducted in January and February 2000, and April and May 2001 at the intersections of Route 125 at the Route 125 Connector; Route 125 at the Lucent Technologies northern driveway; Route 125 at the Lucent Technologies southern driveway; Osgood Street at Holt Road; Osgood Street at Barker Street; Osgood Street at Great Pond Road (Route 133); and Osgood Street (Route 125/133) at Sutton Street; during the week- day morning (7:00 to 9:00 AM) and evening (4:00 to 6:00 PM) peak periods. Daily traffic vol- umes on Osgood Street were collected with automatic traffic recorder (ATR) counts for a twenty-four-hour period also in April 2001. The TMCs conducted in 2000 were adjusted to 2001 by applying a general background traffic growth factor. A detailed discussion of the develop- ment of the background traffic growth rate for the study area is presented in the Future Conditions section of this report. The existing traffic volumes are summarized in Table 1. Table 1 EXISTING TRAFFIC-VOLUME SUMMARY Weekday Morning Peak Hour Weekday Evening Peak Hour K Factor K Factor Vehicles (percent of Directional Vehicles (percent of Directional Location ADT' per hour Daily Traffic) Distribution per hour Daily Traffic) Distribution` Osgood Street, 20,025 1,646 8.2 67.8%SB 1,743 8.7 55.0%NB south of Holt Road 'Average daily traffic in vehicles per day. bPercent traveling in peak direction. NB=northbound; SB=Southbound. As shown in Table 1, Osgood Street in the vicinity of the project site carries approximately 20,025 vehicles per day (vpd) on a typical weekday, with approximately 1,646 vehicles per hour (vph) during the weekday morning peak hour and 1,743 vph during the weekday evening peak hour. A review of the peak-period traffic counts indicates that the weekday morning peak hour gener- ally occurs from 7:15 to 8:15 AM,with the weekday evening peak hour generally occurring from 4:30 to 5:30 PM. Seasonal Adjustments In order to evaluate the potential for seasonal fluctuation of traffic volumes within the study area, historic traffic data were reviewed for the nearest MassHighway permanent count station located on Routes 114 and 125, north of the Andover By-Pass, in North Andover. Traffic volumes for the months of January and February are approximately 10.4 and 2.8 percent below-average- 3079/EENFTIAS/0501 6 month conditions; therefore, the January and February traffic volumes collected as a part of this study were adjusted upwards by 10.4 and 2.8 percent, respectively, in order to reflect average- month conditions in accordance with State guidelines. Traffic volumes for the months of April and May are approximately 2.5 percent above-average-month conditions. In order to provide a conservative (above-average) analysis scenario, the April and May traffic volumes were not adjusted downward to average-month conditions. The 2001 Existing weekday morning and eve- ning peak-hour traffic volumes are depicted on Figures 4 and 5, respectively. Existing Intersection Accident Data Accident information for the study area intersections was provided by the MassHighway Safety Management/Traffic Operations Unit for the most recent three-year period available (1997 through 1999). The data is summarized by intersection, type, severity, and day of occurrence and presented in Table 2. Table 2 ACCIDENT DATA SUMMARY Location Rte. 125/ Ric. 125/ Lucent Rte. 125 Technologies Rte 125/ Rte. 125/ Rte. 125/ Rte, 125/133/ Connector Driveways Holt Rd. Barker St. Great Pond Rd. Sutton St. Year: 1997 5 6 0 2 3 9 1998 6 5 1 1 7 5 1999 12 5 1 0 3 8 Total 23 16 2 3 13 22 Average 7.67 5.33 0.67 1.00 4.33 7.33 Significant?' No No No No No No Type: Angle 8 5 1 3 7 13 Rear-End 9 8 0 0 3 7 Head-On 1 1 0 0 1 2 Other 5 2 1 0 2 0 Total 23 16 2 3 13 22 Day of Week: Monday-Friday 16 15 1 3 13 18 Saturday 4 1 1 0 0 2 Sunday 3 0 0 0 0 2 Total 23 16 2 3 13 22 Severity: Property Damage Only 17 9 2 0 10 13 Personal Injury 6 7 0 3 3 9 Fatal 0 0 0 0 0 0 Total 23 16 2 3 13 22 'Source: MassHighway Safety Management/Traffic Operations Unit, 1997 through 1999. 'The intersection accident(crash) rate is significant if it is found to exceed 0.59 accidents per million vehicles entering the intersection for unsignalized intersections and 0.87 accidents per million vehicles entering the intersection for signalized intersections as defined by MassHighway for MassHighway District in which the project is located(District 4). As can be seen in Table 2, study area intersections averaged approximately 8 or fewer motor vehicle accidents per year over the three-year period reviewed. The signalized intersection of Route 125 at the Route 125 Connector experienced the largest number of accidents, with 23 accidents occurring over the three-year period. The majority of the accidents (17 out of 23) involved property damage only, occurred on a weekday (16 out of 23), and involved rear-end- 3079/EENFTIAS/0501 7 � g R / OU f ,F \ co 2s r 3.1 1 125Q)N 41f, ,/tf �4 OOD r _ oR IF N l$ l\ p t "M 15--3' a R10 u\' yyU gkM a � �� LUCENT TECHNOLOGIES C� N a a \ 65-1 1 r HAVERHILL N O N� HOLT ROPD s SITE ,�, N o Ntk �VIN w \ w V R y�� �o�o�� l� \ LAWRENCE N o MUNICIPAL �y AIRPORT L 67 �9 05GOdD 390 GREAT POND ROAD 6 -- 01 5y$� 133 NORTH N ANDOVER � tP°,P � �OCHJCHE�✓!CK \ J ) m Not To Scale Note: Imbalances exist due to numerous curb cuts and side streets that are not shown. „1/anasse cYc Assocra#es,f/]G,, Figure 4 I 2001 Existing Weekday Morning Peak Hour Traffic Volumes R:\3079\3079nt04.dwg 05/07/01 08:07:02 AM AM EDT Copyright © 2000 by VAL All Rights Reserved. c / / F \ RO UTe / CO 12S �Nec o T R � N r 1 125 r R7WE � � r OOD RN IF FAR t U.3 23 C,4 ID £/ kM847 N LUCENT ID TECHNOLOGIES k 179� a 3 88 o HAVERHILL Y � t s \ d HOLT ROAD SI®G � a L wAl LU gPRRE yi rv�aa yCF- 14 1� LA WRENCE 0)�"' MUNICIPAL AIRPORT 0 L 53 �p r 189 GREAT POND ROAD 133 NORTH ����� a3� w� ANDOVER v Z Note: Imbalances exist due to numerous curb cuts and Not To Scale side streets that are not shown. Nil I a„Vaasse'' �►ssocia#es, :Inc. Figure 5 2001 Existing Weekday Evening Peak Hour Traffic Volumes R:\3079\3079nt05.dwg 05/07/01 08:12:47 AM AM EDT Copyright ©2000 by VAi, All Rights Reserved. type collisions (9 out of 23). All of the study intersections were found to have an accident (crash) rate below the MassHighway District 4 average for signalized or unsignalized intersec- tions, as appropriate. The detailed MassHighway Crash Rate Worksheets are included in the Appendix of this report. No fatal motor vehicle accidents were reported at the study area inter- sections over the three-year review period. PUBLIC TRANSPORTATION The Town of North Andover and the study area are served by public transportation provided by the Massachusetts Bay Transit Authority (MBTA) and the Merrimack Valley Regional Transit Authority(MVRTA), including local bus routes and commuter rail service. Commuter Rail Service The MBTA Haverhill line of the commuter rail provides service to Lawrence and North Andover from North Station in Boston by way of the Lawrence commuter rail station located at the inter- section of Merrimack Street at Foster Street. Connections to the commuter rail station are pro- vided by way of MVRTA bus routes 33, 39A, and 39B. Table 3 presents the updated (September 18,2000)peak-hour commuter rail service schedule for the Lawrence commuter rail station. For the purpose of this study, inbound commuter rail trips are defined as those trips inbound to the Lawrence station from North Station, with outbound trips representing the reverse trip (Lawrence station to North Station). Table 3 LAWRENCE STATION PEAK-HOUR COMMUTER RAIL SERVICEa Inbound (North Station to Lawrence) Depart North Station 7:19 AM 8:55 AM Arrive Lawrence Station 8:07 AM 9:47 AM Outbound(Lawrence to North Station) Depart Lawrence Station 4:41 PM 6:11 PM Arrive North Station 5:30 PM 7:05 PM 'Source: MBTA commuter rail schedule,Haverhill line,effective September 18,2000. The MBTA commuter rail fare is $4.25 for one-way service, $46.75 for a twelve-ride ticket and $145.00 for a monthly pass. Hours of operation for commuter rail service are from approxi- mately 5:30 AM to 12:00 AM on weekdays, and from 7:15 AM to 11:30 PM on Saturday and il schedules and fare information are provided Sunday. The MBTA Haverhill line commuter ra in the Appendix of this report. Public Bus Service The MVRTA currently operates public bus route 33 which serves the North Andover Center area, south of the project site. Route 33 provides bus service between the Buckley Transporta- tion Center, located in downtown Lawrence, and Merrimack College in North Andover by way of Sutton Street, Main Street, and Chickering Road(Route 125). The peak-hour headway for bus route 33 is approximately forty-five minutes. As previously mentioned, route 33 is located within a reasonable walking distance of the MBTA Lawrence commuter rail station. The route 33 bus schedule and route map are provided in the Appendix of this report. The MVRTA bus fare is $1.00 for one-way service, with reduced fares ($0.50) for senior citizens, students, the disabled, and children. 3079/EENFTIAS/0501 8 FUTURE CONDITIONS Traffic volumes in the study area were projected to the year 2006, which reflects a five-year planning horizon, and is consistent with State traffic study guidelines. Independent of the pro- posed project, traffic volumes on the roadway network in the year 2006 under No-Build condi- tions, include all existing traffic and new traffic resulting from background traffic growth. Anticipated site-generated traffic volumes superimposed upon this 2006 No-Build traffic net- work reflect the 2006 Build conditions with the project. BACKGROUND TRAFFIC GROWTH Traffic growth is a function of the expected land development in the immediate area and the sur- rounding 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 vol- umes 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, the drawback of this procedure is that the potential growth in population and development external to the study area would not be accounted for in the traffic projections. To provide a conservative analysis framework, both procedures were used. SPECIFIC DEVELOPMENT BY OTHERS The Planning Department of the Town of North Andover and MassHighway were contacted to determine if there were any projects that would have an impact on future traffic volumes at the study area intersections. Based on these discussions,the following project has been identified: ® Endicott Plaza, North Andover, Massachusetts. This project involves the construction of a mixed-use development consisting of a 12,500 sf pharmacy with a drive-through window;28,000 sf of retail space; 120,000 sf of office space; and a 102-room hotel to be located on a 14±-acre parcel of land on the west side of Osgood Street, near the intersec- tion with Barker Street. Traffic volumes expected to be generated by this project were obtained from the EENF/TIAS prepared for the project.' 'Expanded Environmental Notification Form/Traffic Impact and Access Study (EENF/TIAS); Proposed Mixed-Use Commercial Development;VAI;August 8,2000. 3079/EENFTIAS/0501 9 GENERAL BACKGROUND GROWTH Traffic-volume data compiled by MassHighway from permanent count stations and historic traf- fic counts in the area were reviewed in order to determine traffic growth trends. Based on a review of this data and as discussed with the Town of North Andover Planning Department, it was determined that traffic volumes within the study area and along Osgood Street have gener- ally increased by approximately 2.0 percent per year over the past several years. Accordingly, a 2.0 percent per year compounded annual background traffic growth rate was used to account for background traffic growth and development by others within the study area not yet identified. PLANNED ROADWAY IMPROVEMENTS The Town of North Andover and MassHighway were contacted to determine if any roadway improvements were planned within the study area. At this time, the following roadway improvements have been identified: Osgood Street Roadway Improvement Proiects In conjunction with the Endicott Plaza project, roadway improvements will be made by the proj- ect proponent to Osgood Street, from a point north of Barker Street, south to Sutton Street. The primary site driveway to the proposed Endicott Plaza will be aligned opposite Barker Street. Barker Street will be widened approaching Osgood Street in order to accommodate an exclusive left-turn lane and a through/right-turn lane. The Osgood Street northbound approach will be modified to accommodate an exclusive left-turn lane and two general-purpose travel lanes. The Osgood Street southbound approach will accommodate an exclusive left-turn lane and two general-purpose travel lanes. The intersection of Osgood Street at Barker Street and the Endicott Plaza driveway will be placed under fully actuated traffic signal control, with an exclusive pedestrian phase provided upon demand. A SIGNAL AHEAD warning sign will be provided on Barker Street at an appropriate distance in advance of the proposed traffic signal due to the cur- vature of Barker Street approaching the intersection. The proposed traffic signal will be inter- connected and coordinated with the existing traffic signals at the intersections of Osgood Street at Great Pond Road and Osgood Street at Sutton Street. NO-BUILD TRAFFIC VOLUMES The 2006 No-Build peak-hour traffic-volume networks were developed by applying the 2.0 per- cent per year compounded annual background traffic growth rate to the 2001 Existing peak-hour traffic volumes and then superimposing the traffic expected to be generated by the aforemen- tioned development by others. The resulting 2006 No-Build weekday morning and evening peak-hour traffic-volume networks are shown on Figures 6 and 7,respectively. SITE-GENERATED TRAFFIC Design year (2006 Build) traffic volumes for the study area roadways were determined by esti- mating site-generated traffic volumes and assigning these volumes on the study roadways. The following sections describe the procedures used to develop the Build networks. As mentioned previously, the proposed project will entail the construction of an industrial park development consisting of 312,000 sf of industrial space in four separate buildings. Trip- generation statistics published by the Institute of Transportation Engineers (ITE)Z for a similar land use were used to estimate the number of vehicle trips expected to be generated by the pro- posed development. ITE Land Use Code (LUC) 130, Industrial Park, with the independent vari- able of 1,000 sf of gross floor area equal to 312 (312,000 sf)was used to develop the traffic char- 2 Trip Generation, Sixth Edition;Institute of Transportation Engineers:Washington,DC; 1997. 3079/EENFTIAS/0501 10 RO T lisp,. CO/v e ro FCTOR�� \ 34 125 r�r€t�r� aa�cx 3 Rt4ER r ' �ARRw00D r r r _(a M� 6 LUCENT TECHNOLOGIES � 1 \ -13 65 r HAVERHILL s o� lo "M N�\ HOLT ROAD SITE \R� N a, \5 ;0 W W P_� to R .�,06 ePRKE y�o r �y 0 NN 0 .j 2—�► /r!° LA WHENCE 29 o�M MUNICIPAL ti AIRPORT °�� t-.85 430 GREAT PO/vD ROAD �NjN 133 NORTH ����� av9 W W ANDOVER O r 0 z ■ Not To Scale Note: Imbalances exist due to numerous curb cuts and side streets that are not shown. Var►asse,& Assoc►af�s, tnc Figure 6 2006 No-Build Weekday Morning Peak Hour Traffic Volumes R:\3079\3079nt06.dwg 05/07/01 08:16:10 AM AM EDT Copyright © 2000 by VAi. All Rights Reserved. ROUT CONS 2s F ry EOTOR�nr 1 Z �V- o co 125 M�RRdj19ACf� ARRwpOD �'Qj F � p� `l I 237-J' N O 84 Z Bk LUCENT TECHNOLOGIES °w \ N 179- r -13 88 HAVERHILL N a, �oo HOLT ROPD SITE w � to ER ti v f� �l 0 173 \11 �e LAWRENCE 127 rn� MUNICIPAL y AIRPORT f c L 62 Opp r 208 GREAT POND p5 �2 ROAD 133 NORTH6zs_-v co 30, ANDOVER �o G,� o0 Z Note: Imbalances exist due to numerous curb cuts and Not To Scale side streets that are not shown. 1/ar�asse &Associates; lnc. Figure 7 2006 No-Build Weekday Evening Peak Hour Traffic Volumes R:\3079\3079nt07.dwg 05/07/01 08:19:45 AM AM EDT Copyright ©2000 by VAL All Rights Reserved. acteristics of the proposed industrial park. Table 4 summarizes the anticipated traffic character- istics of the project. Table 4 SITE TRIP-GENERATION SUMMARY Proposed Lawrence Airport Industrial Park Time Period/Direction (312,000 sf)a Average Weekday Traffic 2,172 Weekday Morning Peak Hour: Entering 228 Exitin 50 Total 278 Weekday Evening Peak Hour: Entering 60 Exitin 227 Total 287 aBased on ITE LUC 130: Industrial Park. As can be seen in Table 4, the proposed project is anticipated to result in approximately 2,172 new vehicle trips on an average weekday (1,086 entering and 1,086 exiting), with approximately 278 new vehicle trips (228 entering and 50 exiting) during the weekday morning peak hour and 287 new vehicle trips (60 entering and 227 exiting) during the weekday evening peak hour. TRIP DISTRIBUTION AND ASSIGNMENT The directional distribution of generated trips to and from the proposed project was determined based on journey-to-work data obtained from the 1990 U.S. Census for persons employed in the Town of North Andover and existing travel patterns at the study area intersections during the peak-commuter periods. Truck routes were also taken into account in the development of the trip-distribution patterns for the project. The general trip distribution is summarized in Table 5, with the detailed trip-distribution pattern shown graphically on Figure 8. Based on the trip- distribution pattern, the site-generated traffic volumes were assigned on the study area roadway network as shown on Figures 9 and 10 for the weekday morning and evening peak hours, respectively. 3079/EENFTIAS/0501 1 1 �r0 y f f C' J2 rF x4jf O'VNFC o� rr L ' TOR 1 % 50. � r 125 OOD /V a Fy4 � gk LUCENT a TECHNOLOGIES �I HAVERHILL t ,.''<t 3 tP a O HOLT ROPD V � \ c r 5° J � M`s S f T E ' G R0% /® s y H NA w w 0P'RKRR ti \ n� 1 � 1 LAWRENCE MUNICIPAL ^� AIRPORT Epp t 4% GREAT POND ROAD 13 NORTH ANDOVER Not To Scale Jill IAN , r Figure 8 �r . . ,r xs d, Trip Distribution Map R:\3079\3079trip.dw9 05/11/01 10:00:28 AM AM EDT Copyright © 2000 by VAL All Rights Reserved. ROU F T CONNF S ^i r 125 �r sir�p✓x���� ¢,� ��z�i� ���"��� RRWOOD , z f 5 fy LUCENT tMOM f TECHNOLOGY \HAVERHILL Lp� to z ti�3� HOLT ROAD h SITE �. J In 228 Out 50 n cv Totol 278 w w 8 D- �Q�F to 6PRK�R 'yi rn L 0 0-� LA WREN CE of \ MUNICIPAL AIRPORT ti ps�p0 L9 GREAT POND ROAD r 133 NORTH ANDOVER 1110 ■ Not To Scale 11- V�nasse l�ss+�cra �, Figure 9 sA' Site Generated %AN Weekday Morning Peak Hour Traffic Volumes R:\3079\3079nt02.dwg 05/11/01 10:01:29 AM AM EDT Copyright ©2000 by VAL All Rights Reserved. ,3' �+ • � bra is ROUT125 CO 725 i^ WOOD Q/L r LUCENT 9 � TECHNOLOGIES 10 iu�Y ik��� � M \ Yy n Mf r r 2$ �61 t� �� r HAVERHILL y6,ram F.. \♦ ~\\ 5 0 HOLT ROPD .� a fia N In 60 9, { Out 227 Total 287 \ ss un� F- w w ep.Fz��R 'Si ry C?� LAWRENCE i \ MUNICIPAL AIRPORTCb 0� �k OS�OOf t-2 GREAT POND ROAD ,N6 1 33 NORTH '�� Cj/® N y✓� rsy�.��3t �., rc> >' '�'y�� "�# S';g sj.✓ a r.C,:v ANDOVER ■ Not To Scale k ,} /anasse pssac�afe. 'ricF Figure 10 I' �g�. .f.,. , 1.�..•„�, �u�, s�,� Site Generated Weekday Evening Peak Hour Traffic Volumes R:\3079\3079nt03.dwg 05/11/01 10:02:27 AM AM EDT Copyright © 2000 by VAi. All Rights Reserved. Table 5 VEHICLE TRIP-DISTRIBUTION SUMMARY Direction Percent Roadway (to/from) (Enter/Exit) Route 125 Connector West 50 Route 125 North 10 Route 125 South 20 Sutton Street West 15 Route 133 East 4 Barker Street East 1 TOTAL 100 FUTURE TRAFFIC VOLUMES-BUILD CONDITION The 2006 Build condition networks consist of the 2006 No-Build traffic volumes with the antici- pated site-generated traffic added to them. The 2006 Build weekday morning and evening peak- hour traffic-volume networks are graphically depicted on Figures I 1 and 12, respectively. A summary of peak-hour projected traffic-volume increases in the site proximity is shown in Table 6. These volumes are based on the expected increases from the proposed development. Table 6 TRAFFIC-VOLUME INCREASES Volume Percent Increase Increase 2001 2006 2006 over over Location/Peak Hour Existing No-Build Build No-Build No-Build Route 125, north of the Route 125 Connector: Weekday Morning 1,924 2,178 2,206 28 1.3 Weekday Evening 2,262 2,570 2,599 29 1.1 Route 125, south of Sutton Street: Weekday Morning 1,460 1,686 1,742 56 3.3 Weekday Evening 1,616 1,903 1,961 58 3.0 Route 125 Connector, west of Route 125: Weekday Morning 2,285 2,651 2,790 139 5.2 Weekday Evening 2,518 2,938 3,081 143 4.9 Barker Street, east of Osgood Street: Weekday Morning 131 156 159 3 1.9 Weekday Evening 124 152 155 3 1.9 Route 133, east of Osgood Street: Weekday Morning 658 738 749 11 1.5 Weekday Evening 592 668 679 11 1.6 As shown in Table 6, project-related traffic-volume increases within the study area are antici- pated to range from 1.1 to 5.2 percent during the peak periods, with vehicle increases ranging from 3 to 143 vehicles during the peak hours. 3079/EENFrIAS/0501 12 C Ro ooNNEoTo 0 r n N 125 O RIDER woo �' F AR F ro v �U P� RpAAqO 15 gkM 4 , r,000 ` LUCENT TECHNOLOGIES ", N }G�PRK 65 S I �^ 9 s HAVERHILL N� HOLT ROPD .� 1 SITE k�J In 228 .5`o�A Out 50 Total 278 F— w U RK�R pro° a S a�NO, �f LAWRENCE 29 MUNICIPAL ��Z �0 AIRPORT a h1 L94 430 GREAT POND �6 6 os� 133 ROAD .1�,° �� 11 NORTH ��� w� 5 h1 � ANDOVER tA'x d)O k b ■ Not To Scale Note: Imbalances exist due to numerous curb cuts and side streets that are not shown. anasse Assoc�a#es, Eric;: Figure 11 2006 Build Weekday Morning Peak Hour Traffic Volumes R:\3079\3079rt10.dwg 05/07/01 01:35:45 PM PM EDT Copyright © 2000 by VAi. All Rights Reserved. RO UTF ' v 1 a CO TOR 8 �1 °Se.� r r �Co ' 125 a fifERRlMACK " #2tt'ER FARRw00D n o �1 �z P p\\Rp 237 Y` 0 M R sa NLo + LUCENT O TECHNOLOGIES r)ID � 1 p�PRK 179_.f r 88 z �o HAVERHILL 71 � 1 HOLT ROPD .� 1 SITE �J Mo In 60 Out 227 Total 287 LJ _a PRKER 0 , o�'<<°�� ,j 4 90 17 3� LAWRENCE 1271 MUNICIPAL 1 Z a o m AIRPORT -1Q 64 p0 ,�-208 GREAT POND ��6 os�6� 133 ROAD �� '� r NORTH ��� ca o ANDOVER �� 5� y O oq () Y Not To Scale Note: Imbalances exist due to numerous curb cuts and side streets that are not shown. IL llar► sse socrates Iris: Figure 12 2006 Build Weekday Evening Peak Hour Traffic Volumes R:\3079\3079nt11.dwg 05/07/01 01:38:21 PM PM EDT Copyright ©2000 by VAL All Rights Reserved. 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 indica- tion 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 intersec- tion 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 motor- ists 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, com- fort, 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 rep- resenting the worst. 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. Unsignalized Intersections The six levels of service for Unsignalized intersections may be described as follows: • LOSA 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. 3The capacity analysis methodology is based on the concepts and procedures presented in the Highway Capacity Manual;Transportation Research Board;Washington,DC;2000. 3079/EENFTIAS/0501 13 • 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 2000 Highway Capacity Manual.4 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 affects 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 2000 Highway Capacity Manual. Table 7 summarizes the relationship between level of service and average control delay. Table 7 LEVEL-OF-SERVICE CRITERIA FOR UNSIGNALIZED INTERSECTIONSa Average Control Delay Level of Service (seconds per vehicle) A < 10.0 B 10.1 to 15.0 C 15.1 to 25.0 D 25.1 to 35.0 E 35.1 to 50.0 F >50.0 'Source: Highway Capacity Manual; Transportation Research Board; Washington, DC; 2000; page 17-2. Signalized Intersections The six levels of service for signalized intersections may be described as follows: • LOSA 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 con- gestion becomes more noticeable. Many vehicles stop and individual cycle failures are noticeable. 4Hgghway Capacity Manual;Transportation Research Board;Washington,DC;2000. 3079/EENFTIAS/0501 14 • 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 meth- odology of the 2000 Highway Capacity Manual. This method assesses the effects of signal type, timing,phasing, and progression; vehicle mix; and geometrics on delay. Level-of-service desig- nations 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 decel- eration delay approaching the traffic signal, queue move-up time, stopped delay and final accel- eration delay. Table 8 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 8 LEVEL-OF-SERVICE CRITERIA FOR SIGNALIZED INTERSECTIONSa Control (Signal)Delay per Vehicle Level of Service (Seconds) A <10.0 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 aSource: Highway Capacity Manual; Transportation Research Board; Washington,DC;2000;page 16-2. 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 which is also based upon the methodology and procedures presented in the 2000 Highway Capacity Manual. Synchro reports both the 50''' (average) and 95"' percentile vehicle queues, which are based on the number of vehicles that experience a delay of six seconds or more at an intersec- tion. For unsignalized intersections, 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. For signalized intersections, vehicle queue lengths are a function of the traffic signal timing; vehicle arrival patterns during the analysis period; and the saturation flow rate. The 50 percentile or average vehicle queue is the average number of vehicles that are projected to be delayed by six seconds or more at the intersection under study during the analysis period. The 95'b percentile vehicle queue is the vehicle queue length that will be exceeded only 5 percent of the time, or approximately three minutes out of sixty minutes during the peak one hour of the day(during the remaining fifty-seven minutes, the vehicle queue length will be less than the 95`'' percentile queue length). 3079/EENFTIAS/0501 15 ANALYSIS RESULTS Level-of-service and vehicle queue analyses were conducted for 2001 Existing, 2006 No-Build, and 2006 Build conditions for the intersections within the study area. The results of the inter- section capacity analyses are summarized in Table 9, with detailed analysis results and vehicle queue analyses presented in the Appendix. The following is a summary of level-of-service analyses for the intersections within the study area. Osgood Street at Holt Road Under 2001 Existing, 2006 No-Build, and 2006 Build conditions, critical movements at this unsignalized intersection (left turns from Holt Road) operate at LOS F during both the weekday morning and evening peak hours. With implementation of future traffic signal control, if and when warranted, traffic operations were shown to improve to LOS A during both the weekday morning and evening peak hours under 2006 Build with mitigation conditions. Osgood Street at Barker Street Under 2001 Existing conditions, critical movements at this unsignalized intersection (all move- ments from Barker Street) operate at LOS E during both the weekday morning and evening peak hours. Under 2006 No-Build and Build conditions, this intersection will be placed under traffic signal control as a part of the Endicott Plaza project. With implementation of traffic signal con- trol by others,traffic operations at this intersection were shown to improve to LOS B during both the weekday morning and evening peak hours under 2006 No-Build and Build conditions. Route 125 at the Route 125 Connector Under 2001 Existing conditions, this signalized intersection operates at LOS B during the week- day morning peak hour and LOS C during the weekday evening peak hour. Under 2006 No- Build conditions, this intersection is expected to operate at LOS C during both the weekday morning and evening peak hours. Under 2006 Build conditions, with the addition of project- related traffic, this intersection was shown to operate at LOS C during the weekday morning peak hour and LOS D during the weekday evening peak hour. Osgood Street at the Lucent Technologies Northern Employee Driveway Under 2001 Existing, 2006 No-Build, and 2006 Build conditions,this signalized intersection was shown to operate at LOS A during the weekday morning peak hour and LOS B during the week- day evening peak hour. Osgood Street at the Lucent Technologies Southern Employee Driveway Under 2001 Existing, 2006 No-Build, and 2006 Build conditions,this signalized intersection was shown to operate at LOS A during the weekday morning peak hour and LOS B during the week- day evening peak hour. Osgood Street at Great Pond Road (Route 133) Under 2001 Existing,2006 No-Build, and 2006 Build conditions,this signalized intersection was shown to operate at LOS B during both the weekday morning and evening peak hours. Osgood Street(Route 125/Route 133) at Sutton Street Under 2001 Existing, 2006 No-Build, and 2006 Build conditions,this signalized intersection was shown to operate at LOS B during both the weekday morning and evening peak hours. 3079/EENFTIAs/0501 16 Table 9 INTERSECTION CAPACITY ANALYSIS SUMMARY Unsignalized Intersection/ 2001 Existing 2006 No-Build 2006 Build 2006 Build with Mitigation Critical Movement/Peak Hour Demand Delay LOS` Demand Delay LOS Demand Delay LOS Demand Delay LOS Osgood Street at Holt Road Left turn from Holt Road: Weekday Morning 13 >50.0 F 14 >50.0 F 44 >50.0 F See Signalized Analysis Weekday Evening 31 >50.0 F 35 >50.0 F 171 >50.0 F Osgood Street at Barker Street All movements from Barker Street: Weekday Morning 100 36.2 E See Signalized Analysis See Signalized Analysis Weekday Evening 47 38.5 E " Signalized Intersection/Peak Hour V/C° Delay` LOS V/C Delay LOS V/C Delay LOS V/C Delay LOS Route 125 at the Route 125 Connector: Weekday Morning 0.50 19.1 B 0.58 21.5 C 0.59 22.0 C -- Weekday Evening 0.66 26.5 C 0.78 34.0 C 0.81 36.7 D Osgood Street at the Lucent Technologies Northern Employee Driveway Weekday Morning 0.45 L9 A 0.54 2.2 A 0.59 2.4 A - Weekday Evening 0.57 11.6 B 0.67 11.0 B 0.72 11.0 B Osgood Street at the Lucent Technologies Southern Employee Driveway Weekday Morning 0.43 6.5 A 0.52 6.4 A 0.56 6.4 A -- Weekday Evening 0.58 12.7 B 0.68 12.4 B 0.74 12.8 B Osgood Street(Route 125)at Great Pond Road(Route 133): Weekday Morning 0.77 16.9 B 0.85 13.2 B 0.87 14A B Weekday Evening 0.60 16.6 B 0.72 10.4 B 0.78 12A B Osgood Street(Route 125/Route 133)at Sutton Street: Weekday Morning 0.76 12.8 B 0.85 11.2 B 0.87 11.9 B Weekday Evening 0.66 12.6 B 0.81 16.0 B 0.84 17.2 B Osgood Street at Barker Street and Endicott Plaza: Weekday Morning See Unsignalized Analysis 0.68 15.5 B 0.69 15A B Weekday Evening 0.68 18.0 B 0.70 18.5 B Osgood Street at Holt Road. Weekday Morning See Unsignalized Analysis See Unsignalized Analysis See Unsignalized Analysis 0.62 7.6 A Weekday Evening 0.57 9.0 A 'Demand in vehicles per hour for the critical movement. 'Average control delay per vehicle(in seconds)for the critical movement. °Level of service. °Volume-to-capacity ratio. `Control(signal)delay per vehicle(in seconds). 3079/ENFTIAS/0501/1 TRAFFIC SIGNAL WARRANTS ANALYSIS A traffic signal warrants analysis was conducted for the intersection of Osgood Street at Holt Road in accordance with the Manual on Uniform Traffic Control Devices (MUTCD).5 The MUTCD establishes eleven warrants or criteria to evaluate a location for the installation (or retention) of a traffic signal. At least one of the eleven warrants should be satisfied in order to justify the installation or retention of a traffic signal; however, satisfaction of a warrant in and of itself does not justify traffic signal control. An engineering evaluation of the location in question should indicate that the establishment of traffic signal control will improve overall safety and/or operation of the intersection. Table 10 lists the eleven warrants for traffic signal control. Table 10 TRAFFIC SIGNAL WARRANTS Warrant No. Description 1 Minimum vehicular volume 2 Interruption of continuous traffic 3 Minimum pedestrian volume 4 School crossings 5 Progressive movement 6 Accident experience 7 Traffic signal system 8 Combination of warrants 9 Four-hour volumes 10 Peak-hour delay 1 I Peak-hour volume Warrants 9 and 11 presented in Table 10 were evaluated for the intersection of Osgood Street at Holt Road under 2001 Existing, 2006 No-Build, and 2006 Build conditions. Table 11 presents the results of the warrants evaluation for Osgood Street at Holt Road, with detailed analysis results presented in the Appendix. 5Manual on Uniform Traffic Control Devices;Federal Highway Administration;Washington,DC; 1988. 3079/EENFr7AS/0501 17 Table 11 TRAFFIC SIGNAL WARRANTS ANALYSIS OSGOOD STREET AT HOLT ROAD Satisfied? 2001 2006 2006 Warrant No. Description Existing No-Build Build 1 Minimum vehicular volume NA NA NA 2 Interruption of continuous traffic NA NA NA 3 Minimum pedestrian volume NA NA NA 4 School crossings NA NA NA 5 Progressive movement NA NA NA 6 Accident experience NA NA NA 7 Traffic signal system NA NA NA 8 Combination of warrants NA NA NA 9 Four-hour volumes No No No 10 Peak-hour delay NA NA NA 11 Peak-hour volume No No Yes 'Warrant is met during the weekday morning peak hour only. NA=Not applicable or not evaluated. As shown in Table 11, the intersection of Osgood Street at Holt Road was not shown to meet either Warrant 9 or I I under 2001 Existing or anticipated 2006 No-Build conditions. Under 2006 Build conditions, Warrant 11 was found to be met only during the weekday morning peak hour. As such, at this time, it does not appear that the installation of a traffic control signal at this intersection is justified under existing or anticipated future traffic-volume conditions. 3079/EENFTIAS/0501 18 CONCLUSIONS AND RECOMMENDATIONS CONCLUSIONS The proposed project is anticipated to result in approximately 2,172 new vehicle trips on an average weekday (1,086 entering and 1,086 exiting), with approximately 278 new vehicle trips (228 entering and 50 exiting) during the weekday morning peak hour and 287 new vehicle trips (60 entering and 227 exiting) during the weekday evening peak hour. An analysis of traffic operations at the study area intersections indicates that, in general, the pro- posed project is not expected to result in a change in traffic operations at the study intersections over No-Build conditions. The majority of the study intersections were shown to remain oper- ating at LOS C or better during both peak periods with the proposed project. RECOMMENDATIONS A comprehensive mitigation program has been developed to accommodate the additional traffic expected to be generated by the proposed project, as well as to reduce the amount of new traffic to the area and encourage the use of alternative modes of transportation to single occupant vehi- cle (SOV) travel to the project site. The elements of the proposed mitigation program are dis- cussed in detail in the sections that follow. Site Access Access to the proposed development will be provided by way of four driveways to be located along the west side of Clark Street. It is recommended that the site driveways be a minimum of 24 feet in width, accommodating one exiting travel and one entering travel lane, with exiting traffic placed under STOP-sign control, with illumination provided. Further, it is recommended that the corner radii be designed to accommodate the turning requirements of delivery trucks (semi-tractor trailers). In addition, any signing and landscaping proposed adjacent to the site driveways should be designed and maintained to as to increase and not limit the available sight distance from the site driveways. Off-Site Osgood Street at Holt Road An analysis of traffic operations at the intersection of Osgood Street at Holt Road indicates that traffic operations for left-turning vehicles exiting Holt Road are currently constrained (LOS F), independent of the proposed project. A traffic signal warrants analysis (Warrants 9 and 11)was performed at this intersection under 2001 Existing, 2006 No-Build, and 2006 Build conditions. 3099/EENFTIAS/0501 19 i This analysis indicates that the installation of a traffic control signal to improve traffic operations at this intersection is not warranted under either 2001 Existing or anticipated 2006 No-Build conditions. Under 2006 Build conditions, Warrant 11 (peak-hour volume) was found to be met only during the weekday evening peak hour. As such, at this time it does not appear that the installation of traffic control signals at this intersection is justified. However, recognizing the importance of this intersection in providing access to the project site and the businesses in the area, the project proponent will conduct a detailed traffic signal warrant analysis, including per- forming a continuous twelve-hour manual TMC at the intersection, within one year of issuance of a Certificate of Occupancy for the proposed project or as directed by the Town of North Andover and/or MassHighway. In order to accommodate the additional traffic on the Holt Road approach to the intersection of Osgood Street at Holt Road as a result of the proposed project, it is recommended that the Holt Road eastbound approach be widened in order to provide increased storage for left-turning vehi- cles and to allow right-turning vehicles to bypass left-turn vehicle queues. Figure 13 depicts the recommended improvements to the intersection of Osgood Street at Holt Road, with Figure 14 depicting the truck access plan for the intersection with the recommended improvements. The project proponent will fund the design and construction of the recommended improvements to the intersection of Osgood Street at Holt Road, which will be implemented prior to the issuance of a Certificate of Occupancy for the project. Transportation Remand Management In order to reduce SOV travel to the project site and encourage the use of alternative modes of transportation to reach the project site, the project proponent and/or the property management team will implement a Transportation Demand Management (TDM) program as an integral part of the proposed development. The core of successful TDM strategies are ridesharing, alternative work schedules, public transportation and bicycling, and are discussed below. Ridesharing Programs Ridesharing refers to encouraging commuters to ride in vehicles with other commuters rather than drive alone to work. Given the number of people employed in the surrounding area, a coor- dinated rideshare program could be very successful. The most common forms of ridesharing are carpool and vanpools. The benefits of such programs include less congestion, reduced fuel con- sumption, and better air quality. Keys to the success of such programs include: ® Carpool/vanpool matching programs through the local Transportation Management Association(TMA); ® Joint programs with area commercial tenants; ® Dissemination of promotional materials to employees; ® Newsletters about the program; ® Coordination with CARAVAN which leases commuter vans and provides administrative and organizational assistance; ® Preferential parking for carpoolers; and ® Guaranteed ride home program The project proponent is committed to ridesharing and will encourage its development and use. Toward this end, the project proponent and/or the property management team will join the local TMA or work with the Town of North Andover,the Merrimack Valley Regional Transit Author- ity(MVRTA), and the Merrimack Valley Regional Planning Commission (MVPC) on the devel- opment of a regional TMA for the North Andover area if one does not currently exist. 3079/EENFTIAS/0501 20 Alternative Work Schedules Flexible working hours allow employees to choose their own starting and finishing times by establishing a required core time such as 9:00 AM to 4:00 PM; this allows employees to vary work schedules and reduces peak-hour demand. The project proponent will encourage tenants to implement a flextime policy at the proposed project to reduce peak-hour demand. Telecommut- ing will also be considered as part of work schedules. Public Transportation Tenants will be encouraged to subsidize MBTA and MVRTA passes to qualified full-time employees. This will encourage employees to utilize available public transportation resources, including the Lawrence commuter rail station and MVRTA bus service to travel to/from work, thereby reducing single-occupant vehicle trips to the site. The project proponent will work with the MVRTA to establish a bus service to the project site. Bicycle Facilities In order to encourage bicycle commuting to the project, the project proponent will install bicycle racks and/or bicycle storage lockers as a part of the project. Truck Traffic Deliveries The project proponent and/or the property management team will work with the suppliers that will serve the project site to manage delivery truck traffic to off-peak hours. In addition, every attempt will be made to utilize service vendors currently delivering in the vicinity of the project site in an effort to reduce the overall number of new trucks in the area. Truck routes to the development will be established in consultation with the Town of North Andover in order to ensure that project-related truck traffic does not inadvertently travel through residential areas. The goal of the truck route would be to utilize Route 125 and the Route 125 Connector to access the development. SUMMARY In summary, the project proponent is committed to the development of a project that includes a comprehensive mitigation program designed to mitigate the traffic impacts of the proposed proj- ect and reduce vehicular travel to the site through the use of TDM strategies. In addition, the project proponent has been and will continue to work with the Town of North Andover and MassHighway on the design of the off-site improvements related to the proposed project and the development of truck routes for the site. As such, and with implementation of the recommended improvement measures, safe and efficient access to the project will be provided and the proposed development can be constructed with minimal impacts on the adjacent roadway system. 3079/EENFTIAS/0501 21 a APPENDIX AUTOMATIC TRAFFIC RECORDER COUNTS MANUAL TURNING MOVEMENT COUNTS MASSHIGHWAY PERMANENT COUNT STATION 0502 MASSHIGHWAY CRASH RATE WORKSHEETS MBTA HAVERHILL LINE COMMUTER RAIL SCHEDULES AND FARE INFORMATION , MVRTA BUS ROUTE 33 SCHEDULE AND FARE INFORMATION GENERAL BACKGROUND GROWTH BACKGROUND DEVELOPMENT TRAFFIC-VOLUME NETWORKS TRIP-GENERATION CALCULATIONS CAPACITY ANALYSIS WORKSHEETS VEHICLE QUEUE ANALYSIS TRAFFIC SIGNAL WARRANTS ANALYSIS G AUTOMATIC TRAFFIC RECORDER COUNTS Location Route 125 South of Holt Road Accurate Counts Location 978-664-2565 Site Code : 000030790001 City/State: North Andover, MA Start Date: 04/25/2001 Counter 619 File I.D. 30790001 Direction 1 Page 1 Begin <----- NB --------—--- SB ------><------Combined ------> Wednesday Time A.M. P.M. A.M. P.M. A.M. P.M. 12:00 04/25 16 181 ( 10 168 26 349 12:1S 12 160 2 125 14 285 12:30 4 161 3 140 7 301 12:45 7 39 161 663 S 20 122 555 12 59 283 1218 01:00 10 189 9 141 19 330 01:15 2 171 0 121 2 292 01:30 6 158 1 120 7 278 01:45 2 20 214 732 ( 0 10 138 S20 2 30 352 1252 02:00 9 225 9 134 18 359 02:15 6 189 1 118 7 307 02:30 4 186 6 212 10 398 02:45 4 23 201 BO1 9 25 273 737 13 48 474 1538 03:00 4 182 7 160 11 342 03:15 5 210 4 136 9 346 03:30 7 215 11 152 ( 18 367 0 3:4 5 4 20 197 804 5 27 122 570 9 47 319 1374 04:00 8 217 6 136 14 353 04:15 7 218 6 155 ( 13 373 04:30 12 232 16 186 28 418 04:45 23 50 266 933 19 47 115 592 42 97 381 1525 OS:00 23 273 25 144 48 417 05:15 43 338 ( 4S 169 88 507 05:30 100 257 S6 137 156 394 05:45 142 308 221 1089 62 188 115 565 204 496 336 1654 06:00 150 243 104 112 254 355 06:15 155 220 145 112 300 332 06:30 144 201 189 98 333 299 06:45 157 606 137 801 199 637 79 401 356 1243 216 1202 07:00 163 123 184 86 347 209 07:15 200 108 231 69 431 177 07:30 188 85 ( 245 87 433 172 07:45 175 726 93 409 234 894 67 309 409 1620 160 718 08:00 165 88 216 67 381 155 08:15 158 80 181 66 339 146 08:30 155 89 181 72 336 161 08:45 153 631 68 32S 139 717 50 255 292 1348 118 580 09:00 134 74 116 53 250 127 09:15 122 64 124 53 246 117 09:30 125 68 104 37 229 105 09:45 117 498 62 268 93 437 23 166 210 935 85 434 10:00 119 70 86 32 205 102 10:15 104 58 102 2B 206 86 10:30 131 34 136 28 267 62 10:45 115 469 54 216 89 413 142 230 204 882 196 446 11:00 107 25 92 44 199 69 11:15 124 27 132 27 2S6 54 11:30 126 27 138 32 264 59 11 45 173 530 17 96 172 534 13 116 345 1064 30 212 Totals 3920 7137 3949 5016 7869 12153 Day Totals 11057 8965 20022 Split % 49.8% 58.7% 50.1% 41.21 Peak Hour 07:15 04:45 07:15 02:30 07:15 04:30 Volume 728 1134 926 781 1654 1723 P.H.F. .91 .83 -94 .71 .95 -84 Location : Route 125 South of Holt Road Accurate Counts Location 978-664-2565 Site Code : 000030790001 City/State: North Andover, MA Start Date: 04/23/2001 Counter 619 File I.D. 30790001 Direction 1 Page 1 Begin 04/23 Mon. 04/24 Tues. 04/25 Wed. 04/26 Thur. 04/27 Fri. Weekday 04/28 Sat. 04/29 Sun. Time Total Total Total Total Total Avg. Total Total 12:00 am * * 59 * * 59 01:00 * * 30 30 02:00 * * 48 48 03:00 * * 47 * * 47 04:00 * * 97 * * 97 05:00 * * 496 * * 496 06:00 * * 1243 * * 1243 07:00 * * 1620 * * 1620 08:00 * * 1348 * * 1348 09:00 * * 935 935 10:00 * * 882 882 11:00 * * 1064 * * 1064 12:00 pm * * 1218 * * 1218 01:00 * * 1252 * * 1252 02:00 * * 1538 * * 1538 03:00 * * 1374 * * 1374 04:00 * * 1525 * * 1525 05:00 * * 1654 1654 06:00 * * 1202 * * 1202 07:00 * * 718 718 08:00 * * 580 580 09:00 * * 434 * * 431J 10:0 0 * * 446 446 11:00 212 212 Totals 0 0 20022 0 0 20022 0 0 Avg. WkDay .01 .01 100.0% .0% .0% .0% .0% AM Peaks 07:00 07:00 Volume 1620 1620 PM Peaks 05:00 05:00 Volume 1654 1654 ADTs Location Route 125 South of Holt Road Accurate Counts Location 978-664-2565 Site Code : 000030790001 City/State: North Andover, MA Start Date: 04/23/2001 Counter 619 File I.D. : 30790001 Direction 1 Page 1. 1 Begin Mon. 04/23 Tues. Wed. Thur. Fri. Sat. Sun. Week Avg. Time NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 12:00 am * * * * 39 20 * * * * * * * * 39 20 01:00 * * * * 20 10 * * * * * * * * 20 10 02:00 * * * * 23 25 * * * * * * * * 23 25 03:00 * * * * 20 27 * * * * * * * * 20 27 04:00 * * * * 50 47 * * * * * * * * 50 47 05:00 * * * * 308 188 * * * * * * * * 308 188 06:00 * * * * 606 637 * * * * * * * * 606 637 07:00 * * * * 726 894 * * * * * * * * 726 894 08:00 * * * * 631 717 * * * * * * * * 631 717 09:00 * * * * 498 437 * * * * * * * * 498 437 10:00 * * * * 469 413 * * * * * * * * 469 413 11:00 * * * * 530 534 * * * * * * * * 530 534 12:00 pm * * * * 663 555 * * * * * * * * 663 555 01:00 * * * * 732 520 * * * * * * * * 732 520 02:00 * * * * 801 737 * * * * * * * * 801 737 03:00 * * * * 804 570 * * * * * * * * 804 570 04:00 * * * * 933 592 * * * * * * * * 933 592 05:00 * * * * 1089 565 * * * * * * * * 1089 565 06:00 * * * * 801 401 * * * * * * * * 801 401 07:00 * * * * 409 309 * * * * * * * * 409 309 08:00 * * * * 325 255 * * * * * * * * 325 255 09:00 * * * * 268 166 * * * * * * * * 268 166 10:00 * * * * 216 230 * * * * * * * * 216 230 11:00 * * * * 96 116 * * * * * * * * 96 116 Totals 0 0 0 0 11057 8965 0 0 0 0 0 0 0 0 11057 8965 0 0 20022 0 0 0 0 20022 Avg- Day .01 .0% .0% .0% 100.0% 100.0% .0% .0% .0% .0% .0% .0% .0% AM Peaks 07:00 07:00 07:00 07:00 Volume 726 894 726 894 PM Peaks 05:00 02:00 05:00 02:00 Volume 1089 737 1089 737 ADTs MANUAL TURNING MOVEMENT COUNTS Accurate Counts File Name :30790003 US Street Routel25 Site Code :30790003 1W Street 978-664-2565 Route 125 Connector Start Date :05/02/2001 ,ity/State Haverhill,MA Page No :1 Veatber Clear Groups Printed-Cars-Trucks Connector--- _.---Route From South From West From North Left Left_1 Int o a Tbru j Right T t I- Start Time Right go 757 40 1 62 190 121 269 1 75 58 8 07:00 58 258 783 07:15 163 1981 69 371 8� 07:30 196 1981 39 511 71 233 788 43 86 242 787 07:45 138 190 1 88 Total 3115 __R55-, 271 171 277 08:00 166 176 69 54 99 211 775 08:15 133 125 53 52� 90 162 615 114 565 08:30 150 59 49 88 1 2 105 53 103 120 589 08:45 78 156 79 60 44- 208 1 380 607 2 607 60 5619 14621 531 379� 657 11311 Grand Total 1100 42.9 57.1 58.4 41.61 30.0 70.0 Apprch 9/b 9.4 6.71 11.6 27.0 Total 1/b 19.4 25.8 Corin or c or -ou-te-T25- From - R From South West t From North ------ A .�Totlijt.Total Total Tbru A _Left 1 _R11 T�Ap 0A I�1 Left 1---pPT-qtaU- Th:r:u:E:� Right Start Time 1 Peak Hour From 07:00 to 08:45 -Peak 1 of 1 Intersection 07:15 314 944 1258 3133 663 762 75.0 Volume 1425 1 265 185 450 1 Percent 46.5 53.5 58.9 41.1 i 25.0 3133 663 1425 1 26S 185 450 314 944 1258 Volume 762 71 233 304 788 196 198 0.994 Volume 394 39 51 90 Peak Factor 07:45 1 07:45 High Int. 07:30 131 1 86 242 328 Volume 196 198 394 88 43 0.959 Peak Factor 0.904 0.859 11 Peak Hour From 07:00 to 08:45-Peak 1 of I 08:00 i 07:15 1 By Approach 07:00 i 468 314 95 44 1258 Volume 618 855 1473 260 208 ir 750 Percent 42.0 58.0 55.6 44.4 2S.0 1 07:45 High Int. 07:30 i 08:45 Volume 196 198 3941 79 53 1321 86 242 328 Peak Factor 0.935 11 0,886 0.959 N/S Street Route 125 Accurate Counts File Name :30790003 E/W Street: Route 125 Connector 978-664-2565 Site Code :30790003 City/State Haverhill,MA Start Date :05/02/2001 Weather Clear Page No : I Groups Printed-Cars _______R_oute 175 _Ro`uTef25_------j Connector___--- From North From South From West Start Right, Le_ft_[ Tjjru T Left Right Int.Total 1 07:00 117 2611 70 37i 55 182 722 07:15 159 1891 66 341 49 244 741 07:30 194 195j 38 47 1 64 220 758 07:45 136 186 77 41 1 78 235 753 Total 606 831 1 251 159 246 881 2974 08:00 164 171 1! 59 48 93 204 739 08:15 126 1/1 49 49i 77 157 579 08:30 98 135 57 451. 81 106 522 08:45 73 1481 70 50 :1 96 118 555 Total 461 75 235 347 585 2395 Grand Total 1067 1406 1 486 351 1: 593 1466 I 5369 Apprch% 43.1 56.9 58.1 41.9 28.8 71.2 Total% 19.9 26,2 9.1 6.5 11.0 27.3 Connector C From North From South From West App.Total Left Start Time Thru Right App.Total Left ThruT ----Rig _ljt� _p ht] Ap Total Int.Total Peak Hour From 07:00 to 08:45-Peak I of 1 Intersection 07:15 Volume 653 741 1394 240 170 410 284 903 1187 2991 Percent 46.8 53.2 58.5 41.5 23.9 76.1 Volume 653 741 1394 240 170 410 284 903 1187 2991 Volume 194 195 389 38 47 85 64 220 284 758 Peak Factor 0.986 High Int. 07:30 07:45 j 07:45 Volume 194 195 3891 77 41 1181 78 235 313 Peak Factor 0.896 0.869 0.948 Peak Hour From 07:00 to 08:45-Peak I of I By Approach 07:00 08:00 07:15 Volume 606 831 1437 235 192 427 284 903 1187 Percent 42.2 57.8 55.0 45.0 23.9 76.1 High Int. 07:30 08:45 07:45 Volume 194 195 389 70 50 120 78 235 313 Peak Factor 0.924 0.890 0.948 Accurate Counts File Name :30790003 s Street Route 125 Site Code :30790003 W Street Route 125 Connector 978-664-2565 Start Date 05/02/2001 ty/State Haverhill,MA Page No I eather Clear Groups Printed-Trucks Connecter From West From South From North Left ig Int.Total I Left i ht Start Time 35 3 8 8 5 07:00 -47 j 9 14 42 07:15 4 9 3 07:30 2 3 1 4 7 13 30 11 2 8 7 34 07:45 2 __ -_-4.1 -- __ ___ 20 12 31 42 141 Total 12 24 08:00 2 5 10 6 6 7 36 5 36 7 4 4 3 13 08:30 7 15 i 2 4 7 8 43 08:45 5 8 9 3 7 ____2 34 14§ Total 21 32 25 16 1 33 221 Grand Total 33 56'i 45 28 1 64 64 I 290 Apprch% 50 37.1 62.9 1 61.6 38.41 50.0 ).0 1 22.1 22.1 Total% 11.4 19.3 1 15.5 9./ 1 �ue _2_5r___ --------------------R-o-uTe _ nnec or From South From West p Le �IntTot'___ From North Jai Total Left Thru Apt. 1 Left Right_, �1 .�It a I Start Time _,ThruT _RJ lIt_LI_APP7,TO._ ,eak Hour From—oToo to-6—s:45-Peak I of 1 Intersection 07:45 61 149 Volume is 28 46 27 15 qz 34 27 64.3 35.7 55.7 443 Percent 39.1 60.9 Volume 18 28 461 27 15 42 34 27 8 61 15 143 Volume 7 15 22 2 4 6 7 0.866 Peak Factor 1 08:00 08:15 High Int. 08:30 i 5 is Volume 7 15 22 10 6 16 1 13 Peak Factor 0,523 0.6561 0.847 )eak Hour From 07:00 to 08:45-Peak 1 of 1 07:00 45 By Approach 08:00 07: 42' 31 42 73 Volume 21 32 53 1 27 15 Percent 39.6 60.4 64.3 35.7 42.5 57.5 1 Ub:uU 07:15 1 High Int. 08:30 9 14 231 Volume 7 15 22 10 6 16 0.793 Peak Factor 0.602 0.656 N/S Street Route 125 Accurate Counts File Name :30790003 EfW Street Route 125 Connector 978-664-2565 Site Code :30790003 City/State Haverhill,MA Start Date :05/02/2001 Weather Clear Page No :1 Rbufe-1-25--... ---R-oufe-1-2�- ConlneUor- From North From South From West S Total i Left Start Time Thru 1 RightI___�4p Total I eft _ Thru ! Right .Total Int.Total Peak Hour From 07:00 to 08:45-Peak 1 of 1 Intersection 07:15 Volume 663 762 1425 265 185 450 314 944 1258 3133 Percent 46.5 53.5 58.9 41.1 25.0 75.0 Volume 663 762 1425 265 185 450 314 944 1258 3133 Volume 196 198 3941 39 51 901 71 233 304 788 Peak Factor 0.994 High Int. 07:30 j 07:45 07:45 Volume 196 198 394 88 43 131 86 242 328 Peak Factor 0.904j 0.859 0.959 Route 125 Out In Total _4991 4=-T2 5 192=4 - L_762_J_ 6631 Right Thru 61' North a5WO 1 7 15 0-0 AM 0 512/01 8:00:00 AM Cars 0 Tr ucks Left Thru -1 6=0 -_-:4�5O ;-2-- 05-71 Out In Total Route 125 Accurate Counts File Name :30790003 Street : Route 125 Site Code 30790003 978-664-2565 ,V Street: Route 125 Connector Start Date 05/02/2001 ty/State Haverhill,MA Page No : 1 -ather Clear -C-o-n-necfor -- 'c From West -Route 123 From North From South ------West I A Int.Total I I Total Left Total Start P�Tot a I�, �M r u Time 1 App yak Hour From 07:00 to 08:45-Peak 1 of 1 Intersection 07:15 410 284 903 1187 2991 Volume 653 741 1394 240 170 Percent 46.8 53.2 58.5 41.5 23.9 76.1 Volume 653 741 13941, 240 170 410 284 903 1187 2991 64 220 284 758 Volume 194 195 389 1 38 47 85:; 10.986 Peak Factor 07:45 High Int. 07:30 07:45 78 235 313 Volume 194 195 3891 77 41 11811 0.9481 Peak Factor 0.896 1 0.869 : Route 125 Out In Total I 1 -1848 _:��94 _74 D1=653 Right Thru FAN i - North 15 U-1 8 � F210 7'15 00 AM _ 12l0100.00 AM o Cars —__j 01. Left Thru F 15561 4=1 0 1=966 1: In Total Route 125 N/S Street : Route 125 Accurate Counts File Name :30790003 E/W Street: Route 125 Connector 978-664-2565 Site Code :30790003 City/State Haverhill,MA Start Date :05/02/2001 Weather Clear Page No :1 Router— -- ou e -" - Connector From North From South From West Start Time Thru Right` Amp Total y Left( Thru Ap�Total Left Right r App.Total Int.Total Peak Hour From 07:00 to 08:45-Peak 1 of 1 -- Intersection 07:45 Volume 18 28 46 27 15 421 34 27 61 149 Percent 39.1 60.9 64.3 35.7 55.7 44.3 Volume 18 28 4611 27 15 42 34 27 61 149 Volume 7 15 22 2 4 6 j 7 8 15 43 Peak Factor 0.866 High Int. 08:30 08:00 08:15 Volume 7 15 22 10 6 161, 13 5 18 Peak Factor 0.523 0.656 1 0.847 Route 125 Out In Total .49 I---46 95 -L—� L_26 18 Right Thru I I I I j I i I� North s N—I c - `r� 5/2/017:45:OOAM� ' o '-I N,m_ 612101 8:30:00 AM U ` o��) lTrucks I i I I I Left _Thru - 27 15! I--451 142 _87 j Out In Total Route 125 ' File Name :30790003 Accurate Counts Site Code :30790003 Street : Route 125 9'78-664-2565 Start Date JJ street: Route 125 Connector :OS/02/2001 1 ty/State Haverhill,MA Page No rather Clear Groups Printed-Cars-Trucks — —_ r Conner r - ou e ou e From West - -- - -- From South ____ From North _ _--- --- LeftRi ht int.Total- - ——— Thru -- Ri ht i Left -- 804 -- --9 ru --- 77 — Start Time — 184 - 127 195 -- 16:00 81 140 138 189 74 804 16:15 75 117 211 87 909 16:30 56 199 167 162 251 187 : 790_ 113 �, 86 __—- 162 .-____ 510 If ----- _" 3307 16:45 ------ 63 -- 1 845 619i 734 324� _ ---------Total 275 185 95 889 17:00 68 145 ! 233 163I 192 69 899 202 17:15 63 1681 05 1501 180 78 849" 06 17:30 65 134 171 �,_.___ 185 __ 70 17:45 64 117 ! 142 742 312 3343 11 ----- -----Total 260 564 779 686 1305 ! 1476 636 6650 535 1074 1624 Grand Total 55.4 44.6 1 69.9 30.1 Apprch% 33.3 66.7 I 9.6 Total% 8.0 16.2 I 24.4 19.6�I 22.2 _ -----T-"--- 'Cd-- or -- - ----- ou e ou e From South From West From North -"' -- - --� Total I Left Ri ht A Total Int.Total!, -- Left Thru I Apt _9 �— p Total) --- — Start Time I_-- Thru Right i—gip _ ---- Peak Hour From 16:00 to 17:45-Peak 1 of 1 1064 Intersection 16:30 816 888 719 1607 727 ' 337 3487 Volume 250 566 55.3 44.7 68.3 31.7 Percent 30.6 69.4 816'i 8.3 4.7 16071 727 337 1064 3487 Volume 250 566 438I 188 87 275 909 Volume 56 140 1961 251 187 0.959 Peak Factor ; 16:30 17:00 High Int. 17:15 438 185 95 280 Volume 63 168 231 251 187 0,950 Peak Factor 0.883 0.917 Peak Hour From 16:00 to 17:45-Peak 1 of 1 1 16:30 16:15 By Approach 17:00 824 888 719 1607i 724 342 1066 Volume 260 564 67.9 32.1 55.3 44.7 Percent 31.6 68.4 l 16:30 1 17:00 17:15 High Int. 187 438 185 95 280 Volume 63 168 231 251 0.952 0.917 I Peak Factor 0.892� N/S Street : Route 125 Accurate Counts File Name :30790003 E/W Street: Route 125 Connector City/State Haverhill,MA 978-664-2565 Site Code :30790003 : Weather Clear Start Date :05/02/2001 Groups Printed-Cars Page No : 1 — --- ou a __. ------ Connector---- From North From South From West Start Time Thru -11- - ------------- --._--- — Left _Thru Left --Right Int.Total 16:00 78 133 177 125 ------ 188 69 770 16:15 74 109 207 135 183 63 771 16:30 51 1331 246 184 184 76 874 16:45 61 110 4— 190 166 1 160_ 84 771 Total — ---264 -- -- 485 i 820 --- 610 j 715-_—— 292 3186 17:00 67 1381 223 162 181 92 863 17:15 62 163 � 205 200 188 65 883 17:30 65 133 ! 196 149 174 75 792 ___--- 17=45 — -- 61-- 112 139 168 184 67 731 - ------ Total 255 546 763 - --679 � 727 299 3269 Grand Total 519 1031 ; 1583 1289I 1442 591 6455 Apprch% 33.5 66.5 ! 55.1 44.91 70.9 29.1 Total% 8.0 16.0 i 24.5 20.0 22.3 9.2 E;Stadfime,� I�out"e 925—.—_ _ __--- 3-- . - -- . Connec orFrom North From South From West Thru RightL —App.Total ,_ Left j Thru App.Total L Left Right�� .Total Int.Total Peak Hour From 16:00 to 17:45-Peak 1 of 1 — —. Intersection 16:30 Volume 241 544 785 I 864 712 1576 j 713 317 1030 3391 Percent 30.7 69.3 54.8 45.2 69.2 30.8 Volume 241 544 785 ; 864 712 15761 713 317 1030 3391 Volume 62 163 225 j 205 200 405 1 Peak Factor 188 65 253 883 High Int. 17:15 16:30 0.960 17:00 Volume 62 163 225 246 184 430 I 181 92 273 Peak Factor 0.872 0.916 i 0.943 Peak Hour From 16:00 to 17:45-Peak 1 of 1 By Approach 17:00 16:30 16:30 Volume 255 546 801 ; 864 712 1576 i 713 317 1030 Percent 31.8 68.2 69.2 30.8 54.8 45.2 High Int. 17:15 16:30 17:00 Volume 62 163 225 j 246 184 430; 181 92 273 Peak Factor 0.890 i 0.916 0.943 File Name :30790003 Accurate Counts Site Code :30790003 Street Route 125 978-664-2565 Start Date :05/02/2001 ✓Street: Route 125 Connector Page No :1 ✓/State Haverhill,MA ather Clear Groups Printed-Trucks ---- ----, -Connector- - ------- i ou e From South I From West From North _ — Int.Total—- -- Left �ht ---T-- Thru - — Ri ht Left --- 34 --- ----Thrt_ _ __2�_ -- 7 -- 2 7_ g Start Time ——__-_ 7 33 --- 3 4 6 it 35 16:00 3 16:15 1 8i 5 3 ' 4 12� 19 16:30 5 1 l-._ Z.. - - 32 119 16:45 --319 2 —_ 25 --------- -----------11 221 5 ,, 10 3 26 Total 1 4 17:00 1 7`! 2 . 4 4 16 17:15 1 5 0 14 3 1 l 6 3 18 17:30 5 3 3!'—-- 15_—.— 13 Total 74 17:45 _ --- 16 7 1 ----- --- 5 18 195 41 16 34 45 I Grand Total 16 43 I 43.0 57.0 72.9 71.9 28.1 I Apprch% Z7.1 8.2 17.4 23.1 Total% 8.2 22.1 21.0 RouTe 1 - -- --- Connector -- Route 92� From West From South _---,— From North - — ltali,:t Total Ri ht' A Total I Left I — Thru App Total .-__- Left! Rights App. Start Time _9 —_PP __- ---- 'eak Hour From 16:00 to 17:45 Peak 1 of 1 51 121 Intersection 16:00 g 34 19 32 Volume 11 25 36 25 37.3 62.7 73.5 26.5 32 51 121 Percent 30.6 69.4 36 25 g 34 ; 19 15 35 Volume 11 25 3 8 i 4 11 Volume 5 7 12' S 0.864 Peak Factor 16:45 16:15 17 High Int. 16:30 9 1 10 : 6 li Volume 5 7 121' 0.850 0.750 Peak Factor 0.750 Peak Hour From 16:00 to 17:45-Peak 1 of 1 16:15 16:00 51 By Approach 16:00 g 36 i 19 32 Volume 11 25 36' 28 37.3 62.7 69.4 77.8 22.2 Percent 30.6 117:00 16:15 17 High Int. 16:30 1 11 6 it Volume 5 7 12 10 0.818I 0.750 0.750 Peak Factor N/S Street : Route 125 Accurate Counts E/W Street: Route 125 Connector File Name :30790003 City/State Haverhill,MA 978-664-2565 Site Code :30790003 Weather Clear Start Date :05/02/2001 Page No : 1 -�ouTe T25 From North North octor— From South From West Start Time 1 _ Thru - Right i �p Total _ Left j - Thru �p_Total 1 — Left Right —� .Tota�11 nt.Total; Peak Hour From 16:00 to 17:45-Peak 1 of 1 - - - Intersection 16:30 Volume 250 566 816 888 719 16071 727 337 1064 3487 Percent 30.6 69.4 55.3 44.7 68.3 31.7 Volume 250 566 8161 888 719 16071 727 337 1064 3487 Volume 56 140 1961 251 187 438 j 188 87 275 909 Peak Factor High Int. 17:15 0.959 16:30 17:00 Volume 63 168 231 i 251 187 438 185 95 280 Peak Factor 0.883 0,917 0.950 Route 125 Out In Total '_...14 661 i_8 l 22621 I-5661_ 5 Right Thru 1 1 I I I m F-IN1 ! sir e North U � J j �/2/01 5:15*00 PM i OI`fI .� (Cars 1 `-� [Trucks — 1 i I I i I 1-; I i Left Thru —_T -= 160-7 2194 Out In Total Route 125 File Name :30790003 Accurate Counts Site Code :30790003 i Street Route 125 978-664-2565 Start Date :05/02/2001 vV Street: Route 125 Connector Page No 1 tY/State Haverhill,MA eather Clear ---- -------_ Gonnec of r- -- - ou e From West From south -___-- _A Total Int.Total-! From North _ _--r Total _ Left Right, ___PP• _—_ _ . _ -- ,m —� Ri ht! App.Total i— Left_i-__ Thru PP___ — Start Tme Thru __9_ eak Hour From 16:00 to 17:45-Peak i of 1 1030 3391 Intersection 16:30 785'` 864 712 1576! 713 317 Volume 241 544 69.2 30.8 3391 54.8 45.2 1030 Percent 30.7 69.3 785 j 864 712 1576 i 713 317 253 883 Volume 241 163 225 ( 205 200 405 ! 188 0.960 Volume 62 163 Peak Factor 16:30 17:00 273 High Int, 17:15 92 225 ' 246 184 0 916 181 0.943 Volume 62 163 0.872 Peak Factor Route 125 � Out In Total i_14251 !_i 85 2210 I - --1 - i 544 241' Right Thlru I I m mlm �!�I North 5/2/01 4:30:00 PM c "-i_i �`•i 5/2/01 5:15:00 PM �! o `A v i�I (Cars------ . � OILo i ii I i I I T ! 1-, I i Left Thru 8641 712 5581 1576 2134 Out in Total Route 125 N/S Street : Route 125 E/W Street: Route 125 Connector Accurate Counts File Name :30790003 City/State Haverhill,MA 978-664-2565 Site Code :30790003 Weather Clear Start Date :05/02/2001 Page No : 1 From North __ From West Co -- From South _ m West E;;S;t1;rtTime _ Thru Right App.Total j Left Thru App_Total C Left Ri ht Peak Hour From 16:00 to 17:45-Peak 1 of 1 -- ----. _.-90�App.Total Int.Total Intersection 16:00 Volume 11 25 361 25 g Percent 30.6 69.4 34i 19 32 51 121 Volume li 73.5 26.5 37.3 62.7 25 36 1 25 9 34 j 19 Volume 5 32 51 21 Peak Factor 7 12 5 3 8 4 11 15 135 High Int. 16:30 16:45 0.864 Volume 5 : 16:15 Peak Factor 7 10 9 i 10 6 11 17 0.750 0.850 0.750 Route 125 Out In Total i i . _Z8i I._36 64 I i Right Thru I i i o5 _ F-_ i l ,7 _, North U �tf1 I �J 12/01 4:00:00 PM 1 1/2/01 4:45:00 PM 1 01 1 iTrucks I I I i i ! I - I I I Left Thru _25 9� T- __�—, i. 43 l 34j [_ 77 1 out In Total Route 125 File Name :30790001 Accurate Counts Site Code :30790001 /S Street : Route 125 978-664-2565 Start Date :04/25/2001 /W Street: Lucent North Driveway page No : 1 'ity/State North Andover,MA feather Clear Groups Printed-Cars-Trucks - —_ - --------Lucent North_Ur___ Route-1-25 - -Route 125 -- - From West _ From North From South — Thru Right Left' LefS Righi —_-Int.Tota -- Thru _ -- - Start Time'," 67 - -- - 16 78 1 492 - -- 07:00 268 97 21 61 3 I 532 07:15 309 344 89 Z4 71 4 11 481 07:30 74 _ ------ --- 07:45 324 - 63 -- 15--------284 - -- 15 4 1940 --1- 76 _. __ - _ 1245 316 ---- _ -- Total 0 421 64 13 72 1 2 399 08:00 271 63 14 74 1 2I 343 08:15 245 15 66 ' 67 08:30 195 11 86 - - - - - -----5 - 1444 154-- -_ - ----- 7 08.45-_ - - _ 865-- -- 216 53 298 - --- - -Total - 532 22 9 3384 129 582 Grand Total 2110 81 g 71.0 29.0 20.1 18.1 1 0.3 Apprch% 79.9 15.7 3.8 17.2 . Total% 62.4 Rou -- - Lucent Norfh�r - "Route �25 125 From Wes _ _ From Sou -- --- From North -- - _ Total Int.Total Total - - Left'-- Thru_ APP_ Total ! Left Right', _-APP_---� - ---- ' Start Time Thru Right _ P_P• -_-Start Peak Hour From 07:00 to 08:45-Peak 1 of 1 4 19 1940 Intersection 07:00 1561 76 284 360 15 Volume 1245 316 216 78.9 78.9 21.1 19 1940 Percent 79.8 20.2 3601 15 4 316 1561 76 284 3 1 4 532 Volume 1245 433 24 71 95 I0.912 Volume 344 89 Peak Factor 07:30 07:00 High Int. 07:30 71 95 5 1 6 Volume 344 89 433 24 0.947 0.792 Peak Factor 0.901 Peak Hour From 07:00 to 08:45-Peak 1 of 1 07:00 07:00 19 By Approach 07:00 284 360 15 4 Volume 1245 316 1561 76 78.9 21.1 J 20.2 21.1 78.9Percent 79•8 07:30 07:00 High Int. 07:30 71 95 5 1 89 433 ', 24 0.947 i 0.792 Volume 344 0.901I Peak Factor N/S Street : Route 125 E/W Street: Lucent North Driveway Accurate Counts City/State North Andover,MA 978-664-2565 File Name :30790001 Weather Clear Site Code :30790001 Start Date :04/25/2001 -- -- - - Groups Printed-Cars Page No I Route 125 -----------.. - � " Roule 125- Start Time From North From South Lucent North Dr --_.- From West Thru -- Rlght--- Left-, _.- 07:00 .- - - 262 ._ -- _--- -- Thru Left - --------- 07:15 67 1674 Right ---- Int.Total 07:30 336 97 21 54 3 1 ,' 425 89 24 66 ij 480 — -- 07:45 320 63 3 519 72 Total - .__ 4 12Z2 --------- 4--- _ 316. 75 4 - --- 474 266 15 08:00 263 1898 08:15 239 64 13 67, 1 08:30 fi3 14 71 0 408 188 62 1 2 --------- 08:45 - 146 60 : 3 15 390 75 1 273 330 Total - - - 53 2� 5 --- —1390 Grand Total 2058 532 Apprch % 79.5 20.5 9.2 0.8 22 g Total% 62.6 16.2 1 3.9 71.7 20.0 3288 16.4 0. 0.3 ! - Route 125 -- Fro Riht North A Total Route 125--_ Lucent North Dr From South -- I Start Time Thru g pp, Left Thru q From West Peak Hour From 07:00 to 08:45 Peak 1 of 1 - pp. Total -- eft Right App,Total j Int.Total Intersection 07:00 -- _. Volume 1222 316 1538 Percent 79.5 75 266 341 15 20.5 4 22.0 78.0 19 1898 Volume 1222 316 1538 78.9 21.1 75 266 341 15 89 425 24 66 4 19 Volume 336 ; 1898 Peak Factor 90 3 1 4 High Int. 07:30 519 Volume 07:00 07:00 ! 0.914 336 89 425I 16 Peak Factor 740.905 90 ' 5 1 6 0.947 OJ92 �Peak Hour From 07:00 to 08:45-Peak 1 of 1 By Approach 07:00 07:00 Volume 1222 316 1538 07:00 Percent 79.5 75 266 341i 15 20.5 4 22.0 78.0 High Int. 19 07:30 07:00 78•9 21.1 Volume 336 89 425 : 07:00 Peak Factor 16 74 90 5 0.905 I 0.947 1 6 0.792 File Name :30790001 Accurate Counts Site Code :30790001 / Su _ Route 125 W Street: eet: Lucent North Driveway 978-664-2565 Start Date :04/25/2001 'ity/State North Andover,MA Page No I Veather Clear Groups Printed-Trucks - ---- 5 - -LucentTlortfi -- - _ Route 125 Roue2 From West _ Start Time From South From North Total _ - t Left _ Right I-----------.. Left Thru _ - - --- - _ Thru I. Right -- --0 - 4 - p p i 10 -- _- 07.00 6 0 0 7 0 0 � 13 12 07:15 5 0 5 p Oi 07:30 8 0 - --—---7 07:45 3 2 - 42 Total - 0- -1- - - - 18 0 0i, - p i 23 0 0! 13 5 08:00 8 0 p 3 0 0 13 08: 7 0 0 6 0 --- 08:30 30 0 p 11 p ----19 - - 08:45--- 8 - - — Z5 p 0 _ -Total 29-------_ 1 43 0 0 96 52 0 Grand Total 2 3 97.7 0.0 0.0 , Apprch% 100.0 0.0 0.0 Total% 54.2 0.0 1.0 44.8 0.0 Route 125 Route 125 - Lucent North 6r -. -- -- From West __ From North From South ---- - Total Int,Total 9 - p- Start Time. Thru Right App.Total _ Left,_.— Thru; App_Total Left Right L_ A_p. Peak Hour From 07:00 to 08:45 -Peak 1 of 1 Intersection 08:00 29, 0 25 25 0 0 0 54 I Volume 29 0 0.0 0.0 0.0 0.0 100.0 0 p p 54 Percent 100.0 29 0 25 25 Volume 29 0 11 0 0 0 19 Volume 8 p 8 p 11 0.711 Peak Factor 08:45 6:45:00 AM High Int. 08:00 8 p 11 11 Volume 8 0 0.568 Peak Factor 0.906 Peak Hour From 07:00 to 08:45 - Peak 1 of 1 07:00 08:00 By Approach 08:00 p 25 25 0 0 0 I% Volume 29 0 29 - - Percent 100.0 0.0 0.0 100.0 08:45 _ High Int. 08:00 p it it Volume 8 0 8 Peak Factor 0.906 0.568 N/S Street : Route 125 E/W Street: Lucent North Driveway Accurate Counts File Name :30790001 City/State North Andover,MA 978-664-2565 Site Code :30790001 Weather Clear Start Date :04/25/2001 Page No 1 Route 125 Route T75— _ From North Lucent Nortfi Dr - - _ From South From West Start Time Thru Ri ht A Total Left Thru A Total Left - —— - Peak Hour From 07:00 to 08:45-Peak 1 of 1 App.- __ Left Right A Total Int.Total — --PP-- Intersection 07:00 —- Volume 1245 316 1561 76 284 Percent 79.8 20.2 360 15 4 Volume 1245 316 21.1 78.9 78 9 21 1 19 1940 1561 76 284 360 4 Volume 344 89 433 24 71 15 19 1 Peak Factor 95 3 1 4 532 32 High Int. 07:30 07:30 i 07:00 0.912 Volume 344 89 433 24 71 95 5 1 Peak Factor 0.901 I 0.947 0.7921 Route 125 Out In Total 299 9561_] '__1860_ 316� 1245i Right Thru I m o'v! F- North Z U 4/25/01 7:45:00 AM J p'Mi Cars 'Trucks Left Thru 766:04.1 1249 Out In Total Route 125 J/S Street : Route 125 Accurate Counts File Name :30790001 i/W Street: Lucent North Driveway 978-664-2565 Site Code :30790001 _,ity/State North Andover,MA Start Date :04/25/2001 Yeather Clear Page No : 1 ----- - -" - - - - 125-125 _- -------Roue F25— -_- Lucent North Dr From North From South From West --- Starf:Time Thru Right App.Total Left Thru _ App.Total Left Right App.Total I Int._Total 'eak Hour From 07:00 to 08:45-Peak 1 of 1 Intersection 07:00 Volume 1222 316 1538 75 266 341 15 4 19 1898 Percent 79.5 20.5 22.0 78.0 78.9 21.1 Volume 1222 316 1538 75 266 341 15 4 19 1898 Volume 336 89 425 24 66 90 3 1 4I, 519 Peak Factor 10.914 High Int. 07:30 07:00 07:00 Volume 336 89 425 16 74 90 5 1 6 Peak Factor 0,905 ! 0.947 0.792 Route 125 Out In Total 281 1538 1819 316 1222 Right Thru m o e o'�I F o N 0 North z c 4/25M 7oo.obAM c t 4/25/01 7:45:00 AM m �?,o,. ,Cars O Left Thru 1226' s 341; 1567� Out In Total Route 125 N/S Street : Route 125 Accurate Counts File Name :30790001 E/W Street: Lucent North Driveway 978-664-2565 Site Code :30790001 City/State North Andover,MA Start Date :04/25/2001 Weather Clear Page No : 1 --- oF�uTe T25___---- -- - -_ Lucenft`Torth DFr--- i From North From South From West - - - -- ------ - ---Start Time Thru !, Right App.Total Left Thru App.Total Left Right _App.Total Int.Total - -- - -- - m 07:00 Peak Hour Fro to 08:45-Peak 1 of i - Intersection 08:00 Volume 29 0 29 0 25 25 0 0 0 54 Percent 100.0 0.0 0.0 100.0 0.0 0.0 Volume 29 0 29 0 25 25 0 0 0 54 Volume 8 0 8: 0 11 11 0 0 0 19 Peak Factor 0.711 High Int. 08:00 08:45 6:45:00 AM Volume 8 0 8 0 li it Peak Factor 0.906 0.568 Route 125 Out In Total 2S, 291 I___54 i 0' 29 Right Thru / m � 0 H 0 0 North � J O c _ - o 4/25/01 8:.MOO AM m f 4/25/01 8:45:00 AM o Trucks O Left Thru 0' ---25 1 , 29 25'. _54. Out In Total Route 125 File Name :30790001 d/S Street Route 125 Accurate Counts Site Code :30790001 /W Street: Lucent North Driveway 978-664-2565 Start Date :04/25/2001 'ity/State North Andover,MA Page No 1 feather Clear Groups Printed-Cars-Trucks ------ --- Route f25 Lucent North Dr te- Rou 125 From West From North From South - Total _ Int.T to Ri ht -_Left Thru Left Right L - — --- -- - Thru- -. - -g-- -- - - - 60 12 388 - - Start Time _ 16:00 103 6 0 207 63 151 442 16:15 97 3 0 293 . 69 261 494 16:30 104 2 14 I 431 73 -i ----- -1 280- - ------67 ------ 1755- 16:45-_- __ - 377 12 1 1044 254 ---------- -- - Total 308 62 24j 476 17:00 80 1 ' 1 44 20 ' 518 17:15 108 1 0 345 277 35 9 418 17:30 96 1 0 211 36 17 _. -- ----. —345 0--- - ----- - i 1757 17:45---- - __- -- - -- 70 79_-- 5 1 1141 177 --- ----- Total 363 2 2185 431 1371 3512 Grand Total 740 17 24.1 2.2 99.9 75.9 Apprch% 97.8 0.5 0.1 62.2 12.3 3.9 Total% 21.1 _ -- Lucent North Dr- --� ---- - Route 125 ---- --- -RouTe T25 -._ ---- From West From South � ---- --- From North -- _ -- - Int Total Total Left Thru_ App,Total Left Right App _ot - oa Start Time Thru -Right App, Peak Hour From 16:00 to 17:45 -Peak 1 of 1 Intersection 16:30 370 2 1226 1228 237 84 321 1919 Volume 365 5 73.8 26.2 Percent 98.6 1.4 0.2 99.8 321 1919 Volume 365 5 370 2 1226 1228 237 84 64 518 1 109 0 345 345 44 20 Volume 108 0.926 Peak Factor 17:15 16:30 High Int. 17:15 109 0 345 345 69 26 95 1 Volume 108 1 0.345 0.8451 Peak Factor 0.849 Peak Hour From 16:00 to 17:45 -Peak 1 of 1 16:30 16:15 By Approach 16:00 2 12Z6 1228', Z56 79 335i Volume 377 12 389 76.4 23.6 Percent 96.9 3•1 0,2 99.816:30 17:15 High Int. 16:00 345 i 69 26 95 109 j p 345 Volume 103 6 0.345 ' 0.882 Peak Factor 0.892 N/S Street Route 125 E/W Street: Lucent North Driveway Accurate Counts File Name :30790001 City/State North Andover,MA 978-664-2565 Site Code :30790001 Weather Clear Start Date :0412512001 -- Groups Printed-Cars Page No : I Route 12b _---_—_-_--- Route T25-- ---- -_ --Lucent North Dr-----�From North From South--_ From West ___-- _-- Start Time Thru - --- -- -.-. Ri ht ___ - Thru - - 9 -- Left i Left - --- 16:00 96 4 -- --- -Right' Int.Total 16:15 0 198 60 12 ----—370 96 3 0 258 63 16:30 101 2 0 284 15 435 16:45 71 69 26i 482 --- ------ 1 277 62 -. 426 Total --—---- ---------- - 67 , 364 10 1 1017 -.--- 14 254 � ------ 1713 9 7 17:00 17:00 1 1 : 1 303 62 241 470 17:15 93 1 0 344' 44 20 516 0 274; 35 9 412 ----- ----___ 17:45 75 2 0 209 - - - 36 _ --- 17 _3_39 Total --------- --_-_ __ 354 5 1 1130 177 - ----- 70! 1737 Grand Total 718 15 Apprch % 98.0 2 0 2 2147 431 137 3450 0.1 99.9 Total% 20.8 0.4 0.1 62.2 12.5 24.1 .5 4.0 1 -----. ..- - - - Route 125 - --- -- Route 125-. - Lucent-North-Ur From North _ From South i Start Time Thru : Right App.Total---,-- Left Thru A Total From West Peak Hour From 16:00 to 17:45-Peak 1 of 1 - pp, Left Right _App Tbial Int.Total Intersection 16:30 Volume 358 5 363 2 1208 1210i 237 i Percent 98.6 1.4 0 2 84 321 1894 99 8 Volume 358 5 73.8 26.2 2 1344 1344 237 84 321 1894 Volume 107 1 108 Peak Factor 0 344 344 44 20 64! 516 High Int. 17:15 17:15 10.918 Volume 107 1 108 16:30 Peak Factor 0 344 344 69 26 95 0.840 ' 0.879 0.845 j Peak Hour From 16:00 to 17:45- Peak 1 of 1 By Approach 16:00 16:30 16:15 Volume 364 10 374 2 1208 Percent 97.3 2 7 1210 256 79 335 0'2 99'8 High Int. 16:30 76.4 23.6 17:15 Volume 101 16:30 Peak Factor Z 0.908 0 344 344 69 26 95i 0.879 0.882 Accurate Counts File Name :30790001 US Street Route 125 Site Code :30790001 :/W Street: Lucent North Driveway 978-664-2565 Start Date :04/25/2001 ity/State North Andover,MA Page No 1 ,Feather Clear Groups Printed-Trucks Lucent North Dr - - --- Roufe� b2 --.- - Route-125 From West From North From South --_ ------ -- - Int.Total — -_-- Left Right _— _ Rt ht•-- — Left'. .__ Thru _ -- _ - 18 Start Time-;- Thru -.-9 2 0 9 0 0 _ 7 0 01 7 _ -__---- 16:00 6 16:15 1 0 0 9 0 0 1 12 16:30 3 0 0 3 0 0 -- - -------- 5 16:45 2_ — -_ _- O - - 27 0 0 42 - - - 13 - Total 0 5 0 01 6 17:00 1 0 0 1 0 0 i 6 17:15 1 0 3 0 0 17:30 3 0 0 ----------- _6. 17:45- --0-.----------- ---- 11 0 0 20 Total 9 0 . 0 -----_ - 0 38 0 0 I 62 0.0 Grand Total 22 2 0.0 Apprch% 91.7 8.3 0.0 100.0 Total% 35.5 3.2 0.0 61.3 0.0 0.0 1 _-" Lucent Mort Dr Route 125 _ — - Route125 - From North From South From West _ - - Total Left Right App.Total __Int.Total - - _ Left: Thru App. Start Time Thru Right App.Total Peak Hour From 16:00 to 17:45-Peak 1 of 1 Intersection 16:00 27 Z7 0 0 0I 42 Volume 13 2 15 0 0.0 0.0 Percent 86.7 13.3 0.0 100.0 0 2 0 42 15 0 27 27 0 18 Volume 13 9 9 0 0 0 Volume 7 2 9 0 i 0.583 Peak Factor 16:00 High Int. 16:00 0 g 9 Volume 7 2 9 OJ50 Peak Factor 0.417 Peak Hour From 16:00 to 17:45-Peak i of 1 16:00 16:00 By Approach 16:00 27 27 0 0 0 i Volume 13 2 15 0 - - Percent 86.7 13.3 0.0 100.0 16:00 High Int. 16:00 9 Volume 7 2 Peak Factor 0,417 0.750 N/S Street Route 125 E/W Street: Lucent North Driveway Accurate Counts File Name :30790001 City/State North Andover,MA 978-664-2565 Site Code :30790001 Weather Clear Start Date :04/25/2001 Page No 1 Route-125 -- -— Route T25-- _ - _ ---- _ From North From South Lucent-North Dr- Start _ From West Time Thru Rl ht A Total Left Thru A Total Left Right; A g ---PP• 9 PP.Total Peak Hour From 16:00 to 17:45-Peak 1 of 1 - Int.Total Intersection 16:30 -- - Volume 365 5 370 2 1226 1228 237 Percent 98.6 1.4 99.8 73.8 26.2 3211 1919 0 Volume 365 .2 Volume 108 1 109 0 1226 345 1 244 84 321I 1919 345 Peak Factor 345 44 20 64 I 518 High Int. 17:15 17:15 10.926 Volume 108 1 16:30 Peak Factor 0 849 0 345 345 69 26 95 0.890 0.845� Route 125 Out In Total 146.3 370, j 1833: ... .5.. _.365 Right Thru 6 _rol �M � f- O North N J zO G:M' 4/25/01 4:30:00 PM U or - 4/25/01 5:15:00 PM J Q Cars Trucks Left Thou__ 2-'- 1226 40 1228; i 1677', Out In Total Route 125 File Name :30790001 d Accurate Counts Site Code :30790001 1/ Street Route 125 W Street: Lucent North Driveway 978-C64-2565 Start Date :04/25/2001 'ity/State North Andover,MA Page No 1 ,Veather Clear -.- Lucent NorfF Dr— - ----- - Rout--e 125 From West From North From South ___ _ -- -- .Total Int.Total - Total Left Thru I App,_Total Left Right Ap ---Start Time Thru Right _APP i'eak Hour From 16:00 to 17:45- Peak 1 of 1 Intersection 16:30 1210 237 84 321 1894 Volume 358 5 363 2 0.2 9.8 99.8 i 73.8 26.2 Percent 98.6 1•4 2 1208 1210 237 84 321I 1894 Volume 358 5 363 20 64 516 Volume 107 1 108 0 344 344 44 I0.918 Peak Factor 17:15 16:30 High Int. 17:15 0 344 344 69 26 95 Volume 107 1 108 0.845I Peak Factor 0.840 ' 0.879 ' Route 125 _Out In Total -- 1445 3631 18081 _5., 358 Right Thru e ' N N O� ~ North 4/25/01 4:30:00 PM z v� 4/25/01 5:15:00 PM c � v Cars J O a Left _Thru 2', 1208 442, 1210: 16521 Out In Total Route 125 N/S Street : Route 125 E/W Street: Lucent North Driveway Accurate Counts Pile Name :30790001 City/State Nortli Andover,MA 978-664-2565 Site Code :30790001 Weather Clear Start Date :04/25/2001 Page No : 1 _ Route 125- - - Route-125- From North Lucent North D - -- — From South From West Start Time Thru _ Right __A Total ' g Pp• _ _Left Thru A Total Peak Hour From 16:00 to 17:45 Peak 1 of 1 App. Left Right A Total Int.Total 9 _p. -— -- Intersection 16:00 -- Volume 13 2 15 0 27 Percent 86.7 13.3 27 0 0 O 0 i 42 Volume 13 .0 100.0 0.0 0.0 2 15 0 27 27 0 0 Volume 7 2 9 0 9 0 I 42 Peak Factor 9 1 0 0 0 18 High Int. 16:00 16:00 i 0.583 Volume 7 2 9 0 9 Peak Factor 9 0.417 0.750 i Route 125 Out in Total ,. _2_.._.L13 Right Thru N' (Q O � H o 0 North r � O G J o._. 4125/01 4:00:00 PM .rn 4/25/01 4:45:00 PM Trucks- 1 Left Thru 0..__ 27' ---..13: _ 2.7 O ut In Total Route 125 File Name :30790002 us Accurate Counts Site Code :30790002 VW Street: Lucent South 978-664-2565 Driveway Start Date :04/25/2001 'ity/State : North Andover,MA Page No t ;Veather Clear Groups Printed-Cars-Trucks --- -.---__ - ---- -- Lucent-South DR __-- -- - - Route 125 From West _ From South -Rig - — - _ _ ' Int.Total Start Time Thrue 2 From North ----- Thru _. Leftht i_ -- Ri ht Left -- 402 _ 07:00------ 195 68 30 62 8 4 I 423 --- _ - 39 75I 459 79 07:15 273 23 87 9 1 432_ 07:30 273 67_ 15 -- 89 5 1_i------ 1716 279 - 43 - -- -_ - 65 9 -- 07:45 965 257 107 313 —- Total 3 � 370 1 12 86 4 235 30 3 08:00 11 85 90 344 08:30 180 12 08:15 232 12 10 87 0 1 2 I 2 10 97 2 1I 1 - -138 4 _ 43 355__- -- - - 9 6 i 0845 _ 785 68 _ - 1266 Total 668' 74 15 � 2982 1750 325 150 16.9 Grand Total 15 7 18 3 81.7 83.1 Apprch% 84.3 22.4 2.5 0.5 Total% 58.7 10.9 5.0 --- - - Roufe-125 _ - LucenfSoufh DR _- --- -Roufe 125 m West From South From From North _- _ ----- - - Total L_- Int.Total -: _ Total I Left Right� _.ApP— - - Total Left Thru_ APP.-Total - ___ _Start Time Thru _Right: Ap_p. ___ Peak Hour From 07:00 to 08:45 -Peak 1 of 1 74'I 1716 Intersection 07:00 420 65 9 Volume 965 257 1222 107 31 87.8 12.2 25.5 74.5 74I 1716 9 1222i Percent 79.0 21.0 107 313 420 65 459 Volume 965 257 110 9 0 9I Volume 273 67 340 23 87 j 0.935 Peak Factor 07:15 07:00 High Int. 07:30 39 75 114 43 4 47 I Volume 273 67 340 0.921 0.394 Peak Factor 0.899 Peak Hour From 07:00 to 08:45 -Peak 1 of 1 07;15 07:00 74 219 Volume 1005 By Approach 07:15 426 65 9 1224 89 337 20.9 79.1 87.8 12.2 i Percent 82.1 17.9 07:15 07:00 High Int. 07:30 43 4 47 Volume 273 67 340 39 75 0.934 0.3941 Peak Factor 0.900 N/S Street Route 125 E/W Street: Lucent South Driveway Accurate Counts File Name :30790002 City/State North Andover,MA 978-664-2565 Site Code :30790002 Weather Clear Start Date :04/25/2001 j"---- -"- Groups Printed-Cars Page No 1 -- Route 125 ------- -- ouoT25 --- _. ___Lucent South DR"-- __ _ From North From South I - Start Time Thru - ---1--- From West 07:00 _ - -- -Right -- Left Thru ------ 191 68 — ——-" ---- Left RightL Int.Total 07:15 214 395 30 59 43 07:30 267 79 39 69 8 41 413 67 23 4 I 413 --------------- 07:45 273 _ H4 9 450 Total _ _ 945 _ 257 ------__1 86---- - - -- __- 5 - i I 167 29865 - 3 08:00 228 1681 08:15 226 30. 12 81 4 08:30 17Z 58 12 11 83 ! 3 3 336 10 86 0 1 I 334 08:45 132 79 : 1 274 12 Total 758 ---- ------ 43 - - - 9_ 329 - ---- ---- 245 6 I 1213 Grand Total 1703 325 ' 150 Apprch% 84.0 627 74 Total% 58.8 16.0 19.3 80.7 83.1 15 2894 11.2 5,2 16.9 21.7 2.6 0.5 Route 125 - From North Route 12b From South DR Lucent South --Start Time Thru .Right App.Total From West_ Left Thru A Total ' � Peak Hour From 07:00 to 08:45- Peak 1 of 1 -1 pp• Left Right A -- - 9 pp Total Int Intersection 07:00 _ Total Volume 945 257 1202 ! 107 298 Percent 78.6 21.4 405 405 65 9 74i 1681 Volume 945 257 1 2202 1077 298 6. 87.8 12.2 98 ' Volume 267 67 334 23 65 9 74I 1681 Peak Factor 84 107 9 0 9 High Int. 07:30 07:15 0.934 450 Volume 267 67 334. 39 07:00 Peak Factor 0.900 fig 108 43 4 47 1 0.938 Peak Hour From 07:00 to 08:45- Peak 1 of 1 0.394 By Approach 07:00 07:15 Volume 945 257 120Z 07:00 Percent 78.6 21.4 89 320 409 65 g 21.8 78.2 74 High Int. 07;30 ' 87.8 12.2 07:15 Volume 267 67 334 07:00 Peak Factor 39 69 108 43 4 0.900 0,947 47 0.394 File Name :30790002 Accurate Counts Site Code :30790002 )/S Street : Route 125?/W Street: Lucent South Driveway 978-664-2565 Start Date :04/25/2001 'ity/State North Andover,MA Page No 1 Heather Clear Groups Printed-Trucks - --Route 12-5 Lucent South DR Route 125 _ -- - From West ----From South Start Time. From North -- - -- Thru Left Right I Int.Total --- --- Left --- -- Thru!-- -Right--- --- 0' - 3 . 0 0 10 __ --- ----- 07:00 4 0 p 0 0 0 6 p i 9 07:15 4 0 3 0 07:30 6 0 3 0 0 07:45_ - --- 9 6 0 0- 0 - 0 35 _ - - - - 15 - 20 __-_-----____-_ Total 12 7 0 00 ', 8 08:00 6 0 0 2 p 0 16 08:15 8 0 0 8 0 0 17 08:30 11 --- -------- --53 M45-- __----26 —�'- �- - 26 p 0 �� -- - Total - 41 p 0 88 47 0'' 0 0.0! Grand Total 0 0 p,p 100.0 ', 0.0 Apprch% 100.0 46.6 0.0 0.0 Total% 53.4 0.0 ,, 0.0 - - -Route T2b Lucent South DR From West From South -- From North -- Total _Int.Total - Total Left Ri ht APp _ Total Left, Thru App. _ 9 - _ _ - Start Time: Thru___ Right App. _ Peak Hour From 07:00 to 08:45-Peak 1 of 1 0 53 Intersection 08:00 p 26 26 0 0 Volume 27 0 27 0.0 0.0 0.0 0.0 100.0 0 0 0 j 53 Percent 100.0 27 0 26 26 17 Volume 27 O 6 0 11 11 0 0 0 0.779 Volume 6 Peak Factor 08:45 6:45:00 AM High Int. 08:30 8 0 11 11 Volume 8 0 0.844 0.591 Peak Factor Peak Hour From 07:00 to 08:45-Peak 1 of 1 08:00 07:00 By Approach 07:45 0 27 0 26 26 0 0 0 Volume 27 0.0 100.0 Percent 100.0 0.0 08:45 _{ High Int. 08:30 8 8 0 11 11 Volume 0 0.844 0.591 Peak Factor N/S Street : Route 125 E/W Street: Lucent South Driveway ACCttrate Counts File Name :30790002 City/State North Andover,MA 978-664-2565 Weather Clear Site Code :30790002 Start Date :04/25/2001 Page No 1 Route T25- - __ From North Total From South RI _ Start Time Thru Right A t ucenl South -- ------- _ From Wes —�P _Left i -__Thru ! App.Total Left Peak Hour From 07:00 to 08:45 Peak 1 of 1 - -- g - App.Total Int.Total Intersection 07:00 ----- Volume 965 257 1222 Percent 79.0 21.0 5.5 313 420 9 Volume 965 257 25.5 74.5 87.8 12.2 74 1716 1222 ; 107 313 420 65 Volume 273 67 340 23 87 9 74 1716 Peak Factor 110 9 0 9 459 High Int. 07:30 07:15 0.935 Volume 273 67 340 i 07:00 Peak Factor 39 75 114 43 4 0.899 0.921 47 0.394 Route 125 Out In Total 12221 I- 1--- _ -- 257, 965'. Right Thru - i _ro m r. c1po.,r North / _ m 4/25-0/01 7:00:00 AM m m 4/25/01 7:45:00 AM U � _ � V J j cD. I p° Cars Trucks 1 Left Thru 107: 313. 974_, -420 ------- __._ - i 1394 Out In Total Route 125 WS Street : Route 125 Accurate Counts File Name :30790002 I?/W Street: Lucent South Driveway 978-664-2565 Site Code :30790002 Start Date :04/25/2001 City/State North Andover,MA Page No : 1 Weather Clear - -- Route 125 -.. - - - -Rou ee T25 LucentSouth DR From North From South From West — - --- -- -- Start Time -. - -- ru Right ___App.Total _._L� eft Thru__ App,_Total Left Right, App.Total InTotal Th Peak Hour From 07 00 to 08:45-Peak 1 of 1 Intersection 07:00 1681 Volume 945 257 1202 107 298 405 65 9 741 Percent 78.6 21.4 26.4 73.6 87.8 12.2 Volume 945 257 1202 107 298 405 65 9 74 1481 Volume 267 67 334 23 84 107 9 0 9 50 0.934 Peak Factor High Int. 07:30 07:15 07:00 Volume 267 67 334 39 69 108 43 4 0.347 Peak Factor 0.900 0.938 Route 125 Out In Total 363, 1202� 15651 257,_ 9451 _ Right Thru o6 r ~' North o m e o �4/25/61 T00:60 AM 7 7�5 4/25/01 7:45:00 AM � rn Cars O 1, Left _ T_hru _ 954 1 405 i 113591 Out In Total Route 125 N/S Street Route 125 Accurate Counts File Name :30790002 E/W Street: Lucent South Driveway 978-664-2565 Site Code :30790002 City/State North Andover,MA Weather Clear Start Date :04/25/200I Page No 1 Rouf-125 - - - -- — - Roufe 125--__ _. _____ Lucent South DR- --- From North From South From West Start Time Thru Right_-_App.Total Left Thru App.Total Left Right App. Peak Hou From l Int.Total r N.,00 to 08.45-Peak 1 of 1 - -- Intersection 08:00 Volume 27 0 27 0 26 26 0 0 0 53 Percent 100.0 0.0 0.0 100.0 0.0 0.0 Volume 27 0 27 0 26 26 0 0 0 53 Volume 6 0 6 0 11 it 0 0 0 17 Peak Factor I 0 779 High Int. 08:30 08:45 6:45:00 AM Volume 8 0 8 0 11 li i Peak Factor 0.844 0.591 Route 125 Out In Total 27 53 _0. Right Thru 0 0; North 5 o f .... J �, J 8.00:00 AM s 4/25101 8:45:00 AM m � J -�0, :Trucks Left Thru __.0.;----26 27. _.2fi_- 53 Out In Total Route 125 File Name :30790002 �/S Street Route 125 Accurate Counts Site Code :30790002 W Street: Lucent South Driveway 978-664-2565 Start Date :04/25/2001 ity/State North Andover,MA Page No 1 Weather Clear Groups Printed-Cars-Trucks - — - - - Rou ee T25 ou e 2�-- Zucerif South-DR- --- - From South From West _. From North Int.Total --- Left Rig t -- -- - Left I Thru --- Thru.' _. Right!--- ----- - --- - -- 11 340 Start Time _--1- -- 5 5 174 31 - - 16:00 118 78 421 423 189 ! 450 16:15 1 132 1 2 2101 72 33I 400 16:30 132 1 236 46 -25 - -1613 16:45_ - 88 -- 4 — 809 227 111 i - -- - --- Total 446 8 12 264 33 14 437 17:00 119 0 2 300 28 16I 476 17:15 127 3 15 15 397 4 253 17:30 107 3 330 1 --_ _ 198'__ 13 �------- 97_- 19 17:45_ _ __-__ - - - -- -14-_ 1015 , 95 58 � ------ _ Total 450 8 18241 322 169 3253 26 Grand Total 896 16 34.4 I Apprch% 98.2 1.8 1.4 98.6! 65.6 5.2 Total% 27.5 0.5 0.8 56.1 ' 9.9 ____--RouTe_125 - Lucent-South --- - -_ Route 125 - -- From West From North From South — — ----- __PP__ Total Int.Total r Start Time_ Thru_ __ _Right __ App.Total _- Left,_ Thru App_Total Left _Right Peak Hour From 16:00 to 17:45-Peak i of 1 Intersection 16:30 2671, 1763 Volume 466 5 471 15 1010 1025 179 88 1.5 98.5 67.0 33.0 Percent 98.9 1.1 267 1763 Volume 466 5 471 15 1010 1025 , 179 88 44 476 Volume 127 3 130 2 300 302 28 0.926 Peak Factor 17:15 16:30 High Int. 16:30 302 72 33 105 Volume 132 1 133 ! 2 300 0.636 I Peak Factor 0.885 0.849 Peak Hour From 16:00 to 17:45-Peak 1 of 1 16:45 16:15 By Approach 16:30 471 17 1053 10701 229 114 343 Volume 466 5 66.8 33.2 Percent 98.9 1.1 1.6 98.4 17:15 116:15 High Int. 16:30 300 302 j 78 42 120 Volume 132 1 133 2 0.715 Peak Factor 0.885 0.886 N/S Street Route 125 E/W Street: Lucent South Driveway Accurate Counts File Name :30790002 City/State North Andover.,MA 978-664-2565 Site Code :30790002 Weather Clear Start Date :04/25/2001 Groups Printed-Cars _ Page No I Roufe T25 Roufe T25 From North Lucent South DR----- � From South r-- - -- From West t Start Time -- - --- Thru --- -- t. --- Left - - _ Thru Left Right Int.Total 16:00 110 1 5 164 - 16:15 106 5 1 111 322 16:15 106 1 183 77 421 414 1 2 202 72 33 ------ --- -- -16_45—- 87 1 4 234. 439 - - - --- Total - - ----- - 46 25 397 783 - -- --- 226 111 1572 17:00 116 0 7 261 17:15 125 3 28 16 431 17:30 104 2 297 16 471 17:45 95 3 4 252 15 15i 393 ----- - - - 2 1 196 393- -- - - -14 -._ ._1006 95 58-' --- ----------- Total _ _ 19 440 g ; 13 , _._.. 326 -- 1621 Grand Total 872 16 26 I3193Apprch% 98.2 1.8 1.4 98.6 5.5 34.5Total% 27.3 0.5 0.8 56.0 10.1 5.3 j ----- ' Route-T25-.-_..__ ------ Roufe 125--- ___ . From North Lucent South 6R - _-.- -i - - From South From West Start Time Thru Rt ht A Total Left Thru A Total Left Ri ht'; A g PP• - - --- Peak Hour From 16:00 to 17.45 Peak 1 of 1 -PP' 9 pp,Total}—Int.Total _J Intersection 16:30 Volume 457 5 462 15 994 1009 179 Percent 98.9 1.1 88 267 1738 Volume 457 5 1.5 98.5 67.0 33.0 462 15 994 1009 , 179 Volume 125 3 128 2 88 267 1738 Peak Factor �97 299 28 16 44 471 High Int. 16:30 17:15 10.923 Volume 129 16:30 1 130 2 297 299 ' Peak Factor 0.888 0.844 72 33 105 0.636 I Peak Hour From 16:00 to 17:45-Peak 1 of 1 By Approach 16:30 16:45 16:15 Volume 457 5 462 17 1044 1061 228 Percent 98.9 1.1 1 6 98 4 114 342 High Int. 16:30 66.7 33.3 ! 17:15 0 16:15 �Volume 129 Peak Factor 1 888 2 297 299 77 42 119 0.887 0.718 Accurate Counts File Name :30790002 ,/S Street : Route 125 Site Code :30790002 L/W Street: Lucent South Driveway 978-664-2565 Start Date :04/25/2001 City/State North Andover,MA Page No l Weather Clear -- Groups Printed-Trucks - Route�Z5 - - -- - -_ Rom Nort - - -LucentFrom West --- - —- From North From South Right Int.Total — - -- - Left L--- Thru Let 9 Start Time_I _ -- _ Thru.; Right.':._. - 10 0 0 ! 8 -------- --- 16:00 8 0 . 0 6 1 0 9 16:15 2 0 0 8 0 0 ; 11 16:30 3 0 0 ---- 16AS- --- 2 0 26 - - 41 ---------- Total 14 3 0 0 6 17:00 3 0 0 0 OI 5 17:15 2 0 0 i 0 p 4 17:30 3 0 0 17.45- - - - 0I19 - - - 0 9 Total 10 0 Grand Total 24 0 , 0 35 ' 1 0 60 1 0.0 100.0 100.0 0.0 Apprch% 100.0 0 0 1 7 0.0 i Total% 40.0 0.0 0.0 58.3 - - Roufe 125 Route 125 Lucent South DR From North From South From West I - -- - - Total Left Right App Totals - Int_Tota r St_artTime Thru_._ __Right App.Total Left T ru - Peak Hour From 16:00 to 17:45- Peak 1 of 1 Intersection 16:00 14 0 26 26 1 0 1 41 Volume 14 0 100.0 0.0 Percent 100.0 0.0 0.0 100.0 1 41 0 14 0 26 26 1 0 Volume 14 0 10 10 0 0 0 18 Volume 8 0 8 I0,569 Peak Factor 16:15 High Int. 16:00 16:00 0 1 Volume 8 0 8 0 10 10 1 0.650' 0.250 1 Peak Factor 0.138 Peak Hour From 16:00 to 17:45-Peak 1 of 1 16:00 16:00 By Approach 16:00 p 26 26 1 0 1 , Volume 14 0 14 0.0 100.0 100.0 0.0 Percent 100.0 0•0 16:15 High Int. 16:00 16:00 0 8 0 10 10 1 0 1 Volume 8 0.650 0.250 Peak Factor 0.438 N/S Street : Route 125 Accurate Counts E/W Street: Lucent South Driveway File Name :30790002 City/State North Andover,MA 978-664-2565 Site Code :30790002 Weather Clear Start Date :04/25/2001 Page No 1 - --- -- Roufe 12b—-_- -Route T25--- -- _ _-. -__ Lucent-South DR--- ---� From North From South __ m _.. --- - - ----- From West ---Start Time Thru Right A Total Left Thru A Total Left Right A Total Int.Total - __PR Peak Hour From 16:00 to 17:45 Peak 1 of 1 -- - -- PP_ -.PP Intersection 16:30 Volume 466 5 471 15 1010 10251 179 88 267 1763 Percent 98.9 1.1 1.5 98.5 67.0 33.0 Volume 466 5 471 15 1010 1025 179 88 267 1763 Volume 127 3 130 1 2 300 302 28 16 44 476 Peak Factor High Int. 16:30 17:15 16:30 10.926 Volume 132 1 133 2 300 302 72 1 Peak Factor 0.885 0.849 33 105 0.636 � Route 125 Out n Total 1189_' 471 j i`1660! - 5_':�_Th_4_66_i Right ru _,�; m w H D' m' North � �.,.. '4/25/01 4:30:00 PM 4/25/01 5:15:00 PM U � J 'Ni v 0, :Cars 'Trucks i Left _Thru _ 151 1010� 554! 10251 1579! Out In Total Route 125 File Name :30790002 /S Street Route 125 Accurate Counts Site Code :30790002 : : :/W Street: Lucent978-664-2565 South Driveway Start Date :04/25/2001 'ity/State : North Andover,MA PageNo 1 Weather Clear -- Rouf�L5 -— Lucent South DR —� Route T25 - __---- -- - From West From North From South - ---" p Total I Int.Total .Total __Left Right A p___ -- - Total Left Thru_ AP.P_- _ _ Start Time _ Thru Right„ App Peak Hour From 16:00 to 17:45-Peak 1 of 1 1738 Intersection 16:30 1009I 179 88 267I Volume 457 5 462 15 994 67.0 33.0 1.5 98.5 267I 1738 Percent 98.9 57 1'5 462' 15 994 1009 16 44 179 88 471 Volume 4 5 299 . 28 Volume 125 3 128 2 297 10.923 Peak Factor 17:15 16:30 High Int. 16:30 299 72 33 105 1 130 , 2 297 0.636 Volume 129 0.888 0.844 Peak Factor Route 125 Out In Total 1173 - 462 I_1635_I -,_57_-_457 Right Thru e O Ni. North o clNl i, -' '4/25/61 4:30:00 PM i4/25/01 5:15:00 PM u of Cars ---' I 0' Left Thru 15'; 994: i 545' 1 ---,' 009I � 1554i. but- In Total Route 125 N/S Street : Route 125 E/W Street: Lucent South Driveway Accurate Counts File Name :30790002 City/State North Andover,MA 978-664-2565 Site Code :30790002 Weather Clear Start Date :04/25/2001 Page No I Route T2S— -- -- Rbufe__-F25___ - I From North Lucent South DR -- -- From South From West Start Time Th_ru Right A Total-.--- Left Thru A Total 9 PP• - Peak Hour From 16:00 to 17:45-Peak 1 of 1 - -App. Left Right A Tot4---mt.-Total -- -- g PP,._ — Intersection 16:00 ____ Volume 14 0 14 0 Percent 100.0 0.0 26 Z6 1 0 1 41 Volume 14 0.0 100.0 100.0 0.0 0 14 0 26 26 1 0 Volume 8 0 8; 0 10 i 41 Peak Factor 10 0 0 0 18 High Int. 16:00 16:00 10.569 Volume 8 0 16:15 8 0 10 10 1 0 Peak Factor 0.438 1 0.650 0.250 Route 125 Out In Total _27_ 41 Right Thru M^I M � 1- a' North N O_ 4/25/01__..4:00:0---- 0.-PM-__.--o.. o 4/25/01 4:45:00 PM ol Trucks Left_ Thru 64 261 -.------ _ 14� '___26- � L- 40 Out in Total Route 125 numum, .z64onoo1 ��nm Route o5 Accurate Counts ��rvo �264000 1 97o'/�4-o0 »m�num o/oromm 'wu��.. Holt Road .ty/Sm* . North Andover,MA Page No ' / *atber o«"dy Groups Printed-Cars'Trucks �-----------------------' nuv e From North From South From West �---_ - -��- �n -- -�_- /mv �� .�.. �s�--' --�o------rZ-—� - ro4 / , -- -- v'ov s n nr � � o7:m 188 a es o359 m�� z� o / � 4 � � n � - o7�o zsr - �___�__ _�cr__ oz ---------------r��r---------esO--- zu� �� _`, . �oo 1oe s o 1oo � s * azs no� s n �m o - 302 mu�« /«7 | o sm � on�n 130 v 260 oo�o 135 o � e /m * ~ ----------'----'-Tox�-------�ao--' -- -�s-'------o2------ /° .. / Grand Total �*� s1 s� o� ���/� � zms Avp,u`�� 96.7 13 n7 93.3 ~.~ i Total% 59.1 zu zx 34.2 10 1.3 / �ooRu--------� ---------- ----- -- - nvv�1us - — - �---'-nov�T2u pmmsonm ,.°.West From '- ��� mom *vp /�" ^'^Total -Right App. *pp/"� � / =ea-k-nuur Fmm 07'.-00-m08'45- of, /»tem^mmn 0715 sm cx *48 471 /z 13 zs| 141e Volume uys 21 ^y ms� 4�n ouo pemon^ or� eo *n �z 13 zo| 1412 Volume eeo z� s�o zy 448 * o / *04 Volume257 s zos x �zu �cw 0.87* Peak Factor MOO orAo mu»m, or:^o s a Volumecor ~ e63 a 126 �z� a n�78' Peak Factor oor/ are \!Peak Hour From u7uotooa:4n Peak 1c«1 07:45 By Approach 07:15 »r:o» zy 443 *rz 14 19 an Volume »ys 21 e�o` s� ens | *z�� 57.6 Percent n7J zo .00�ao ' xi�/� m`� �m`� 1� * r 11 o zoa� n 126 . volume zs7 n�o Joo � ner� . o Peak Factor N/S Street : Route 125 E/W Street: Holt Road Accurate Counts File Name 26400001 City/State North Andover,MA 978-664-2565 Site Code 26400001 Weather Cloudy Start Date :01/27/20Q R_ouTe1_Z5--- Groups Printed-Cars Page No _-Rou e Holt R-d-- From North I rtTirn—e From South From West i --hr—_E ff--R'g Thru 07:15 -0 TO-1 --------- G_ 183 4 5 117 2 2 07:30 247 3 3 94 0 1 313 07:45 252 348 5 7 122 1 0 __22434 Total387 08:00 193 3 4 105 1 1 08:15 167 3 6 309 8 08:30 122 4 8 110 1 4 296 89 1 08:45 134 6 7 96 2 61 230 T-of-al---- -61-6---- 2 247 5- 15 i---TU82- Grand Total 1450 41 52 834 Apprch% 8 221 2407 Total% 97.3 2�7 5.9 94.1 26.7 73.3 60�2 1.7 2.2 34.6 0.3 0.91 R -125 oute --- Route 1-25--- romorth FFoTF-Rd—j F N Stairl'Tiffie' - -Th-rd--- - From South From West Righf-_—App- Total- --Eeft -to 0&45-Pea�l�- Pea Hour From 07:001 of I to I App.To oTaT: Intersection 07:15 Volume 875 15 890 19 438 457 4 Percent 98.3 1.7 4.2 95.8 6 10 1357 Volume 875 40.0 60.0 15 890 19 438 457 4 Volume 252 5 257 6 10; 1357 7 122 129 1 Peak Factor 0 1 1 387 High Int. 07:45 1 07:45 1 0.877 Volume 252 5 257 7 122 129 07:15 Peak Factor 0.866 2 2 4 0.886 0.6251 Peak Hour From 07:00 to 08:45-Peak 1 of I By Approach 07:15 07:00 Volume 875 15 890 25 434 459 08:00 98.3 Percent 5 15 20 07:45 07:45 1.7 5.4 94.6 25.0 75.0 High Int. Volume 252 08:30 5 257 7 122 129 Peak Factor 1 6 7 0.866 0.890 0.714 1 File Name :26400001 Street : Route 125 Accurate Counts Site Code :26400001 W Street: Holt Road 978-664-2565 Start Date :01/27/2000 ity/State : North Andover,MA Page No : 1 'eather Cloudy Groups Printed-Trucks -Route T25 - ---- - ---— - _ - Holf -- Route 125 From South From West _ From North -- —TnTTota_ _. _._ Left - �igFit I - Thru RFght - Left----- Thru —------g Starf Time - __ _ 2- 3 1 10 07:00- 1 1 0 3 0 07:15 5 1 p Z 0 2 11 17 07:30 5 2 1 5 7 1 4 3 3 07:45 —�7 _------- - I. ---- -- ------- Total--- - -TS - 4, 2 2� 17 08:00 0 2; 1 3 2 0 15 08:15 0 1 3 08:30 8 2 2 5 2 1 13 08:45 1 2 --1-�- - g-- --------5T 30 10 9 22 16 11 ! 98 Grand Total 59.3 40.7 29 0 i Apprch% 75.0 25.0 71 71.0.4 16.3 11.2 Total% 30.6 10.2 9.2 _ -- Ro6tel25__ Holt Rd- Route 125 From South From West From North Total -ht-XPp-To -Tn-f.To al -I- - Total - -Ceff�- Thru ` App. Left Ri9 ------ -- - - -Slart Time- Thru Right APP sak Hour From 07:00 to 0&45-Peak 1 of 1 55 Intersection 07:15 4 10 14 8 7 15 ' Volume 20 6 26 28.6 71-4 53.3 46.7 55 Percent 76.9 23.1 14 g 7 15 6 26 4 10 q 17 Volume 20 7 2 q 6 2 2 Volume 5 2 0.809 Peak Factor 08:00 07:45 High Int- 07:30 4 6 3 3 6 Volume 5 2 7 2 0.625 Peak Factor 0.929 0.583 Peak Hour From 07:00 to 08:45-Peak 1 of 1 08:00 07:45 6y Approach 07:15 13 18 1p 6 16 I Volume 20 6 26 5 62.0 37.5 23.1 27.8 72.2 Percent 76.9 08:45 07:45 High int. 07:30 7 3 3 6 2 5 Volume 5 2 7 0.667 Peak Factor 0.929 0.643 N/S Street : Route 125 E/W Street: Holt Road Accurate Counts File Name :26400001 City/State North Andover,MA 978-664-2565 Site Code :26400001 Weather Cloudy Start Date :01/27/2000 Page No : 1 —Route 12� T_ From North From South o ea Rou—r— m : - —_ 9 , ppTotal _ T ru-- P.TotS ar Ime -- From West Ppo a nTOO- In 45�eaR-TO T-_ Pieff -,Tr Intersection 07:15 Volume 895 21 916 Percent 97.7 2.3 .9 5.1 471 .0 13 25 i 1412 Volume 4.9 95.1 48.0 895 21 916 23 448 52.3 Volume 257 6 263 134 12 13 25; 1412 Peak Factor 8 126 134 4 3 7 404 High Int. 07:45 07:45 1 0.874 Volume 257 6 263 08:00 8 1 i Peak Factor 26 134 3 5 0.871 0.879 8 0.781 j Route 125 Out. In Total 916 1376 - -21.__.895 Right Thru o; F North 0' GiN. J — 1/27/00 7:15:00 AM rn 1/27/00 8:00:00 AM p Cars Trucks Left Thru 908 i__471 j 1379 Out In Total Route 125 File Name :26400001 /S Street Route Accurate Counts Site Code :26400001 (W Street: Holt Road 978-664-2565d Start Date :01/27/2000 ity/State North Andover,MA Page No : 1 leather Cloudy Ho11-Rd----- - - — From gWest From North From South — oa n oaf -- Total- Ceft _ Thru App.Total _-Left Right -App. --- -- -Stan Tim6-- - Thou— Right App. - 'eak Hour From-0T:00 to 98-.45-Peek T 6f 1 ; Intersection 07:15 438 457 4 6 10 i 1357 Volume 875 15 890 19 40.0 60.0 Percent 98.3 75 1 6 1357 457 10 I Volume 875 15 42 958 890 19 438 4 0 1 387 Volume 252 5 257 7 122 129 1 10.877 Peak Factor 07:45 07:15 High Int. 07:45 122 129 2 2 4 Volume 252 5 257 7 0.625I 0.866 0.886 Peak Factor Route 125 out_ _ In _Total 442 890- ._1332 15 875 Right Thru 1 -a e m v 0 ~ North o �0 c� J 1/27/00 7:15:00 AM o m L 1/27/00 8:00:00 AM = o, e Cars O Left Thru - _19 438 133_8 Out in Total Route 125 N/S Street : Route 125 E/W Street: Holt Road Accurate Counts File Name :2640000] City/State North Andover,MA 978-664-2565 Site Code :26400001 Weather Cloudy Start Date :01/27/2000 Page No : 1 ou e 25— ------ From North From South Ho S ar Time --fhru ---RighT----A—pP,Total--- Lett--- From West Pea Hour From OT60 to 0� 5-Peak l of T —AP—P'Tota �eTt -- tR gfif — pp o a n. o a . Intersection 07:15 -- Volume 20 6 26 4 Percent 76.9 23.1 10 14 8 7 15 28.6 71.4 53.3 46.7 55 Volume Zp 6 Volume 26 4 10 14 5 2 7 2 8 7 Peak Factor 4 g 2 151 55 2 4 17 High Int, 07:30 08:00 10.809 Volume 5 2 7 07:45 Peak Factor 2 4 6 3 3 0.929 0.583 6 i 0.625 I Route 125 Out In Total Right Thru / a @IN O s c°r North o �.- -1/27/007:15:OOAM S - c m- 1127/00 8:00:00 AM o ck� v �O Trucks Left Thru _ Out In -Total Route 125 /S Street : Route 125 Accurate Counts File Name :264000A1 1W Street: Holt Road 978-664-2565 Site Code :26400001 Start Date :01/27/2000 'ity/State North Andover,MA feather : Cloudy Page No :1 Groups Printed-Cars-Trucks Route�25 -Route T25 Holt-Rd -__--- — - -_ - ----- _ _ From North From South From West — - Start Time...- -Thru Rght- —Left --- Thru - Left --Rtgfitr —tnfTal 16:00--- - 147-- ---- — 354 16:15 181 5 5 179 8 4 382 16:30 178 1 4 178 9 11 ( 381 16:45 178 4 2 181 3 5! 373 -- -- Total ---. 684 14 17 705 34 17:00 151 3 3 223 13 17 410 17:15 151 1 4 256 3 7 422 17:30 143 1 0 201 4 5 354 17:45 123 1 2 180 4 12 322 -- - -- . . 9---- 860 24 _- - -Total - - 5fi8 ; Grand Total 1252 20 26 1565 58 77 2998 Apprch% 98A 1.6 1.6 98.4 43.0 57.0 Total% 41.8 0.7 0.9 52.2 1.9 2.6 — -Holf Rd—_--- ------- __--- --- ---Route 125— _ ---- Rou-fe T25 From North From South From West -- Sfarf Time Thru Righf 7�pp.Total- Leff-- -Thru App-Total L eft RigTit-�Rpp T-OTaT _n o a weak Hour-From-16:eto 17:45--Pea 1 ofI Intersection 16:30 Volume 658 9 667 13 838 851 28 40 68 1586 Percent 98.7 1.3 1.5 98.5 41.2 58.8 Volume 658 9 667 13 838 851 28 40 68 1586 Volume 151 1 152 4 256 260 3 7 10 422 0.940 Peak Factor High Int. 16:45 17:15 1700 Volume 178 4 182 4 256 260 13 17 30 : Peak Factor 0.916 0.818 0.567 Deak Hour From 16:00 to 17:45-Peak 1 of 1 By Approach 16:15 16:45 16:00 Volume 688 13 701 9 861 870 34 36 70 Percent 98.1 1.9 1.0 99.0 48.6 51.4 High Int. 16:15 17:15 16:00 Volume 181 5 186 4 256 260 14 16 30 Peak Factor 0.942 0.837 0.583 N/S Street : Route 125 E1W Street: Holt Road Accurate Counts File Name :264000A] City/State North Andover,MA 978-664-2565 Site Code :26400001 Weather Cloudy Start Date :01/27/2000 Page No : 1 R Te_T Groups Printed-Cars Z5__ From North From South -Thru Left —R—ighT --Rig From West o ---F&4- 10- 16:15 176 3 3 175 7 4 1: 368 16:30 177 0 2 170 6 8 363 16:45 176 3 2 181 3 Total -670—- 370 26 _30+—____T433_ 17:00 151 2 2 219 11 17 402 17:15 150 1 3 254 3 6' 17:30 140 1 0 417 201 4 4 350 17:45 121 __._1 1 179 3 11 316 562 6 853 21 Grand Total 1232 12 16 1543 47 681 Apprch% 99.0 1.0 1.0 99.0 40,9 59.1 2918 Total% 42.2 0.4 0.5 52.9 1-6 2.3 Route 125 Holf Rd From North From South From West Right App.Total -Eeff— Thm App.-Total Left _-Right P—eak-Fibur_Fn(5m-1-G--G9 fo 1 T45-Peak I of 1 Intersection 16:30 Volume 654 6 660 9 824 833 23 36 591 i 1552 Percent 99.1 0.9 1.1 98.9 39.0 61-0 j Volume 654 6 660 9 824 833 23 36 59 1552 Volume 150 1 151 3 254 257 3 6 Peak Factor 9 i 417 High Int. 16:45 0.930 17:15 17:00 Volume 176 3 179 3 254 257 11 17 28 Peak Factor 0.922 0.810 0.527 Peak Hour From 16:00 to 17:45-Peak 1 of 1 By Approach 16:15 16:45 16:15 Volume 680 8 688 7 855 862 27 34 61 Percent 98.8 1.2 0,8 99.2 44.3 55.7 High Int. 16:15 17:15 Volume 176 3 179 3 254 257 17:00 11 17 Peak Factor 28 0.961 0.839 0.545 Accurate Counts File Name :264000A1 VS Street Route 125 Site Code :26400001 _./W Street: Holt Road 978 664-2565 Start Date :01/27/2000 'ity/State North Andover,MA page No :1 Neather Cloudy ,Groups Printed-Trucks _ -- - - Rom South From tWest - -- _---- _-__ -. Route 125 3 Left_ 4 4 -—0o22 Rd From — -. - Start Time- - Thru North . ..Rig-ht- . .Left Thru Left _ -Rigfif-------22 --- - 16M 6 14 16:15 1 1 2 8 3 3 18 16:30 0 0 1 0 0 2 -15 16: ------- _---Total- 14--- 7 - 4 17:00 0 1 1 17:15 1 0 0 0 1 4 17:30 3 0 0 1 1 6 17:45 2 0 1 1 --Total -- 6 Grand Total 20 g 10 22 11 9 80 Apprch% 71.4 28.6 31.3 68.8 55.0 45.0 Total 25.0 10.0 12.5 27.5 13.8 11.3 -- - - --------.-----Route 12�-- ------ F-oute 125- l=1oR Rd-- I From North From South From West I ---- Total �fl Rigfit'- pp. o a I n. o aI - - Tofar Left Thru App- -- — Sfarf Time---- Thru . Right-- PP _ --- - ---- Peak-Flour From T�:00 fo 17:45 Peak 1 of 1 Intersection 16:00 22 8 6 14 ; 57 Volume 14 7 21 7 15 31.8 68.2 57.1 42.9 Percent 66.7 33.3 15 22 8 6 14 57 Volume 14 7 21 7 4 3 7 22 Volume 6 3 9 3 3 6 10.648 Peak Factor 16:00 3 High Int. 16:00 16:30 7 Volume 6 3 9 2 8 10 4 Peak Factor 0.583 0.550 0.500 Peak Hour From 16:00 to 17A5-Peak 1 of 1 16:00 16:00 By Approach 16:00 15 22 g 6 14 Volume 14 7 21 7 57.1 42.9 Percent 66.7 33.3 16:00 High Int. 16:00 16:30 31.8 68.2 3 9 2 8 10 4 3 7 Volume 6 0.550 0.5001 Peak Factor 0-583 N/S Street : Route 125 E/W Street: Holt Road Accurate Counts File Name :264000A I City/State North Andover,MA 978-664-2565 Site Code :26400001 Weather Cloudy Start Date :01/27/2000 Page No : 1 Ro-u-WT25----- -Rb-u1—ef2S-- From North R-olf-Rd------------ ST-arf Tffne - -Thru--l-Ri-ghf-----A-pp.Tbt-aF---------E-eft--From South From West --Tfi—ru P-ea-K-Hob—rFuom-16-.�oo to-I T�45---Pe pp.Total- ----E-eft-edk I-6T-1- ---Ap—p TO-n-j---F -f•Total ITT,aT- Intersection 16:30 Volume 658 9 667: 13 838 851 28 1 Percent 98.7 1.3 40 68 1586 658 Volume 1.5 98.5 41.2 58.8 9 667 13 838 851 28 40 681 1586 Volume 151 1 152 4 256 260 Peak Factor 3 7 10 422 High Int, 16:45 17:15 0.940 Volume 178 17:60 4 182 4 256 260 Peak Factor 0.916 0.818 13 17 30 1 0.567;1 Route 125 Out In Total Md- 667 9 656- Right Thru- 01 O North 2—/00 7 Z- dd:oo PMF 1/ 1/27/00 5:15:00 PM 0 Cars Trucks Left Thru 13, 698 651 1549 Out In -t6tal Route 125 I/S Street : Route 125 ACCU ate Counts File Name :264000A] W Street: Holt Road 978-664-2565 Site Code :26400001 -ity/State North Andover,MA Start Date :01/27/2000 Veather Cloudy Page No : 1 __F:oute'f2�- , From North From South From West --"- — -SfarfTime Thru Right-- App.Total - Leff"- Thru App.Total - Ceft Rigfit pp:TofaT —1nT Tofa1 'eak FlourFrom16:60 to-17.45=Peak 1 of 1 Intersection 16:30 Volume 654 6 660 9 824 833 23 36 59I 1552 Percent 99.1 0.9 1.1 98.9 39"0 61.0 Volume 654 6 660 9 824 833 23 36 59 i 1552 Volume 150 1 151 3 254 257 3 6 9 417 0.930 Peak Factor High Int. 16:45 17:15 17:00 j Volume 176 3 179 3 254 257 11 17 28I Peak Factor 0.922 0.810 0.527 Route 125 Out In Total 847 660' 15o7 Right Thru _v 0 � e North 1/27/00 4:3000 PM 1/27/00 5:15:00 PM N K v Cars Left Thru 690! _833_j 1523_ Out n Total Route 125 N/S Street : Route 125 E/W Street: Holt Road Accurate Counts File Name :264000A I City/State North Andover,MA 978-664-2565 Site Code :26400001 Weather Cloudy Start Date :01/27/2000 Page No Ro-ufe-1Z5---- R bul-e J-75- ------- From North off-R- From South �West Right--—App.Tbfbl -TITr-u--Ap—p-TdtaI From West Peak Hbu`f-Fao—m-fB70GI-d-f7: E-eft Ig i pp. o�a--Jn-f.-To-Ta-F Intersection 16:00 Volume 14 7 21 7 15 22 8 6 141 57 Percent 66.7 33.3 31.8 68.2 57.1 42.9 Volume 14 7 21 7 15 22 8 6 141 57 Volume 6 3 9 3 3 6 Peak Factor 7 I 22 High Int. 16:00 16:30 16:00 10,648 Volume 6 3 9 2 8 10 4 3 7 Peak Factor 0.583 0.550 0.500 Route 125 Out in Total 21 _14 Right Thru 4 0 North 6 4:00:00 PM :1/27/00 4:45:00 PM 0 Truck Left Thru 7 26 22 -42 out Routein 125 VS Street : Route 125 Accurate Counts File Name :26400002 YW Street: Barker Street 978-664-2565 Site Code :26400002 'ity/State North Andover,MA Start Date :01/27/2000 -Veather Cloudy Page No : 1 Groups Printed-Cars-Trucks - ------------ -- ---- oR u T25 From North From East From South -- - -- STarfTime— Leff--- Tfi-ru- -Left -Right -- Thru- -- �Tn. oral ----- -- - -- - --- -- 07:15 0 190 17 1 120 5: 333 07:30 0 260 18 0 100 7 j 385 07:45 0 264 16 1 137 51 423 -- -- -ToTI -- 0 - 864 -75- __ 3 475 08:00 1 197 27 2 113 9 349 08:15 0 173 26 0 113 7 319 08:30 0 136: 14 2 106 4 i 262 08:45 0 139 18 0 105 2 264 Total 645... - 85-- 4. 437-----— - 94 Grand Total 1 1509 160 7 912 43 2632 Apprch% 0.1 99.9 95.8 42 95.5 4.5 Total% 0.0 57.3 6.1 0.3 34.7 1.6 Route 125_ Barker St _ - houfe From North From East From South -----—Start-rime Leff Thru.____7�pp.Totar---__Leff----Right App.Total —Tfiru Righf r___App_Total?— Int-T6151 Pee�HourFrom 07:00 to 08 43--Peak 1 of 1- Intersection 07:15 Volume 1 911 912 78 4 82 470 26 4961 1490 Percent 0.1 99.9 95.1 4-9 94.8 5-2 1 Volume 1 911 912 78 4 82 470 26 496' 1490 Volume 0 264 264 16 1 17 137 5 142 j 423 Peak Factor 0.881 High Int. 07:45 08:00 0745 Volume 0 264 264 27 2 29 137 5 142 Peak Factor 0.864 0.707 0.873 Peak Hour From 07:00 to 08:45-Peak 1 of 1 By Approach 07:15 07:30 07:00 Volume 1 911 912 87 3 90 475 21 496 Percent 0.1 99.9 96.7 3.3 95.8 4.2 High Int. 07:45 08:00 07:45 Volume 0 264 264 27 2 29 137 5 142 Peak Factor 0.864 0.776 0.873 N/S Street : Route 125 Accurate Counts File Name :26400002 E/W Street: Barker Street 978-664-2565 Site Code :26400002 City/State North Andover,MA Weather Cloudy Start Date :01/27/2000 Groups Printed-Cars Page Da : 1 Route-125 -- --- Barr-Sf Route 125 . --- — From North From East From South BtarfTune—. Leff--- -Tfiru---- ---Left---07 Right- - - Thru- -----Rig n. oat - �0----- - 0._... 148 - -.._. .__23_ __ 1. -- - - 113 - --— � — — 289- 07:15 0 186 17 1 118 5 327 07:30 0 251 18 0 99 71 375 07:45 0 255 15 1 132 5 408 Total 6-- 84a- 3 . 462 - -- 08:00 1 189 27 2 106 8 ! 333 08:15 0 172 26 0 110 6` 314 08:30 0 126: 14 2 103 4 249 08:45 0 136 18 0 100 2 256 Total 1_.. -�23 - --- -— 4 - 419 Grand Total 1 1463 158 7 881 41 2551 Apprch% 0.1 99.9 95.8 4-2 95.6 4.4 Total% 0.0 57-4 6.2 0.3 34.5 1.6 Barker Si Route T25---- _ From North From East From South I ---STarfTime — -Leit ' Thru -App.Total -- Left- Right-- App.Total Thru Right X p.-ToFa- I----InT.-7ofaf Peak Hou7 From 07`.00 fo 08'.45-Peak 1 of 1 - _ -- - Intersection 07:15 Volume 1 881 882 77 4 81 455 25 480 1443 Percent 0.1 99.9 95.1 4.9 94-8 5.2 Volume 1 881 882 77 4 81 455 25 480 1443 Volume 0 255 255 15 1 16 132 5 137 408 Peak Factor 0.884 High Int, 07:45 08:00 07:45 Volume 0 255 255 27 2 29 132 5 137 Peak Factor 0-865 0.698 0.876 Peak Hour From 07:00 to 08:45-Peak 1 of 1 By Approach 07:15 07:30 07:00 Volume 1 881 882 86 3 89 462 21 4831 Percent 0.1 99.9 96.6 3.4 95.7 4.3 High Int, 07:45 08:00 07:45 Volume 0 255 255 27 2 29 132 5 137 Peak Factor 0.865 0.767 0.881 Accurate Counts File Name :26400002 'S Street : Route 125 Site Code :26400002 W Street: Barker Street 978-664-2565 Start Date :01/27/2000 ty/State North Andover,MA Page No : 1 'eather Cloudy Groups Printed-Trucks - --- --Rou e T25 - ar er T—.-- Roue From North From East From South -- --- n. oa --�h� Thru 9 —S i ---2 ---- —� --- 07:15 0 4 0 0 1 0 10 07:30 9 0 15 0 9 1 5 0 '. 07:45 - ----- - --39- ___ _. 0 7 1 16 08:00 0 8 0 0 3 1 5 08:15 0 1 O 0 3 0 13 08:30 0 10 0 5 0 8 08:45 0 3 0 0 18 ----�2 - - --- - --Total-- Grand Total 0 46 2 0 31 2 81 100.0 100.0 0.0 93.9 6.1 i Apprch% 0.0 2.5 0.0 38.3 2.5 Total% 0.0 56.8 — - Route 125-- - - ---- Route 125 Barker Sf i From North From East From South - Total App-Total Tfiru Rigfit j- pp. o a --IneteT 5farl Time_ - Left-_ . Thru App. __--=— -- 3e�Hour From OT.09-fo-08`.45-Pea T off Intersection 07:45 1 18 2 20 i 49 Volume 0 28 28 1 0 100.0 0.0 90.0 10.0 i Percent 0.0 100.0 0 1 18 2 20 % 49 Volume 0 28 28 1 1 8 16 8 8 0 0 0 7 Volume 0 0.766 Peak Factor 08:00 High Int- 08:30 07:45 1 0 1 7 1 8I Volume 0 10 10 0.250 0.625 Peak Factor 0.700 3eak Hour From 07:00 to 08:45-Peak 1 of 1 07:45 By Approach 07:15 07:00 2 1 g 2 20 Volume 0 30 30 2 0 90. 10.0 Percent 0.0 100.0 100.0 0.0 00 High Int. 07:30 1 7 1 81� Volume 0 9 9 07: 1 0 08100 0.500 0.625 i Peak Factor 0.833 N/S Street Route 125 E Street: Barker Street Accurate Counts NV File Name :26400002 City/State North Andover,MA 978-664-2565 Site Code :26400002 Weather Cloudy Start Date :01/27/2000 Page No : 1 - - - Roufe 125---"" ------ - Barker - - — - RouteT25-- From North From East From South Sfarf Time-- Leff- Thru --App.Total-__. Ce-ft. -�ghT -_-App.Total ---Thru Rlgfif-—p o a - --Tnt ToTaT Peak-Hour From-OT:OG-fo 68-4-5-Pedk 1 of 1- -- _ _..._ Intersection 07:15 _ Volume 1 911 912 78 4 82 470 26 Percent 0.1 99,9 95.1 4.9 496 1490 Volume 1 912 94.8 5.2 911 78 4 82 470 26 496I 1490 Volume 0 264 264 16 1 17 Peak Factor 137 5 142 1 423 High Int. 07:45 08:00 0.881 Volume 0 264 264 27 07:45 Peak Factor 2 29 137 5 142 0.864 0.707 0-873 1 Route 125 Out In Total 474: 912' 1386. _911------1 Thru Left 'O North vl^ 1/27/00 8:00:00 AM ' fD NI U7 Cars Trucks o .. ;8 col— e / Thru _ Right 470 26; 989 496 1485 Out In Total Route 125 S Street : Route 125 Accurate Counts File Name :26400002 \V Street: Barker Street 978-664-2565 Site Code :26400002 Start Date :O1/27/2000 ty/State : North Andover,MA Page No eather : Cloudy 1 ___ ---- -- -- " -- Rou4e l25 -- __---- —�2ouffe-125- ar er From North From East From South Thru--App.Tofa( ---off— R ghf--App.-total _—Th-ru Rig f— pp. o a n_o a ea k Hour From OT66-.go 68:45=Peak 1 of T--— Intersection 07:15 Volume 1 881 882 77 4 81 455 25 4801 1443 Percent 0.1 99.9 95.1 4.9 94.8 5.2 Volume 1 881 882 77 4 81 455 25 4801 1443 Volume 0 255 255 15 1 16 132 5 1371 408 0.884 Peak Factor High Int. 07:45 08100 07:45 Volume 0 255 255 27 2 29 132 5 137 Peak Factor 0.865 0.698 0.8761 Route 125 Out _ _ In Total 459 882 1341 881 1 Thru Left 4 0 N^ I� North A: Co ? m 1/27/00 8:00:00 AM J Cars om J- a , Thru _Right 455 25 958" 480i1438 Out In Total Route 125 N/S Street : Route 125 Accurate Counts E/W Street: Barker Street File Name :26400002 City/State North Andover,MA 978-664-2565 Site Code :26400002 Weather Cloudy Start Date :01/27/2000 Page No 1 - Roufe 125--- -- --— B-aTceT Sf------ --- From North From East From South - Sfart-Time __.-- Left- Tfiru APP.Total-- - Le(f—-- g ---gpP:-Total T hru Rlghf —App. o a —Fnnf^Fofal Peak Hour-From OT00 to-08.4S=Peak 1 of 1 —— --- ---- _ Intersection 07:45 Volume 0 28 28 1 0 1 18 2 20I 49 Percent 0.0 100.0 100"0 0.0 90.0 10.0 Volume 0 28 28 1 0 1 18 2 20 49 Volume 0 8 Peak Factor 8 0 0 0 7 1 81 16 High Int. 08:30 0.766 07:45 08:00 Volume 0 10 10 1 0 1 7 1 8 1 Peak Factor 0.700 0.250 0.625 1 Route 125 Out In Total 20j _46, 28 _T_ Thru Left O North A o W 1/27/00 7:45:00 1/27/00 830:00 AM Thou -Right 18 2i 20_ 49_- Out In Total Route 125 S Street Route 125 Accurate Counts File Name :264000A2 W Street: Barker Street 978-664-2565 Site Code :26400002 Start Date :01/27/2000 ty/State North Andover,MA page No :1 Bather Cloudy Groups Printed-Cars-Trucks - - -- - - Route-125- R-oute�25 BafkeTST_ ._. From North From East From South - Start Time-- _ Leff-- Thru---- -Leff---- Right ------ Thru - - 2 162 — - - 349 -- - -T55- ------��- �$ ---- 1660 0 340 16:15 2 166 4 1 159 8 1 16:30 0 186 11 1 183 15 1 396 16:45 1 170 7 1 163 15 _ 357 ------------ ---To a1—--------- -5--- 67T�_ _ 3� 5 667 - -- 56 1. 17:00 1 158 11 1 225 23 419 17:15 2 157 10 0 241 12 422 17:30 2 135 4 0 176 14 331 17:45 1 134 8 1 187 22 353 -Total 6 --- 5&4 .-33 --- -I2 - 829 — - ------ - -- _ Grand Total 9 1261 67 7 1496 127 2967 Apprch% 0.7 99.3 90.5 9.5 92.2 7.8 Total% 0.3 42.5 2.3 0.2 50.4 4.3 - Bar c�er St-- Route-125-_.--- Route 125 From North From East From South _ - 9 PP �F, Tnf Total -- Starf Time Leff_. Thru App.Total U4t Right - App.Total Thru Ri ht —A o a 'eak Hour From 16:00 to 17:45-Peak 1 of 1 Intersection 16:30 Volume 4 671 675 39 3 42 812 65 877 1594 Percent 0.6 99.4 92.9 7-1 92.6 7.4 Volume 4 671 675 39 3 42 812 65 8771 1594 Volume 2 157 159 10 0 10 241 12 253 .10.944 422 Peak Factor High Int. 16:30 16M 17:15 Volume 0 186 186 11 1 12 241 12 0.253 Peak Factor 0.907 0.875 867 eak Hour From 16:00 to 17:45-Peak 1 of 1 By Approach 16:15 16:30 17:00 Volume 4 680 684 39 3 42 829 71 900 Percent 0.6 99.4 92.9 7.1 92.1 7.9 High Int- 16:30 16:30 17-15 Volume 0 186 186 11 1 12 241 12 0.253 Peak Factor 0.919 0.875 N/S Street : Route 125 Accurate Counts E/W Street: Barker Street File Name :264000A2 City/State North Andover,MA 978-664-2565 Site Code :26400002 Weather Cloudy Start Date :01/27/2000 Groups Printed-Cars Page No : 1 Robte- 25 -- - - - _ _ BarkerSf- - From North From East Route — 1�5-- - - From South SfartTime Left___. Thru - - Ceft Right ____ Thrtf T6.60 --- - - -1-2- i9 -�nffTToI 16:15 �- - 147 ...--- ---._. _. 1 153..._..._.._ ---- — ---3-34. 161 18 16:30 0 161 14 1 155 8' 331 16:45 1 168 7 1 164 15 383 Total 3 -6-55.8... -34 -- 4 643 - - 353 -�gg- 17:00 1 158 11 1 222 23 416 17:15 2 156 17:30 2 131 14 0 238 12 418 0 176 14 327 17:45 1 133 8 1 - --- 22 ' 350 Tofal_._ ..- _.. 185 6-- 578 - - 33 - __. ._.. 2. -- - 821-_-------71=-------T51 4- Grand Total 9 1236 67 .8 6 120 1 2909 91 Apprch% 0.7 99.3 8.2 92.0 11 Total% 0.3 42.5 8. 2.3 0.2 50.3 4.41 From North Route 125-- � - From East From South Start Time Left Tfiiu App Total- Leif Right - -APP-Total rhfu Rigfif -App --oaf Peak Hour From 19.00 to 17`.45-Peak 1 of 1 - " - 14 Intersection 16:30 Volume 4 664 668 39 3 42 795 65 Percent 0.6 99.4 92.9 860 i 1570 7.1 92.4 7.6 Volume 4 664 668 39 3 42 795 Volume 2 156 158 10 65 86D I 1570 0 10 2 Peak Factor 38 12 250 i 418 High Int. 16:30 16:30 '0.939 17:15 Volume 0 182 182 11 1 12 238 12 2501 Peak Factor 0.918 0.875 0.860 Peak Hour From 16:00 to 17:45-Peak 1 of 1 By Approach 16:15 16:30 17:00 Volume 4 669 673 39 3 42 821 71 8921 Percent 0.6 99.4 92.9 7.1 92.0 8.0 High Int. 16:30 16:30 17:15 Volume 0 182 182 11 1 12 238 12 Peak Factor 0.924 250 0.875 0,8921 Accurate Counts File Name :264000A2 S Street : Route 125 Site Code :26400002 W Street: Barker Street 978-664-2565 Start Date :01/27/2000 ty/State North Andover,MA Page No 1 cattier Cloudy Groups Printed-Trucks Barker Sf - -- ---- Route-125 - From North From East From South —�{-Tofal --- Leff_.._ . Thru - Left Right Thru —Right 1 n _ - -Staff _ 1 1 — - 9 ----- --- Tg 0 8 0 4 0 9 16:15 - -- 6:60 0 5 0 0 9 0 ; 13 16:30 0 4 0 2 0 4 16:45 0 2 . 0 17:00 0 0 0 0 3 0 4 17:15 0 4 0 0 p 0 1 3 17:30 0 2 0 i 17:45 0 1 0 -- --- �4 - --------- Grand Total 0 25 0 1 32 0 58 0.0 100.0 100.0 0.0 Apprch% 0.0 100.0 552 0.0 ; Total% 0.0 43.1 0.0 1-7 - Bar dr Sf _ Route-l25 1 - - Route 125 From South From North From East StartT;me LeTt- Thru App.Total Left Total- Right-- App. -ThM Rig7it`- Kpp. ,eak Hour From 16:00 to 17:45-Peak-1 of 1 Intersection 16:00 1 1 24 0 24 44 Volume 0 19 19 0 100.0 0.0 Percent 0.0 100.0 0.0 100.0 24 44 Volume 0 19 19 0 1 1 24 0 g 1 18 Volume 0 8 8 0 1 1 9 0 10-611 Peak Factor 16:00 High Int. 16:00 16:00 8 8 0 1 1 9 0 91 Volume 0 Peak Factor 0.594 0.250 0.667 'eak Hour From 16:00 to 17:45-Peak 1 of 1 16:00 0 By Approach 16:00 16:00 24 Volume 0 19 19 0 1 1 24 Percent 0.0 100.0 0.0 100.0 100.0 0.0 16:00 16:00 High Int. 16:00 1 1 g 0 9 Volume 0 8 8 0 0.250 0.6671 Peak Factor 0.594 N/S Street : Route 125 E/W Street: Barker Street Accurate Counts File Name :264000A2 City/State : North Andover,MA 978-664-2565 Site Code :26400002 Weather Cloudy Start Date :01/27/2000 Page No : 1 ----- Bark-(jr St-.—. ---- _ From North Route T25----- From East ST From South I — arFTlme Left--_ Thru l�pp.Tofa(-- Ceft _ __ Rlghf — APP.-Total _ . _.��ru -Rlf_pP o a n. o a ea our From 16 06to 17.45-Peak 1 of 1 -- - Intersection 16:30 — Volume 4 671 675 39 65 Percent 0.6 99.4 92.9 7.1 3 42 81 42 8.6 -4 877 1594 Volume 4 671 675 39 922 65 Volume 2 157 159 877 1594 Peak Factor 10 0 10 241 12 2531 422 High Int. 16:30 16:30 17:15 10.944 Volume 0 186 186 11 1 12 Peak Factor 241 12 2531 0.907 0.875 0.8671 Route 125 Out In Total 815 675; 1490 Thru Left 1 O North mi m: m 1/27/00 4:30:00 PM 1127/00 5.15:00 PM M' N U) .Cars Trucks �Io e ./ Thru_ RiJ9hht 812 65i 710 _877_ 1587: Out In Total Route 125 'S Street : Route 125 Accurate Counts File Name :264000A2 W Street: Barker Street 978-664-2565 Site Code :26400002 ty/State North Andover,MA Start Date :01/27/2000 cattier Cloudy Page No : 1 --- Route 125- Barker St- Route-12-5— From North From East From South - ----- 5farf Time Leff- Thru App.Total - Left Right - App:Total --Thou Right App. o a n. o a eak Hour From 16 D to 1T45=F eak 1 of 1 Intersection 16:30 Volume 4 664 668 39 3 42 795 65 860 1 1570 Percent 0.6 99.4 92.9 7A 92.4 7.6 Volume 4 664 668 39 3 42 795 65 860 1570 Volume 2 156 158 10 0 10 238 12 250 418 Peak Factor 0.939 High Int. 16:30 16:30 17:15 Volume 0 182 182 11 1 12 238 12 250 Peak Factor 0,918 0.875 0.860 1. Route 125 Out In Total 798 668 1466 664 4 Thru Left e O North 1/27/00 4:30:00 PM Ipl� � 1/271005.15:00 PM Cars �o aim m / Thru Right --795 - 65 7_w 860 1563 Out In Total Route 125 N/S Street : Route 125 Accurate Counts File Name :264000A2 E/-W Street: Barker Street 978-664-2565 Site Code :26400002 City/State North Andover,MA Start Date :O1/27/2000 Weather Cloudy Page No :I ---- Bsr Roufe T25 � From North From East From South ---Sfar Ime -LeTt- Thfu gip.Tota(---Ceft_ _Rigfif___ ApP:Total' —Tfiru RlgFt�pp. fo a —TnTTotaT- ea our rom-f6 00-to 1-T45-=Peak 1 of 1 --- ---.____ ---- __ Intersection 16:00 i Volume 0 19 19 0 1 1 24 0 241 44 Percent 0.0 100.0 0.0 100.0 100.0 0.0 I Volume 0 19 19 0 1 1 24 0 241 44 Volume 0 8 8 0 1 1 9 0 91 18 Peak Factor 0.611 High Int. 16:00 16:00 16:00 i i Volume 0 8 8 0 1 1 9 0 9 Peak Factor 0.594 0.250 0.667 � Route 125 Out In Total 25 19 - - 44 Thru Lefl 10 North co W 1/27100 4:00:00 PM -T 1/27100 4:45:00 PM Trucks ^.o 0 iv Thru Right Zq- 0: .-1g ._._24: _.-4T Out in Total Route 125 Street Route 125 Accurate Counts File Name :2640R003 ,V Street: Great Pond Road 978-664-2565 Site Code :26400003 Start Date :02/08/2000 �y/State North Andover,MA Page No 1 Bather Clear Groups Printed-Cars-Trucks --- - o�ute�75 rea on oouu e�fii From North From East From South --Left 1 ru e ig ru ig n. o a 07:15 6 238 1 89 161 133 32 514 07:30 15 312 78 121 126 44 587 07:45 6 278 91 17 128 32 552 08:00 11 284 88 151 120 32 550 08:15 6 186 61 10 120 30 413 08:30 7 1661! 79 7I 105 41 405 08:45 7 150 I 51 9 i 115 29 361 — ----rn ---- -- Grand Total 64 1794 ! 608 951 951 279 I 3791 Apprch% 3-4 96.6 86.5 13.5 77.3 22.7 Total% 1.7 47-3 16.0 2.5 25.1 7.4 -- _ .------ rea on --- - - FTo>uTe T25 - --- ---- __. ---Route 1�5 From North From East From South �farfTme Ceft- Thru gip.Tote e Rightpp.Tfar---T - g PP. oaf---n. o a _ --- -' 'e fiou oe 67 eto Oe4ePeak-Tof-1- Intersection 07:15 Volume 38 1112 1150i 346 60 406 ; 507 140 647 2203 Percent 3-3 96-7 85.2 14.8 78.4 21.6 Volume 38 1112 1150 346 60 406 1 507 140 647 2203 Volume 15 312 327 78 12 90 % 126 44 170 587 0.938 Peak Factor ; High Int. 07:30 07:45 0730 Volume 15 312 327 91 17 108 126 44 0.951 I Peak Factor 0.879 0.940 leak Hour From 07:00 to 08:45-Peak 1 of 1 07:15 By Approach 07:15 07:15 Volume 38 1112 1150 346 60 406 507 140 647 Percent 3.3 96.7 85-2 14.8 78.4 21.6 High Int. 07:30 i 07:45 07:30 Volume 15 312 327 91 17 108 126 44 01170I951 I Peak Factor 0.879 0.940 N/S Street Route 125 Accurate Counts E/W Street: Great Pond Road File Name :2640R003 City/State North Andover,MA 978-664-2565 Site Code :26400003 Weather Clear Start Date :02/08/2000 Page No :] � ou e Groups Printed-Cars--- I rea on From North ru From East From South �— ar ime 19 ru ig n. o a 07:15 07:30 5 232 I 87 16 1 132 32 504 11 306; 74 12 1 125 44 572 07:45 5 278 i 90 16 1 127 31 547 o a �- 08:00 10 282 87 141 118 30 541 08:15 5 183 61 9 118 30 406 08:30 7 160 77 7; 101 39 391 08:45 --—- — 772 49 9 i 112 27 I 348 o a 12b -- 16W Grand Total 50 1766;' 595 91 932 270 I 3704 Apprch% 2.8 97.2 86.7 13.31 77.5 .5 Total% 1.3 47.7; 16A 2.5; 25.2 22.3 ou e 25--- rea on ou e From North From East From South mar Tme —L�e F-- ru pp. o a I e I RigTiT pp. o a-f j--Tofu i9 o a n. o a ea our rom o — -- pp. Intersection 07:15 Volume 31 1098 11291 338 58 396 502 137 639 2164 Percent 2.7 97.3 85.4 14.6 78.6 21.4 Volume 31 1098 1129 338 58 396 502 137 639 Volume 11 306 317 2164 74 12 86 125 44 169 572 Peak Factor High Int. 07:30 0.946 07:45 07:30 Volume 11 306 317 90 16 106 125 44 Peak Factor 1690-890 0.934 0.945 Peak Hour From 07:00 to 08:45-Peak 1 of 1 By Approach 07:15 07:15 07:15 Volume 31 1098 1129 338 58 396 502 137 Percent 2.7 97.3 639 85.4 14.6 78.6 21 A High Int. 07:30 07:45 07:30 Volume 11 306 317 90 16 106 125 44 Peak Factor 0.890 169 0.934 0.9451 'S Street : Route 125 Accurate Counts File Name :2640R003 W Street: Great Pond Road 978-664-2565 Site Code :26400003 ty/State North Andover,MA Start Date :02/08/2000 cather Clear Page No :1 Groups Printed-Trucks ou e rea on ou e From North From East From South Start ime i I hru e ( ig i ru T ig 07:15 1 6; 2 0 1 0 10 07:30 4 6 4 0 1 0 15 07:45 1 0 1 1 1 1 5 o a ——9— ------T4--- 2 08:00 1 2 1 1 2 2 9 08:15 1 3 0 1 2 0 7 08:30 0 61 2 0 4 2 14 08:45 3 3 2 0 i 3 2 13 �4 i11 Grand Total 14 28 j 13 4 ! 19 9 87 Apprch% 33.3 66.7 76.5 23.5 67.9 32.1 Total% 16.1 32.2 14.9 4.6 21.8 10.3 -- —— ------Route T25 --- — GreefP—on R- d— ou e From North From East From South --serf T me—---Lefit7Fru PP:TofaT-- e 9 Pp-Tfal T�iru---- i9 PP. o a �TTo1a eat Ffou�rom-OT60 t o 68 4�ea 1 ofT----- Intersection 07:00 Volume 9 14 23 . 8 2 10 8 3 11 44 Percent 39.1 60.9 80.0 20.0 72.7 27.3 Volume 9 14 23 ! 8 2 10' 8 3 11 44 Volume 4 6 10 4 0 4 1 0 1 15 Peak Factor 0.733 High Int. 07:30 07:30 07:00 1 Volume 4 6 10 4 0 4 5 2 7 i Peak Factor 0.575 0.625 0.393 eak Hour From 07:00 to 08:45-Peak 1 of 1 By Approach 07:00 07:00 08:00 Volume 9 14 23 8 2 10! 11 6 17 Percent 39.1 60.9 80.0 20.0 64.7 35.3 High Int. 07:30 1 07:30 08:30 Volume 4 6 10 i 4 0 4 4 2 61 Peak Factor 0.575 0.625 0.708 N/S Street : Route 125 Accurate Counts File Name :2640R003 E/W Street: Great Pond Road 978-664-2565 Site Code :26400003 City/State North Andover,MA Start Date :02/08/2000 Weather Clear Page No : 1 ou e rea on ou e From North From East From South ar me e I hru I App. o a i e j Ig pp. o a ru Ig pp. o a n. o a ea our rom o - ea o Intersection 07:15 Volume 38 1112 1150 346 60 406 507 140 647 2203 Percent 3.3 96.7 85.2 14.8 78.4 21.6 Volume 38 1112 1150 i 346 60 406 507 140 647 2203 Volume 15 312 327 78 12 90 126 44 170 587 Peak Factor 0.938 High Int. 07:30 07:45 1 07:30 Volume 15 312 327 91 17 108 126 44 170 Peak Factor 0.879 0.940 0.951 Route 125 Out In _Total 567, 1150! 17171 1112i 138I Thru Left I O North rn�... 2/8/008:00:00AM r Irn� �Cars 'Trucks .N o a— i Thru Ri ht 5071 140 i 1asa r_-sa71 �2105 Out In Total Route 125 Accurate Counts File Name :264OR0O3 itreet Route l25 Site Code :26400003 Street: Great Pond Road 978-664-2565 Start Date :02/08/2000 State North Andover,MA Page No I ther Clear ou e rea on ou e From North From East From South ar Im b-11j ru i PP---o a � e � Ig PP. o a ru Ig j pp. o a n. o a 1< our rom o - ea o Intersection 07:15 502 137 639I 2164 Volume 31 1098 1129 338 58 396 78.6 21.4 Percent 2.7 97.3 85.4 14.6 Volume 31 1098 1129! 338 58 396 502 137 63399 256� Volume 11 306 317 74 12 86 125 44 0.946 Peak Factor 07:30 High Int_ 07:30 07:45 Volume 11 306 3171 90 16 106 125 44 169 Peak Factor 0.890 I 0.934 0,945 Route 125 Out In Total 5601 ! 1129 61 891 i _ i 1 (_ 09 L 31 1 Thru left Ll, I II I i ' lO m ' North m l._ � o ' 2/8/00 7a p� � �2/8/00 8:00:00 AM �- 1 a Cars _ I '�lo Im m 1_- I j I I i I i Fl" Thru Right �. 5021 137 !! 1436—i 63 � 21 075 1 . Out In Total Route 125 NIS Street : Route 125 Accurate Counts E/W Street: Great Pond Road File Name :2640R003 City/State North Andover,MA 978-664-2565 Site Code :26400003 Weather Clear Start Date :02/08/200, Page No 1 ou e rea on From North ou e From East From South a tme ' e ,: ru PP. o a i e I I ea our rom o ea 9 pp. o a ru Ig pp, o a n. o a o Intersection 07:00 Volume 9 14 23 1 8 2 10 ! g Percent 39.1 60.9 3 11 44 80.0 20.0 72.7 27.3 Volume 9 14 Volume 4 g 10 4 0 10 8 3 11 44 Peak Factor 4 1 0 1 15 High Int, 07:30 07:30 0.733 Volume 4 6 07:00 Peak Factor 0.575 4 0 5 2 7 0.625 0.393 Route 125 Out In Total 101 L ,23i 331 j 4 19 ji Thru Left i i fl 0 North IN�^ �I 0 P/8/00 7:00:00 /8/00 7:45:00 AM I � Trucks 0 IN I� I I r' Thru Right 1 L 22I 11 33 Out In Total Route 125 Street : Route 125 Accurate Counts File Name :2640ROA3 Street: Great Pond Road 978-664-2565 Site Code :26400003 �/State North Andover,MA Start Date :02/08/2000 3ther Clear Page No I Groups Printed-Cars-Trucks ou e -- rea on ou e From North From East From South -----Sfa-rrTjme ru j e ig T>1 ru tg n. o a . 16:15 13 1561 47 7 156 46 425 16:30 15 168 59 11 201 50 504 16:45 23 152 29 11 228 61 504 o a - --- 39 17:00 22 177 42 15 237 61 554 17:15 9 163 ! 38 10 274 70 564 17:30 17 132 47 71 241 59 503 17:45 17 147 % 22 12 217 60 475 - oa Grand Total 126 1227 1 330 83 1728 4621 3956 Apprch% 9.3 90.7 ! 79.9 20.1 78.9 21.1 Total% 3.2 31.0 8.3 2.1 43.7 11.7 -Rou e From North From East From South Deft----7 - gi olaf —e ; R i -IA—pp.Tota-, -- ig PP- - aTNour mom T6.-00 to T7:45--PeaT< - Intersection 16:30 Volume 69 660 729 168 47 215 ! 940 242 1182 2126 Percent 9.5 90.5 78.1 21.9 79.5 20.5 Volume 69 660 729 i 168 47 215 940 242 1182 2126 Volume 9 163 172 38 10 48 274 70 344 564 0.942 Peak Factor High Int. 17:00 16:30 17:15 Volume 22 177 199 59 11 70 j 274 70 344 Peak Factor 0.916! 0.768 0.859 ak Hour From 16:00 to 17:45-Peak 1 of 1 By Approach 16:30 16:15 i 16:45 Volume 69 660 729 ! 177 44 221 980 251 1231 Percent 9.5 90.5 80.1 19.9 79.6 20.4 High Int. 17:00 16:30 17:15 1 Volume 22 177 199 59 11 70 ; 274 70 344 Peak Factor 0.916 i 0.789' 0.8951 N/S Street : Route 125Accurate E/W Street: Great Pond Road Counts File Name :2640ROA3 City/State North Andover,MA 978-664-2565 Site Code :26400003 Weather Clear Start Date :02/08/2000 Groups Printed-Cars Page No :1 ou e rea on From North iFrom East From ou e om South ar ime e ru e ig Uru I — Ig n. o a —�—_ 16:15 10 151 I 46 6i 153 45 411 16:30 14 167 56 9i 200 50 496 16:45 23 152 29 11 226 59 500 oa 17:00 22 7 40 15 236 601 548 1 17:15 9 38 10 274 70 562 17:30 17 132 46 7! 241 59 I 502 17:45 17 147 ` 22 12! 217 58 473 — ---- - ---- - ----- 4 Grand Total 122 1217 1 322 80 1721 4521 3914 Apprch% 9.1 90.9 1 80.1 19.9 79.2 20.8 Total% 3.1 31.1 i8.2 2.0 44.0 11.51 ou e ou e From North From East From South ar T me -�efifTliru pp To a i e - ea our rom T6ZT�to�7 45 ek� 1- -- - g PP. o a ru �g� p�Oa n. o a Intersection 16:45 Volume 71 620 691 153 43 1961 977 248 1225 2112 Percent 10.3 89.7 78.1 21.9 79.8 20.2 Volume 71 620 691 153 43 196 977 248 1225 2112 Volume 9 161 170 38 10 48 274 70 344 562 Peak Factor 010.94 High Int. 17:00 17:00 17:15 Volume 22 175 197 40 15 55; 274 70 344 Peak Factor 0.877 i 0.891 ; 0.890, Peak Hour From 16:00 to 17:45-Peak 1 of 1 By Approach 16:30 16:00 16:45 Volume 68 655 723 1 176 36 212 i 977 248 1225 i Percent 9.4 90.6 ' 83.0 17.0 79 8 20.2 High Int. 17:00 16:30 17:15 Volume 22 175 197 56 9 65 274 70 344 Peak Factor 0.91E I 0.815 0.890 Street : Route 125 Accurate Counts File Name :2640ROA3 ,'Street: Great Pond Road 978-664-2565 Site Code :26400003 /State North Andover,MA Start Date :02/08/2000 ether Clear Page No : 1 Groups Printed-Trucks --------- -- oue 25—- rea on ou e From North From East From South — ------S ar ime- e ru e � ig ru tg n. o a 16:15 3 5 1 1 3 1 14 16:30 1 1 3 2 1 0 8 16:45 0 0 , 0 0 2 2 4 17:00 0 2 2 0 1 1 6 17:15 0 2 ; 0 0 0 0 2 17:30 0 0 . 1 0 0 0 1 17:45 0 0 ; 0 O 0 2 2 ---To—Cal------ Grand Total 4 10 8 3 ! 7 10 42 Apprch% 28.6 71.4 72.7 27.3 ! 41.2 58.8 Total% 9.5 23.8 19.0 7.1 16.7 23.8 --- - u From North From East From South -- — - — — o a --Inf-Total-' S a1 rf Time- Cefif-- Tfiru gip:TotT— Cetf r l�gTi p To�1 ru i9 PP; -- Z FiouM rom 16:00 fo TT:45 �ea�T of-1— ---- -- Intersection 16:15 Volume 4 8 12 , 6 3 9 7 4 11 32 Percent 33.3 66.7 66.7 33.3 63.6 36A Volume 4 8 12 6 3 9 7 4 11 32 Volume 3 5 8 1 1 2 3 1 4 14 Peak Factor 0.571 High Int. 16:15 16:30 16:15 Volume 3 5 8 3 2 5i 3 1 4 , Peak Factor 0.375 0.450; 0.688 ak Hour From 16:00 to 17:45-Peak 1 of 1 By Approach 16:15 16:15 16:00 Volume 4 8 12 6 3 9 ! 6 7 13 Percent 33.3 66.7 66.7 33.3 46.2 53.8 High Int- 16:15 16:30 16:00 Volume 3 5 8 3 2 5 ' 0 4 4 Peak Factor 0.375 0.450 0.813 N/S Street : Route 125 Accurate Counts File Name :2640ROA3 E/W Street: Great Pond Road City/State North Andover,MA 978-664-2565 Site Code :26400003 : Weather Clear Start Date :02/08/200C Page No :1 ou e rea on ou e ar lme e From North From East From South I Pp o a e 19 PP. o a i ru Ig pp. o e teak Hour rom o - ea T ot1 Intersection 16:30 Volume 69 660 729 1 168 47 2151 940 242 1182 2126 Percent 9.5 90.5 78.1 21.9 79.5 20.5 Volume 69 660 729 168 47 215 940 242 1182 2126 Volume 9 163 172 : 38 10 48,Peak Factor 274 70 344 564 High Int. 17:00 0.942 16:30 17:15 Volume 22 177 1991 59 11 70 274 70 344 Peak Factor 0.916 0.768 0.859 Route 125 Out In Total L 987 ;1716 i 6601 69! Thru Left i ' O North �I L.,�G1 S'pi N /8/00 4:3000 PM "! 2/8/00 5:15:00 PM g�OU Cars !Trucks N p m— j I ! I i Thru Right I_940I 242 28 8 '_11821 j 2 110! Out In Total Route 125 i Street Route 125 Accurate Counts File Name :2640ROA3 /Street: Great Pond Road 978-664-2565 Site Code :26400003 /State North Andover,MA Start Date :02/08/2000 ether Clear Page No :1 Route 125 From North From East From South Time ref-- r p- o a e ig pp. o a-� r—u ig pp. o a n. o a 3 our rom 6-60-� - ea< off— Intersection 16:45 Volume 71 620 691 153 43 196 977 248 1225 2112 Percent 10.3 89.7 78.1 21.9 79.8 20.2 Volume 71 620 691 153 43 196 977 248 1225 2112 Volume 9 161 170 38 10 481 274 70 344 562 Peak Factor 0.940 High Int. 17:00 17:00 17:15 Volume 22 175 197 ! 40 15 55'i, 274 70 344 Peak Factor 0.877 0.891 ! 0.890 Route 125 Out In Total 1020! I 691�1 !'-17111 _620__;__ 71! Thru Left 0 North m ^Iwl 2/8/00445:00 PM �2/8/00 5:30:00 PM !Cars (v„o i Thru Right - 977 248, 773 1225! 1 998! Out In Total Route 125 N/S Street : Route 125 Accurate Counts File Name :2640ROA3 E/W Street: Great Pond Road 978-664-2565 Site Code :26400003 City/State North Andover,MA Start Date :02/08/2000 Weather Clear Page No 1 ou e rea on - ou e From North From East From South a Ime e ru pp. o a r e Ig ; pp. o a t ru Ig t � pp. o a n. o a ea our rom o - ea o — Intersection 16:15 Volume 4 8 12I 6 3 9 7 4 11 32 Percent 33.3 66.7 66.7 33.3 63.6 36.4 Volume 4 8 12 6 3 9 7 4 11 32 Volume 3 5 8 1 1 2 3 1 4 14 Peak Factor 0.571 High Int. 16:15 : 16:30 16:15 Volume 3 5 8 j 3 2 5; 3 1 4 Peak Factor 0.375 I 0.450 0.688 Route 125 Out In Total -- 101 ---12 ! 22 Thru Left i 0 'G North 0 � m m Q18/004:15:00PM o i2/8/00 5:00-00 PM r �mj 0 �. _ n _ Z7 Trucks -Ino -I- [-/ Thru Right 71 4] Out In Total Route 125 Street : Route 125/133 Accurate Counts File Name :2640R004 V Street: Sutton Street 978-664-2565 Site Code :26400004 y/State North Andover,MA Start Date :02/08/2000 ather Clear Page No : 1 Groups Printed-Cars-Trucks ou e ou e6utton From North From South From West S aarrfT-me i T ruff T Highte ru Leftig n. o a 07:00 6 07:15 213 125 7 99 77 7 528 07:30 244 142 i 5 801 89 12 572 07:45 183 181 11 104 1 64 6 549 oa 08:00 211 154 11 921 74 10 552 08:15 159 114 j 8 1161 52 11 460 08:30 136 117 13 97 i 71 14 448 08:45 126 80 12 83 65 8 374 o a 46b �i88 Zb Grand Total 1428 1006 1 73 753 572 85 3917 Apprch% 58.7 41.3 1 8.8 91.2 1 87.1 12.9 Total% 36.5 25.7 i 1.9 19.2 14.6 2.2 TZ-o—u-f,-_T25_- ou e Sutton From North From South From West Start ime inru ig pp. o a e ru pp. o a e g pp. o a H. o a i a our rom o - eak l of Intersection 07:15 Volume 851 602 1453 34 375 409 304 35 339 2201 Percent 58.6 41 A 8.3 91.7 89.7 10.3 Volume 851 602 14531 34 375 409 j 304 35 3391 2201 Volume 244 142 386 i 5 80 85 89 12 101 572 Peak Factor 0.962 High Int. 07:30 '07:45 07:30 Volume 244 142 386i 11 104 115 89 12 101 Peak Factor 0.941 ! 0.889 j 0.839 ak Hour From 07:00 to 08:45-Peak 1 of 1 By Approach 07:15 07:45 07:00 Volume 851 602 14531 43 409 452 ! 310 42 352 Percent 58.6 41.4 9.5 90.5 88.1 11.9 High Int. 07:30 1 08:15 07:30 Volume 244 142 3861 8 116 124 89 12 101 Peak Factor 0.941 0.911 0.871 N/S Street Route 125/133 Accurate Counts File Name :2640R004 E/W Street: Sutton Street 978-664-2565 Site Code :26400004 City/State North Andover,MA Start Date :02/08/2000 Weather Clear Page No I Groups Printed-Cars ou e ou e u on j From North From South From West ar ime ru Kignt e I ru e ig n. o a 07:15 210 120 7 96 77 7 517 07:30 239 137 5 80! 88 11 560 07:45 182 181 10 103 63 6 545 08:00 210 152 11 90 72 10 545 08:15 157 113 8 115: 51 10 454 08:30 130 116 13 94 70 13 436 _ 08:45 122 80 12 80 ! 63 8 365 oT faT— 6T9 - 2�6- �17—IMF Grand Total 1403 992 i 72 734 563 821 3846 Apprch% 58.6 41.4 8.9 911 87.3 12.7 Total% 36.5 25.8 !! 1.9 19.1 ! 14.6 2.1 �ouTe T25 - ou e u on From North From South From West at imT e--T r�--Rig—Fit-pp-TotafT- e ru I pp. o a _____Eeft_ -- i9 pp. -To-Fa n. o a ea our torn :: o6 off-- -- ---- -- -- - -- Intersection 07:15 i Volume 841 590 1431 33 369 402 300 34 3341 2167 Percent 58.8 41.2 8.2 91.8 89.8 10.2 Volume 841 590 1431 33 369 402 300 34 334 2167 Volume 239 137 376 5 80 85 88 11 99 560 Peak Factor 0.967 High Int. 07:30 07:45 07:30 Volume 239 137 3761 10 103 113 88 11 99 Peak Factor 0.951 I 0.889 0.843 Peak Hour From 07:00 to 08:45-Peak 1 of 1 By Approach 07:15 1 07:45 07:00 Volume 841 590 1431 42 402 444 307 41 348 Percent 58.8 41.2 9.5 90.5 88.2 11.8 High Int. 07:30 08:15 07:30 Volume 239 137 3761 8 115 123 88 11 99 Peak Factor 0.951 0.902 0.879 Street Route 125/133 Accurate Counts File Name :2640R004 i Street: Sutton Street 978-664-2565 Site Code :26400004 c/State North Andover,MA Start Date :02/08/2000 ether Clear Page No I Groups Printed-Trucks --- ou e Route 125 Sutton bt From North From South From West ar ime -�rur - Right Cep— ru e Rightn.TotT _ _ -07 60- I I 07:15 3 5 0 3 0 0 11 07:30 5 5 0 0 1 1 12 07:45 1 O i 1 1 1 0 1 4 08:00 1 2 1 0 2 i 2 0 7 08:15 2 1 j 0 1 1 1 6 08:30 6 1 0 3 1 1 12 08:45 4 0 0 3 2 0 9 ---- o a — Grand Total 25 14 1 19 I 9 3 71 Apprch% 64.1 35.9 I 5.0 95.0 i 75.0 25.0 Total % 35.2 19.7 1.4 26.8 12.7 4.2 RouTe T25 -- ou e utton St From North From South From West Start me --T ru ig pp. o a I e ru pp. o a --Leff; __ ig J pp. o a —lnf�o�l 3< our rom 0-to O 45=P-ea-l�T-.f-1 - Intersection 07:00 Volume 12 10 22 ! 1 10 11 3 1 4 37 Percent 54.5 45.5 1 9.1 90.9 75.0 25.0 Volume 12 10 22 1 10 11 3 1 4 37 Volume 5 5 10 0 0 0 1 1 2 12 Peak Factor 0.771 High Int. 07:30 07:00 07:30 Volume 5 5 10 0 6 6 1 1 2 Peak Factor 0.550 0.458 0.500 ak Hour From 07:00 to 08:45-Peak 1 of 1 By Approach 07:00 i 07:00 08:00 Volume 12 10 22 1 10 11 6 2 8 i Percent 54.5 45.5 ! 9.1 90.9 75.0 25.0 High Int. 07:30 ; 07:00 08:00 Volume 5 5 10 0 6 6 2 0 21 Peak Factor 0.550 I 0.458 i 1.000 N/S Street : Route 125/133 Accurate Counts File Name :2640R004 E/W Street: Sutton Street 978-664-2565 Site Code :26400004 City/State North Andover,MA Start Date :02/08/2000 Weather Clear Page No : 1 ou e ou e u on From North From South From West a Ime i ru Hight pp. I otal e i ru pp. o a e Ig pp. o a n.Total Peak our From o ea o Intersection 07:15 Volume 851 602 1453 j 34 375 4091 304 35 339 2201 Percent 58.6 41.4 8.3 91.7 89.7 10.3 Volume 851 602 14531 34 375 409 1 304 35 339 I 2201 Volume 244 142 386 i 5 80 85 89 12 101 572 Peak Factor 0.962 High Int. 07:30 ! 07:45 07:30 Volume 244 142 3861 11 104 115 89 12 101 Peak Factor 0.941 j 0.889 0.839 Route 125 Out In Total [ 679i 2 31 2 i ! `I I 6021 851i i Right Thru ,J 1 j I I �1 6 r' o North o c /8/00 7:15:00 AM !sir 2/8/008:00:00AM Cars Trucks i I i I i I i Left Thru j 34�. 375 `i I � 88i 6 - 09 22951 i 4 I Out In Total Route 125 'S Street : Route 125/133 Accurate Counts File Name :2640R004 W Street: Sutton Street 978-664-2565 Site Code :26400004 ty/State North Andover,MA Start Date :02/08/2000 cather Clear Page No : 1 ou e ou e u on From North From South From West I farf Ime i ru iR g-if----App.To a our rom - ea 1 off intersection 07:15 Volume 841 590 1431 33 369 402 300 34 334 2167 Percent 58.8 41.2 8.2 91.8 89.8 10.2 1 Volume 841 590 1431 i 33 369 402 300 34 3341 2167 Volume 239 137 3761 5 80 85 88 11 991 560 Peak Factor 0.967 High Int. 07:30 07:45 j 07:30 Volume 239 137 3761 10 103 113 ; 88 11 99� Peak Factor 0.951 ! 0.889 0.843 Route 125 _ Out In Total 6691 [1431] 2100 j_ 590i 841' Right Thru I 1 ' —r o6 mi �o. North 2/8/00 7:15:00 AM j - lM�js 2/8/00 8:00:00 AM 5IN1 1 jCars 0,ol I i 4 Left Thru 33 369 - f 875 L 402 1277 Out In Total Route 125 N/S Street : Route 125/133 Accurate Counts File Name :2640R004 E/W Street: Sutton Street 978-664-2565 Site Code :26400004 City/State North Andover,MA Weather Clear Start Date :02/08/2000 Page No : 1 ou e ou eu on From North From South From West a Ime j ru Ig pp. o a i e ru pp o a i e g pp o a n o a Pea our rom o Pa n Intersection 07:00 Volume 12 10 22 ! 1 10 11 3 1 4 37 Percent 54.5 45.5 9.1 90.9 75.0 25.0 Volume 12 10 22 i 1 10 11 j 3 1 4 37 Volume 5 5 10 0 0 0 1 1 2 12 Peak Factor 10.771 High Int. 07:30 07:00 07:30 Volume 5 5 10i 0 6 6 1 1 2 Peak Factor 0.550 0.458 10.500 Route 125 Out In Total 3J 2?J 35 10i 12 Right Thru a North w /8/00 7:45:00 AM _ Trucks O: i i I I I I i I Left Thru I i I 13 '11 EQ4 Out In Total Route 125 /S Street : Route 125/133 Accurate Counts File Name :2640ROA4 'W Street: Sutton Street 978-664-2565 Site Code :26400004 ity/State North Andover,MA Start Date :02/08/2000 'eather Clear Page No 1 Groups Printed-Cars-Trucks i From North From South From West - ar ime ! ruT� I hru Lett ig n, o a 103— 16:15 120 112 12 149 72 13 478 16:30 125 125 12 179 ', 109 121 562 16:45 141 86 10 202 126 7 572 - off— --- 479 17:00 130 94 17 198 121 14 574 17:15 138 90 8 228: 126 13 603 17:30 120 72 6 2021 143 4 547 17:45 122 73 7 182 94 6 484 --- oT fal -3T0 Grand Total 988 753 88 1495 894 79 4297 Apprch% 56.7 43.3 5.6 94.4 91.9 8.1 Total% 23.0 17.5 2.0 34.8 20.8 1.8 -- ou e - o ee u on From North From South From West Start I ime � —_-T rum F pp To e ru pp. otai-�eff;_ Ighf� Epp n. o a ea our rom�6: Co 1 ea o Intersection 16:30 Volume 534 395 929 1 47 807 854 482 46 528 2311 Percent 57.5 42.5 5.5 94.5 91.3 8.7 Volume 534 395 929! 47 807 854 : 482 46 528 2311 Volume 138 90 228 8 228 236 126 13 139, 603 Peak Factor 0.958 High Int. 16:30 17:15 17:15 Volume 125 125 250 8 228 236 126 13 139 Peak Factor 0.929 0.905 0.950 'eak Hour From 16:00 to 17:45-Peak 1 of 1 By Approach 16:15 16:45 16:45 Volume 516 417 933 I 41 830 871 516 38 554 Percent 55.3 44.7 4.7 95.3 93.1 6.9 High Int. 16:30 ! 17:15 17:30 Volume 125 125 250 8 228 236j 143 4 147 � Peak Factor 0.933 1 0.923 i 0.942 j N/S Street : Route 125/133 Accurate Counts File Name :2640ROA4 E/W Street: Sutton Street 978-664-2565 Site Code :26400004 City/State North Andover,MA Start Date :02/08/2000 Weather Clear Page No : 1 Groups Printed-Cars ou e ou eu on From North From South From West --a� ime ru ( i9 I e T ru e i9 Tnf 10 a T 16:15 117 110 1 12 146 1 71 13 469 16:30 125 123 12 177 109 12 558 16:45 141 86 I 10 200' 125 7 569 - —-T-o-t-aT- 475--------- 17:00 127 91 : 17 198 i 119 14 566 17:15 137 89 8 2281 126 12 600 17:30 119 72 6 202 143 4 546 17:45 121 73 7 182 93 6 482 - o -— - -- 1 -----2T94 Grand Total 979 7451 88 14861 887 78 4263 Apprch% 56.8 43.2 5.6 94A I 91.9 8.1 Total% 23.0 17.5 2.1 34.9 20.8 1.8 ou e - - u on From North From South From West STart Time Thou Right.--gip:T6t-aT -------fit --- _pp. o a —�eit --- i9 pp. o a —Inf To i Peak-lour rom 16:00 t6 1745 PeaT<�of-l------ - - --- - - --- Intersection 16:30 i Volume 530 389 919 : 47 803 850 479 45 524I 2293 Percent 57.7 42.3 5.5 94.5 91.4 8.6 Volume 530 389 919 47 803 850 i 479 45 5241 2293 Volume 137 89 226 8 228 236 i 126 12 138 600 Peak Factor 10.955 High Int, 16:30 17:15 17:15 Volume 125 123 248 : 8 228 236 126 12 138 Peak Factor 0.926 0.900 1 0.949 . Peak Hour From 16:00 to 17:45-Peak 1 of 1 By Approach 16:15 16:45 16:45 i Volume 510 410 920 41 828 869 513 37 550 j Percent 55.4 44.6 4.7 95.3 93.3 6.7 High Int. 16:30 17:15 17:30 Volume 125 123 248 : 8 228 236 143 4 147 Peak Factor 0.927 0.921 0.935� /S Street Route 125/133 Accurate Counts File Name :2640ROA4 'W Street: Sutton Street 978-664-2565 Site Code :26400004 ity/State North Andover,MA Start Date :02/08/2000 'eather Clear Page No : 1 Groups Printed-Trucks ou e Route 12b u on From North From South From West Hight Lett r7 I�Ig �_Thf-ToTaT, -- 16:15 3 21 0 3i 1 0 9 16:30 0 2 ; 0 2' 0 0 4 16:45 0 0 0 2 ! 1 0 3 Tofal- 17:00 3 31 0 0 2 0 8 17:15 1 1 1 0 0 i 0 1 3 17:30 1 0 0 Oj 0 0 1 17:45 1 0; 0 0,I 1 0 2 --- o a Grand Total 9 8 i 0 9 i 7 1 34 Apprch% 52.9 47.1 0.0 100.0 1 87.5 12.5, Total% 26.5 23.5; 0.0 26.5 20.6 2.91 ofZ ufe T25 ou e 125 From North From South I From West aS1 r—f7ime; �iru jj— i�g p Tom ru pp. oaf Ti— g pp. o a n. o a 'eak Hour rom UO�o 1T ea o Intersection 16:15 Volume 6 7 13 ! 0 7 7 1 4 0 41 24 Percent 46.2 53.8 0.0 100.0 100.0 0.0 Volume 6 7 13 0 7 7 4 0 41 24 Volume 3 2 5 0 3 3 : 1 0 1 j 9 Peak Factor i 0.667 High Int. 17:00 16:15 17:00 Volume 3 3 6 0 3 3 2 0 2 Peak Factor 0.542 0.583 0.500 'eak Hour From 16:00 to 17:45-Peak 1 of 1 By Approach 16:15 16:00 16:00 Volume 6 7 13 0 9 91 4 0 4 Percent 46.2 53.8 0.0 100.0 100.0 0.0 High Int. 17:00 16:15 16:00 Volume 3 3 6 0 3 3 2 0 2 Peak Factor 0.542 1. 0.750 0.500 N/S Street Route 125 1133 Accurate Counts File Name :2640ROA4 E/W Street: Sutton Street 978-664-2565 Site Code :26400004 City/State North Andover,MA Start Date :02/08/2000 Weather Clear Page No :1 ou e ou e u on From North From South From West ar Ime ' ru � ig pp. o a e ru i pp. o a e Ig pp, o a n. o a ea< our rom o ea 1 of-1 Intersection 16:30 Volume 534 395 929 47 807 854 I 482 46 528 2311 Percent 57.5 42.5 5.5 94.5 91.3 8.7 Volume 534 395 929 j 47 807 854 482 46 528 2311 Volume 138 90 228: 8 228 236 126 13 139 603 Peak Factor 0.958 High Int. 16:30 17:15 17:15 Volume 125 125 250 8 228 236 126 13 139 Peak Factor 0.929 0.905: 0.950 I Route 125 Out In Total 1269j 929 2218 _395_ 534 Right Thru 6 s Fes- I N North B— - �2/8/00 4:3000 PM I ' -� �218100 5:15:00 PM � m N cars 0� 'Trucks I � Left Thru 4_7_;__ 807I i 85-4 i 14s4 Out In Total Route 125 /S Street : Route 125/133 Accurate Counts File Name :2640ROA4 1W Street: Sutton Street 978-664-2565 Site Code :26400004 ity/State North Andover,MA Start Date :02/08/2000 'earlier Clear Page No :1 ou e Route 125 u on From North From South From West ar Ime ru g pp. o a e ru pp. o a e Ig i pp. o a n. o a ea our rom o T - ea o ----- — Intersection 16:30 Volume 530 389 919 47 803 850 479 45 524 2293 Percent 57.7 42.3 5.5 94.5 91 A 8.6 Volume 530 389 919 ! 47 803 850 479 45 524 2293 Volume 137 89 226 8 228 2361 126 12 138 600 Peak Factor 0.955 Nigh Int. 16:30 17:15 17:15 Volume 125 123 248 8 228 236 : 126 12 138 Peak Factor 0.926 0.900 0.949 Route 125 Out _ In Total 1282 i2201 _389 6 Right Thru o. m�coi e oirn� H' m: North N. J o - 2/8/00 4:30:00 PM 218/005:15:00PM Kars__ 0 _ Left Thru 47; 803 575' 850 1425 Out In Total Route 125 N/S Street Route 125/133 Accurate Counts File Name :2640ROA4 E/W Street: Sutton Street 978-664-2565 Site Code :26400004 City/State North Andover,MA Start Date :02/08/2000 Weather Clear Page No :1 ou e ou e u on From North From South From West �— ar Ime i ru , Ig j pp. o a ! e ru pp. o a e i Ig pp. o a n. o a eaP�rom 1�O�o 1-7�-P a�1 of1� Intersection 16:15 Volume 6 7 13 0 7 7 4 0 4I 24 Percent 46.2 53.8 0.0 100.0 100.0 0.0 Volume 6 7 13 0 7 7 4 0 41 24 Volume 3 2 5 0 3 3 1 0 1 9 Peak Factor 0.667 High Int. 17:00 16:15 17:00 Volume 3 3 6 0 3 3 i 2 0 2 Peak Factor 0.542 0.583! 0.500 Route 125 _Out In Total 111 13; L 241 Right Thru ,f 61I7 m H North r C C a - - 218160 4:15:00 PM - - � 2/8/o0 5:00:00 PM - 'Trucks O: _. _-._—__ I ! I Left Thru 0' 71 6 — 71 13 Out In Total Route 125 MASSHIGHWAY PERMANENT COUNT,STATION 0502 Proposed Lawrence Airport Industrial Park North Andover,MA STATION 502-NORTH ANDOVER-RTES.114 AND 125-NORTH OF THE ANDOVER BY-PASS YR JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC YEAR 95 32,972 33,251 35,787 36,515 36,684 37,449 34,618 36,042 37,287 37,807 36,134 33,749 35,691 2% 17% 9% 11% 13% 14% 14% 13% 10% 12% 13% 15% 12% 96 33,629 38,745 38,921 40,478 41,530 42,547 39,416 40,874 40,944 42,510 40,753 38,914 39,938 14% 3% 2% 0% 1% -3% 1% -2% 2% 2% -2% 2% 1% 97 38,299 39,903 39,702 40,575 41,793 41,188 39,818 40,177 41,704 43,324 39,830 39,769 40,507 -3% 3% 4% 6% 0% 5% 5% 2% -3% -2% 7% 6% 2% 98 37,057 41,050 41,245 43,153 41,720 43,150 41,761 40,892 40,566 42,644 42,421 42,294 41,496 5% 1% 2% 2% 2% 4% -3% 0% 5% -1% 3% -4% 1% 99 39,046 41,365 42,188 43,788 42,734 44,700 40,614 41,000 42,620 42,406 41,044 40,536 41,837 Adjustment from January to 1995 Average: 8.246% Adjustment from January to 1996 Average: 18.762% Adjustment from January to 1997 Average: 5.765% Adjustment from January to 1998 Average: 11.979% Adjustment from January to 1999 Average: 7.148% Average Adjustment from January to Average Year: 10.380% Adjustment from February to 1995 Average: 7.338% Adjustment from February to 1996 Average: 3.080% Adjustment from February to 1997 Average: 1.513% Adjustment from February to 1998 Average: 1.087% Adjustment from February to 1999 Average: 1.141% Average Adjustment from February to Average Year: 2.832% Adjustment from April to 1995 Average: -2.309% Adjustment from April to 1996 Average: -1.351% Adjustment from April to 1997 Average: -0.168% Adjustment from April to 1998 Average: -3.993% Adjustment from April to 1999 Average: -4,663% Average Adjustment from April to Average Year: -2.497% Adjustment from May to 1995 Average: -2,782% Adjustment from May to 1996 Average: -3.985% Adjustment from May to 1997 Average: -3.175% Adjustment from May to 1998 Average: -0.540% Adjustment from May to 1999 Average: -2,144% Average Adjustment from May to Average Year: -2.525% Job No.3079 adjust.xls 5/9/01 MASSMGHWAY CRASH RATE WORKSHEETS MAYSIVIORW91y CRASH RATE WORKSHEET COUNT DATE : �CXJ I _ MHD USE ONLY CtTY/TOWN : /�IC(�t������ ` DISTRICT : _L� UNSIGNALIZED � SIGNALIZED : �] Source#� INTERSECTION DATA ST# MAJOR STREET: c ST# MINOR STREETS) : � ST# ST# ST# INTERSECTION INTERSECTION North �� �� A �� � REF# DIAGRAM (Label Approaches) S �� 1 � ° l / Peak Hour Volumes 2 3 4 5 Total APPROACH : 1 Entering Vehicles DIRECTION : Zr., VOLUMES (AM PM) : I(DC)-1 K" FACTOR : APPROACH ADT : ,1 yy ADT=TOTAL VOID"K"FACT. ' 0,090 TOTAL#OF #OF AVERAGE#OF ACCIDENTS : 'a�J YEARS ACCIDENTS (A) RATE _ (A-1,000,000) CRASH RATE CALCULATION : O �,� (ADT'365) C� Comments : Cal cult red cr`c �1 In�e!-Sec i-iiCr"�S. s CRASH RATE WORKSHEET CITY/TOWN : ±,�-�i, Cv COUNT DATE : 4.o aoc\ MHo USE DISTRICT: UNSIGNALIZED : j SIGNALIZED : �] Source#� ..................................................... . '...INTERSECTION DATA .. ............................ ............................................................................ MAJOR STREET: Q� ST# MINOR STREETS) : Lucy , 1 env :���t� 349 " ,..i` ST# C� ST# ST# INTERSECTION L,- North ��Qs DIAGRAM INTERSECTION (Label Approaches) REF# 3~ ►LJGr� 'All Peak Hour Volumes APPROACH : 1 2 3 4 5 Total DIRECTION : Entering Vehicles VOLUMES (AM,&: 1 e3 " K" FACTOR : a, 1 O APPROACH ADT: E p33 ADT=TOTAL VOU"K"FACT. '_ TOTAL# OF ►�Gr� ---- #OF AVERAGE#OF ACCIDENTS : YEARS ACCIDENTS A : 1 ......................................... ... ....... .................................. CRASH RATE CALCULATION : RATE - (A'1,000,000) 3 (ADT'365) AR Comments : � ► v .r �,, Ql w..a Ndissffiffliwaly A C CRL S RATE E ®R ►l EE 1 CITY/TOWN : COUNT DATE : MHD USE ONLY DISTRICT : y UNSIGNALIZED : SIGNALIZED : Source#� INTERSECTION DATA MAJOR STREET : r "arc?c�(d�uke �S> ST# MINOR STREET(S) : ST# ST# ST# ST# j M C rpwPve. Nih INTERSECTION INTERSECTION � � I! � DIAGRAM ! I i� REF# f (Label Approaches) I 1 I� Fill O Peak Hour Volumes APPROACH : 1 2 3 4 5 Total Entering DIRECTION : _ Vehicles VOLUMES(AMAI q 58 5 ) I-18�J " K" FACTOR : o,OGO APPROACH ADT: ADT=TOTAL VOLT"K"FACT. TOTAL#OF #OF AVERAGE#OF ACCIDENTS : a YEARS : 2J ACCIDENTS (A) CRASH RATE CALCULATION : RATE _ (A�1,000,000) E�A (ADT'365) Comments : C cLjo-ted -CN�� C7 4? �3 K C)i 5""( C,o,.A e )VAISSffiffliwaly CRASH RATE WORKSHEET CITY/TOWN : � .� }�f COUNT DATE : MHD USEONt Y DISTRICT: UNSIGNALIZED : L �J SIGNALIZED : Source#� - INTERSECTION DATA MAJOR STREET: 0--7L-1C-- CA cC? eQA- � .rza t r ST# MINOR STREET(S) : ( �k� �}�e�f ST# ST# ST# ST# l i Qi INTERSECTION NL I i 0 i f INTERSECTION DIAGRAM I; I .c�,( `.:, Cs�- REF# (Label Approaches) Z— e. 1 Peak Hour Volumes APPROACH : 1 2 3 4 5 Total Entering DIRECTION : Vehicles VOLUMES(AM M, q� I �G y CI 9 " K" FACTOR : o,o APPROACH ADT: aG coa I ADT=TOTAL VOU"K"FACT. TOTAL#OF #OF AVERAGE#OF ACCIDENTS . 3 YEARS . ACCIDENTS (A) : CRASH RATE CALCULATION : I2 RATE _ —( ,00 ADT 00 � ) Comments : 'OIC,joo e. CRASH ATE WORKS EET CITY/TOWN : Nor-\,A s r v , COUNT DATE : MHD USE ONLY DISTRICT : �_ UNSIGNALIZED : SIGNALIZED : L�J Source#� -- INTERSECTION DATA MAJOR STREET: SA-re-e� Ls al`t 1 ST# MINOR STREET(S) : PCA--16 IP,00 Rt e ;7�1) ST# ST# ST# ST# O � GrecA Pcrd._ O_ INTERSECTION NOffh -- INTERSECTION DIAGRAM ' O REF# v (Label Approaches) I / I Peak Hour Volumes APPROACH : E 2 3 4 5 Total Entering DIRECTION : 11 Vehicles VOLUMES (AMAM - I Z>-,- ' L. a;-,;, ;,-1-,�, I I I ��e195 "K" FACTOR : Q.c -I APPROACH ADT: ADT=TOTAL VOU"K"FACT. TOTAL#OF #OF AVERAGE#OF ACCIDENTS : I YEARS : ? ACCIDENTS (A) . H Z 3 CRASH RATE CALCULATION : RATE _ (A,1,000,000) ©, (ADT*365) Comments CRASH RATE WORKSHEET CITY/TOWN : �i� p -�,y�{ COUNT DATE : 300 � 1 a0aj MHD USE ONLY DISTRICT: d-{ UNSIGNALIZED : SIGNALIZED : ��� Source#� - INTERSECTION DATA MAJOR STREET : C1 ��r� r� ( ( « �a� ST# MINOR STREETS) : ST# ST# ST# ST# I j � I INTERSECTION North ( I INTERSECTION DIAGRAM Su��cr � °t I REF# (Label Approaches) Q Peak Hour Volumes APPROACH : 1 2 3 4 5 Total Entering DIRECTION : Nc�fi,txG� Vehicles VOLUMES(AMICN : G C�a oy� 'CGS a(-0oLl " K" FACTOR : APPROACH ADT: ADT=TOTAL VOU"K"FACT. TOTAL#OF #OF AVERAGE#OF ACCIDENTS : as YEARS : ACCIDENTS (A) CRASH RATE CALCULATION : 0 RATE _ (A 0,00 ADT 0 ) 365 Comments : � 1f - cP cx-csrdj-,",- MBTA HAVERHILL LINE COMMUTER RAIL SCHEDULES AND FARE INFORMATION TA Haverhill Commuter Rail Line http://www.rnbta.com/sehedmaps/commuter-rail/haverhill.cfm - - '1':� F,F4i5T Tf1AClt k , AIAMT-A,. The Haverhill Line :Pt-q-f +ub a' Srbedt es Haverhill Schedule I System Map Fares &M3PS trarumuter }£mss'-' Hal` Click on a station for further information ns &; s lea n t f3T. s fa'1ap H,.'�.'ERHILL LINE rg r fta,'Ik e Hall erhil Bradfo Lawrence Andover Ballardvale North Ugilmmgton Reading Wakefield Greeenn�wr�ood Highlands �� CedarI% WyHilloming �Iden Center o To Rockport Low ll and Ipswich an Fitchburg Chelsea NORTH STATION Franklin Line I Fitchburg Line Haverhill Line Kingston/Plymouth Line Lowell Line Middleborough/Lakeville Line I Needham Line Attleboro/Providence Line I Stoughton Line Newburyport/Rockport Line I Worcester/Framingham Line I Fairmount Line North Station I South Station I Commuter Rail under Construction Home MBTA Profile Scbedules&Mans Passes&Fares News&Information Shop On Line Copyright ©2000 Massachusetts Bay Transportation Authority 4/17/01 12:54 PM of 1 HAVERHILL/READING LINE MONDAY THROUGH RIDAY E ECTIVE 09/18/2000 INBOUND 202 204 206 208 258 212 262 214 266 218 220 222 274 226 280 232 282 284 236 288 238 292 294 READ DOWN A.M A.M A.M A.M A.M A.M Dep: Haverhill M A.43 A.M. A.M. 12 03 P.M. P.M. 2 48 P.M P.M.P.M. P.M. P.M. p,NI, p.M. P.M. P.M. 531 607 632 657 725 843 1023 1203 248 430 600 Bradford 533 60 63 65 727 8 21 Lawrence 5 42 6 16 6 41 706 736 8 45 f10 25 f12 05 f2 50 A 32 156 02 f8 23 Andover 5 47 6 21 6 46 711 742 854 1034 1214 �59 f4 41 f6 11 f8 32 Ballardvale 859 1039 12 19 1 16 f3 04 f4 46 f6 16 f5 51 625 6 50 715 7 46 f9 0 f10 43 f12 23 1 24 f8 37 North Wilmin ton 7 53 f3 08 f4 50 f6 20 f8 41 Reading 604 640 7 OS 738 8 02 836 917 958 1057 1237 1 38 2 58 322 430 Wakefield 6 10 646 7 11 744 809 532 6 13 750 855 10 14 1130 Greenwood 8 42 9 23 10 04 11 03 12 43 1 44 3 04 3 28 4 36 5 38 6 19 f6 13 6 49 7 14 747 8 12 845 9 26 f10 07 fl l 06 f12 46 fl 47 f3 07 f3 31 7 56 9 O1 I 23 11 36 Melrose Highlands 6 15 6 51 7 17 75 8 15 847 9 28 10 09 11 08 12, 1 49 309 3 33 f4 3 f5 41 f6 24 f7 59 f9 04 f10 23 fl1 39 Melrose/Cedar Park 617 653 7 19 7 52 8 17 849 9 30 f10 11 f11 10 f12 50 fl 51 f3 11 f3 35 f8 03 f9 06 f10 25 fl 1 41 Wyoming Hill 619 655 721 754 819 851 9 32 f10 13 fl l 12 f12 52 fl 53 f3 13 f3 37 f5 43 f6 26 f8 03 f9 08 f10 27 fl1 43 Malden Center 622 659 725 7 58 8 24 854 935 1016 11 17 1256 157 3 16 3 40 4 45 f6 28 f8 OS f9 10 f10 29 fl1 45 Arr: North Station 8 35 5 47 6 31 808 9 13 1032 1148 7 OS 10 42 11 58 OUTBOUND 253 205 257 209 261 213 215 217 269 READ DOWN A.M.A.M A.M 22 275 227 279 231 281 233 235 237 287 239 291 293 245 P.M. P M. P.M. P.M. P.M. P.M. P.M. P.M.P.M. P.M. P.M. P.M. P.M. P.M. P.M. P.M. Dep: North Station 7 00 7 19 7 55 8 55 9 15 10 35 1220 120 2 20 300 3 50 4 25 Malden Center f7 12 f8 10 9 05 f9 25 10 45 12 30 1 30 2 30 4 50 5 15 530 552 6 15 6 55 7 10 8 32 935 10 52 11 59 Wyoming Hill f7 15 f9 08 f9 28 f10 48 f12 33 fl 33 f2 33 f3 13 4 04 4 36 5 00 5 ZS 5 40 6 02 6 25 7 20 8 42 9 45 11 02 12 09 Melrose/Cedar Park f7 17 f8 15 f9 10 f9 30 f10 50 f12 35 fl 35 f2 35 5 03 5 43 6 07 6 29 f7 23 f8 45 f9 48 fl 1 OS f12 12 Melrose Highlands f7 18 f8 16 f9 12 f9 32 f10 52 f12 37 1 37 2 37 15 4 06 4 40 5 OS 5 45 6 07 6 31 7 25 8 47 f9 50 fl 1 07 f12 14 Greenwood f9 14 f9 34 f10 54 f12 39 fl 39 f2 39 f3 19 4 00 4 42 5 08 5 48 6 10 6 34 728 849 9 52 11 09 12 16 Wakefield f7 22 f8 20 f9 17 9 37 10 57 12 42 1 42 2 42 5 10 5 50 6 12 6 36 f7 30 f8 51 f9 54 fi 1 11 f12 18 Reading 728 826 923 943 11 03 12 48 1 48 2 48 3 28 4 20 4 54 5 15 535 554 6 17 6 42 7 34 8 56 958 11 14 1222 North Wilmington 30 5 21 5 42 6 00 6 23 648 740111 9 02 10 0 11 20 1228 Ballardvale fl 1 10 fl2 55 fl 55 f3 35 501 549 630 654 f7 57 f9 36 fl 1 16 fl O1 f2 01 f3 41 508 9 08 f12 34 Andover f8 O1 f9 41 fl l 21 1 06 f2 06 5 56 6 36 7 00 17 35 9 14 f12 40 Lawrence f8 07 f9 47 3 46 5 14 6 02 6 41 7 04 7 39 918 Bradford fl 1 27 f2 12 3 52 5 20 6 08 6 47 7 10 7 45 9 24 f12 43 f8 16 f9 56 fl 1 36 2 21 4 O1 5 28 f12 48 Arr:Haverhill 8 18 9 58 11 38 2 23 6 17 6 56 720 754 934 f12 58 403 530 620 658 723 756 936 SYMBOLS f:Stops to discharge passengers on notice to conductor and to pick up passengers on platform visible to engineer. 1 00 HOLIDAYS July 4 and New Years Eve SATURDAY SERVICE SUNDAY SERVICE contact Customer Service for Presidents'Day Memorial Day-Labor Day service update at 617-222-3200, Independence Day Thanksgiving g� g Day Christmas Day New Year's Day HAVERHILL/READING LINE SATURDAYS AND SUNDAYS E ECTIVE 12/11/2000 1204 1208 1212 1216 To 1220F2224 INBOUND 2204 2208 2212 2216 2220READDOWN A.M. A.M. P. . P.M. P.M. . Dep• Haverhill 7 15 1015 115 415 7 155 Bradford 717 1017 117 417 7177 Lawrence 726 1026 126 426 7 266 Andover 731 1031 131 431 7311 Ballardvale f7 36 f10 36 fl 36 f4 36 f7 36 f10 36 North Wilmington f7 42 f10 42 fl 42 14 42 f7 42 f10 42 Reading 751 1051 151 451 751 1051 Wakefield 757 1057 157 457 757 1057 Greenwood f8 00 fl 1 00 f2 00 f5 00 f8 00 fl l 00 Melrose Highlands 802 1102 202 502 802 1102 Melrose/Cedar Park f8 04 fl l 04 f2 04 f5 04 f8 04 fl 1 04 Wyoming Hill f8 06 f11 06 f2 06 f 5-0 6 f8 06 fl1 06 Malden Center 809 1109 209 509 809 1109 Arr: North Station 1 8 19 1119 219 5 19 8 19 11 19 1205 1209 1213 1217 1221 1225 OUTBOUND 2205 2209 2213 2217 2221 2225 READ DOWN A.M. A.M. P.M. P.M. P.M. P.M. Dep: North Station 8 45 11 45 2 45 5 45 8 45 1130 Malden Center 855 1155 255 555 855 1140 W omin Hill f8 58 fl l 58 f2 58 f5 58 f8 58 fl l 43 Melrose/Cedar Park f9 00 f12 00 f3 00 f6 00 f9 00 fl l 45 Melrose Highlands 902 1202 302 602 902 1147 Greenwood f9 04 f12 04 f3 04 f6 04 f9 04 f 11 49 Wakefield 908 1208 308 608 908 1153 Reading 914 1214 314 614 914 1159 North Wilmington f9 22 f12 22 f3 22 f6 22 f9 22 f12 07 Ballardvale f9 28 f12 28 f3 28 f6 28 f9 28 f12 13 Andover 933 1233 333 633 933 1218 Lawrence 938 1238 338 638 938 1223 Bradford 947 1247 347 647 947 1232 Arr: Haverhill 949 1249 349 649 949 1234 HOLIDAYS July 4 and New Years Eve SATURDAY SERVICE SUNDAY SERVICE contact Customer Service for Presidents'Day Memorial Day-Labor Day Independence Day Thanksgiving Day•Christmas Day serviceupdate at 617-222-3200. New Year's Day LAWRENCE STOP http://www.mbta.com/schedmaps/conimuter-rai]Aawrencestop.cf I 47AR _ Lawrence Commuter Station retll y Schedules Address Maps a'nmuter Intersection of Merrimack and Parker at the 495/Sutton Street exit. Rat[ & 91o's 'Boal Parking Information f IT Spaces Available- 164 spaces 1 t rvlaps Handicap Parking - 5 spaces Handicap Accessibility- Yes is a Rate - $1.00 ffil irn? This lot is owned and operated by the city of Lawrence. Directions I93 North to I495 North to Rt. 28 Lawrence exit. Follow Rt. 28 toward Lawrence Center. Station right at intersection of 28 Merrimack St. Fare • Zone- 6 Commuter Rail Schedules • Haverhill Line Connecting Buses • Bus Routes Additional • Commuter Rail Vendors • For information on your pass options click here,otherwise review our Monthly Interzone option or our Twelve-Ride Ticket. Station Photo We Not AvMft 1 of 2 4/17/01 2:03 PM UA Commuter Rail Fares http://www.mbta.com/passfares/types/erfares-cfm Y A {[ t � "' FAST TPAC�':S Prof31a Zone Information Types of sc hedlu tes Passes& Zone 1A 64an, s Fares Includes the following stations: Back Bay,Ruggles and Upham's Corner. MeS Lora,cfr, fares The Purchase of a Monthl�Pass includes Subway and Streetcar service except stations Quincy Center through Braintree and Riverside through tau Chesnut Hill(D-Line). Forrl _ One-Way: $1.00 g q 12-Ride: $11.00 ter;' .in Monthly Subway Pass: $35.00 Zone 1B Includes the following stations: Chelsea,Forest Hills,Malden Center, Morton Street,Porter Square and West Medford. The Purchase of a Monthly Pass includes Subway and Streetcar service except stations Quincy Center through Braintree and Riverside through Chesnut Hill(D-Line). One Way: $1.50 12-Ride: $16.50 Monthly Subway Pass: $35.00 Zone 1 Includes the following stations: Bellevue,Belmont Center,Fairmount, Highland,Hyde Park-Cleary Square,Melrose-Cedar Park, Melrose Highlands,Newtonville, Quincy Center,Roslindale Village,Waverley, Wedgmere,West Roxbury,Winchester Center,Wyoming Hill. The Purchase of a Monthly Pass includes Subway and Streetcar service,Local Bus, $2.50 Express Bus, and Lovejoy Wharf, Charlestown &East Boston Ferries.For Bus Fares higher than $2.50, difference may be paid in cash. One Way: $2.50 12-Ride: $27.50 Monthly Zone 1 Pass: $85.00 Zone 2 Includes the following stations: Auburndale (Newton), Braintree, Brandeis-Roberts,Dedham Corp,Endicott, Greenwood,Hersey, Lynn-Central Square, Mishawum,Woburn,Needham Center, Needham Heights,Needham Junction, Reading, Readville, Riverworks, Route 128,Wakefield,Waltham,West Newton. The Purchase of a Monthly Pass includes Subway and Streetcar service,Local Bus, $2.75 Express Bus, and Lovejoy Wharf, Charlestown &East Boston Ferries.For Bus Fares higher than $2.75, 4/17/01 2:04 PM of 3 MBTA Commuter Rail Fares http://www.mbta.com/passfares/types/cifares.cfn difference may be paid in cash. One Way: $2.75 12-Ride: $30.25 Monthly Zone 2 Pass: $94.00 Zone 3 Includes the following stations: Canton Center, Canton Junction, Holbrook/Randolph,Hastings, Islington, Kendal Green,North Wilmington,Norwood Central,Norwood Depot, Salem, Silver Hill, South Weymouth, Swampscott,Wellesley Farms, Wellesley Hills, Wellesley Square,Wilmington. The Purchase of a Monthly Pass includes all MBTA services,Lovejoy Wharf, Charlestown,Long Wharf&World Trade Center Ferries, and all "Zone 1-2" services. One Way: $3.00 12-Ride: $33.00 Monthly Zone 3 Pass: $102.00 Zone 4 Includes the following stations: Abington, Ballardvale,Beverly Depot, Brockton,Lincoln,Montello,Montserrat,Natick, Plimptonville, Sharon, Stoughton, Walpole,West Natick,Windsor Gardens. The Purchase of a Monthly Pass includes all MBTA services,Lovejoy Wharf, Charlestown,Long Wharf&World Trade Center Ferries, and all "Zone 1-3" services. One Way: $3.50 12-Ride: $38.50 Monthly Zone 4 Pass: $119.00 Zone 5 Includes the following stations: Andover,Beverly Farms, Campello, Concord,Framingham, Hamilton-Wenham,North Beverly,North Billerica,Norfolk, Prides Crossing,West Concord,Whitman. The Purchase of a Monthly Pass includes all MBTA services,Lovejoy Wharf, Charlestown,Long Wharf&World Trade Center Ferries, and all "Zone 1-4" services. One Way: $4.00 12-Ride: $44.00 Monthly Zone 5 Pass: $136.00 _.......... Zone 6 Includes the following stations: Bridgewater, Forge Park,Franklin, Hanson, Ipswich,Lawrence,Lowell,Manchester,Mansfield, South Acton. The Purchase of a Monthly Pass includes all MBTA services,Lovejoy Wharf, Charlestown,Long Wharf&World Trade Center Ferries, and all "Zone 1-5" services. One Way: $4.25 12-Ride: $46.75 Monthly Zone 6 Pass: $145.00 2 of 3 4/17/01 2:04 PM STA Commuter Rail Fares http://www.mbta.conVpassfares/types/erfares.cf n L Includes the following stations: Attleboro,Bradford,Gloucester, Halifax, South Attleboro,Haverhill,Littleton-495,Rowley,West Gloucester. The Purchase of a Monthly Pass includes all MBTA services,Lovejoy Wharf, Charlestown,Long Wharf&World Trade Center Ferries, and all "Zone 1-6" services. One Way: $4.50 12-Ride: $49.50 Monthly Zone 7 Pass: $153.00 Zone 8 Includes the following stations: Ayer, Kingston/Route3, Middleborough/Lakeville, Newburyport,Plymouth, Shirley,Grafton, Rockport. The Purchase of a Monthly Pass includes all MBTA services,Lovejoy Wharf, Charlestown,Long Wharf&World Trade Center Ferries, and all "Zone 1-7" services. One Way: $5.00 12-Ride: $55.00 Monthly Zone 8 Pass: $159.00 Zone 9 Includes the following stations: Worcester,Fitchburg,Providence, North Leominster. The Purchase of a Monthly Pass includes all MBTA services,Lovejoy Wharf, Charlestown,Long Wharf&World Trade Center Ferries, and all "Zone 1-8" services. One Way: $5.75 12-Ride: $63.25 Monthly Zone 9 Pass: $169.00 If you forget which Zone your stop falls into, use your browser to go back a page or go directly to the Commuter Rail Maps. Hgt71c hIBT, Profile. Schedules:, 4alis P Les_ Fares News zC olqu zjCmn SN On Line Copyright©2000 Massachusetts Bay Transportation Authority 4/17/01 2:04 PM of 3 INTERZONE http://vrww.mbta.com/passfares/types/interzone.cfi i Interzone Fares Types Est Passes 11 To determine the type of interzone ass needed count the number of zones Fares YP P ek traveled including the one in which you board. Passes&Fares ,.;; #Zones Traveled Inj One--Wayl Half-Fare Monthl Pass£Famil Fare! Fcissf y� — Y a � "`� ( 1 } �—$ 75—^ 085 1 $56.00 F 0 i $7.-00 $1.00 ? $65.00 i��---$8.00 ` f e 3 $2.50 ; $1.25 $82.00 $10.00 j $13_5�111 $9000. $1"100 _. _.._ .5_ _....._,_. ._....$3 00 , $1._50 .�9 9.00,_-J._..v$12.00 .ro= .._.r_ $107.00 .__$13.00 7 $3.50 $1.75 116 00 .._.___._g._...._.___.____. _ $4.00 _..._ $2LL00 "[__A .00- 66. ' $16.00 ? .- -- 1 . ._..__ ;�-- 9 rvmm j $4.25 $210 w $135 w00 $17.00 Home NDT&PE Gle" Schedule-s JC:Mans Patises&_Fare_s T e s Information Shop On Line Copyright ©2000 Massachusetts Bay Transportation Authority 1 of 1 4/17/01 2:05 PM /ELVE-RIDE http://www.mbta.com/passfares/types/twelveride.cfin P ,P. =_K FAST 3 RACK �-W1 1 - ie Ticket PTOMB Tees of Passes& Zones 12 Ride Fares lA $11.00 Ride Passes 1B $16.50 Fates Fps, 1 $27.50 F Of 2 $30.25 €r�1ari gift a FLrt1� 3 $33.00 i 4 $38.50 n�R 5 $44.00 6 $46.75 7 $49.50 8 $55.00 9 $63.25 Hoene MRTA Profile Schedules&Mans Passes Fares News S:Information Shop On Line Copyright©2000 Massachusetts Bay Transportation Authority 4/17/01 2:05 PM of 1 MVRTA BUS ROUTE 33 SCHEDULE AND FARE INFORMATION errimack Valley Regional Transit Author...vrtawebmaster@worldnet.att.net,Route 33 http://www.mvrta.com/33/33.htrnl '. ,.�✓ila'r .✓�.�' w.:;� �,�/t�. �.,�,�,,,,.�„ ,:f�y3ry�;:-dam'`xp Select a link 60 crnmac V-,alleyRegional Transit hut-h-orityr rem • • OUTBOUND r The to RTA operates ort � , flag]?4lIGy,lF} U'vaY$tl e7 i board the bus,You mu3t � � a wave to the, the hf approachesna :. }' z� be on the same side of the BUS Bus BUS STARTS Leaves ENDS at from at Buckley Main Stop and Shop Transportation Center and Sutton ® � A.M. — 5:10 5:20 5:45 5:53 6:03 6:30 6:38 6:48 7:15 7:23 7:33 8:00 8:08 8:18 8:45 8:53 9:03 9:30 9:38 9:48 10:30 10:38 10:48 11:15 11:23 11:33 P.M. l� of 3 4/25/01 3:06 PM Merrimack Valley Regional Transit Author...vrtawebmaster@worldnet.att.net,Route 33 http://www.mvrta.com/33/33.htm S A.M. 8:20 8:27 8:37 9:40 9:47 9:57 11:00 11:07 11:17 P.M. INBOUND The taftlRTA,60rates on a f 0 policy.t€ydrj wish to bo&IJ the bus,you must wave to he bus vperWor as- the ve ik le aftl3i[aches c iid be on t serve side of#m street as tk�a bus, Click on map to enlarge. BUS Bus BUS Bus STARTS Leaves ENDS Continues at from at on Stop and Shop Sutton and Buckley as Route: Main Transportation Center 2 of 3 4/25/01 3:06 PM errimack Valley Regional Transit Author...vrtawebmaster@woi-ldnet.att.net,Route 33 http://www.mvrta.com/33/33.htn-A A.M. 5:22 5:32 5:40 35 6:05 6:15 6:23 35 6:50 7:00 7:08 35 7:35 7:45 7:53 35 8:20 8:30 8:38 35 9:05 9:15 9:23 35 9:50 10:00 10:08 35 10:50 11:00 11:08 35 11:35 11:45 11:53 35 P.M. A.M. 8:37 8:45 8:53 35 9:57 10:05 10:13 35 11:17 11:25 11:33 35 P.M. in IN IN IN back t"o home Home 1 13 14 15 16 18 19 21 22 22 summer 29 32 33 34 35 36 37 38 39A 39B 40 41 42 51 51 summer 52 53 83 84 Special Routes General Information e-mail: deomeau@mvrta.com A 3 4/25/01 3:06 PM MVRTA Schedule-Route 01 http://www.mvpc.org/Mvrtaroute11tm HOME MVPC SERVICES INDVSTRIAl.SITES LIFE IN THE VALLEY CROSSROADS Of NEW ENGLAND SITE MAP Merrimack Valley Regional Transit Authority Bus Routes and Time Schedule Route Number: 01 Effective Date: February, 1997 Route Description: Buckley Transportation Center in Lawrence, Methuen Mall Northern Essex Community College, and the Washington Square Transit Station in Haverhill. Transfer Points:-Washington Square Transit Station in.Haverhill (See Bus Routes 13,.14, 15, 16, 18 & . 19),Methuen Mall at the Valley Expo. Center in Methuen(See Bus Routes 40 &42); Methuen Square in Methuen(See Bus Route 42) and the Buckley Transportation Center in Lawrence (See Bus Routes 29, 32, 33, 34, 35, 36, 37, 38, 39A, 39B, 40 & 41). Fare Information Full Fare $1.00 ;Senior Citizens, Age 60 & over* 50 cents jTransportation Disabled With Proper Identification ** - 50 cents jStudents Ages 13 -17 on school days only, from 7-8.30 am and 2-2:30 pm 50 cents lChi d Ages 6-12 50 cents -- =—--- —cents- [Children Age 5 and under :Free Transfers*** Free *d Medicare card may be used as proof of age to qualify for half-fare. i A valid Medicare care r may be used as proof of disability when applying for the required LD: to qualify for - half-fare. * ' Please ask the driver for a transfer when boarding. Additional Information: Flag Policy: If you wish to board the bus,you must wave to the bus driver as the vehicle approaches and be on the same side of the street as the bus to be picked up. Accessibility: All MVTA buses are wheelchair accessible and are equipped with kneelers. We may not be able to accommodate you if your wheelchair/scooter is longer than 48 inches or wider than 32 inches or if your total weight with your wheelchair/scooter exceeds 600 pounds. Question:_what if you don't meet these requirements; what other procedures are available?Are the paratransit forms available to be placed on the net and an e-mail address to send them to? Bike Policy: Bicycles are allowed on the vehicles if space is available. Transit Authority Schedule & Route Information Number: 508-469-1254 Any TDD or Braille schedules? Special Notes: Saturday service to Northern Essex Community College is provided on Route 51. 1 of 3 8/3/00 10:31 AM Welcome Aboard the Merrimack Valley Regional Transit Authority! (Do; (D C m o ; Q -0 Qs 3 �� Qo Days of Operation -a 3• c(D �_ ° °c Monday through Saturday.Service will not operate m o `(D o W � C CD `D n m m on the following holidays: New Year's Day,Martin m °n 3 E 3 Luther King Day,Presidents'Day, Patriots'Day, =a `D (A 0)CD Memorial Day, Independence Day,Labor Day, (D W 3 Q Columbus Day,Veterans'Day,Thanksgiving and 5 a o � ZY 3 Christmas. — — o < — m CD v, En 3 rn a> Flag Policy (D 3 (D o Q (D 3 Cr Persons wishing to board the bus must wave to the o 3 �= _m bus operator as the vehicle approaches and be on D' m o �, j the same side of the street as the bus. rn o 0 Bike Policy Bicycles are allowed on the vehicles if space is available and must be secured. Accessibility All buses are wheelchair accessible and are equipped with kneelers.We may not be able to accommodate you if your wheelchair/scooter is longer than 48"or wider than 32"or if your total weight with your wheelchair exceeds 600 pounds. The information on this schedule will be produced in an accessible format upon request. Fare Information Full Fare------------------------------------ $1.00 Senior Citizens,age 60 and over*-------------- 50¢ Transportation Disabled"----------------------500 Students,ages 13-17 a —i on school days only from m < CL ??" © CDn Q y _ r 6:30-8:30 am and 2-4:00 pm---------- ----- 500 X.o �'a' m m o Children,ages 6-12----------------------------500 Q 3 D m cQ Children,5&under � _ `Q `-D o 0 =- �- m — o k with an adult ------------------------------ FREE m �, 3 m z Q g n Transfers------------------------------------FREE m Q-� � W O� 3 m =r (Please ask driver for transfer when boarding) �� `D o. A valid Medicare card may be used as proof of age to 13 CD W Co � o QQ� m �t NO Sv o qualify for half fare. o = D, w O: Q 3 A valid Medicare card may be used as proof of disability y.y P o CO z o m o _. when applying for the required LD.to qualify for half-fare. _a 3 E >" CD Schedule & Route Information: y W (978) 469-1254 MVPC Services/Transportation-The Merrimack Valley Transit Authority http://www.mvpc.org/mvrta.htm HOME MVPCSERVICES INDUSTRIAL SMS UFF IN IMF MALL { CROSSROADS OF NEW FNGLAND SITE MAP Regional Transit Auffi rIt The Merrimack Valley Transit Authority (MVRTA) is the primary provider of public t1EW-ttaorhi ,(" ftwE.,awrm p transportation in the lower Merrimack Valley. 'FainStINorthA", t Water St. Through private vendors, the Massachusetts Lmmce SU Hbly F=4 HosplW Bay Transit Authority(MBTA) and the Ig1daA :twces° MVRTA' .�l s own resources, the MVRTA tt h�ngtan � gag �hrHeig 3?Evea�F�ts oni�t tl�r�htsllt.AnKia+rer Mal provides fixed bus routes, demand-response SUMMW Sul Westgate PNIffp SU R Apdover Ma transportation,paratransit for the elderly and a iAndwwShwfe thuenSgwe for persons with disabilities, and commuter '0 ftilardwe rePeir--t#Wefl (D tans intovrrktae 3a71 f r4v rP Farm rail services. Anow f North Andover �alaattsryB�+�h.tJuly-�t�gttslp�,+y The Merrimack Valley Planning Commission (MVPC)provides technical assistance to the MVRTA on an as-needed basis. These activities have included: preparing requests for proposals(RFPs), evaluation and selection of vendors, preparing computerized transit-evaluation programs, and compiling and analyzing transit operating statistics. In addition, the MVPC, acting as the Metropolitan Planning Organization(MPO) for the lower Merrimack Valley, coordinates the transit planning component of the overall transportation planning program with the MVRTA. Detailed links: . .Downtown Lawrence Transit Map (103K JPEG) . Downtown Haverhill Transit Map (154K JPEG) . Schedule for Bus Route 01 Back to Transportation Pam On Home(MVPC Services I Industrial Sites I Life in the Valley Crossroads of New England Site Map I of 1 8/3/00 10:25 AM PEG image 682x727 pixels http://www.mvpc.org/lawbusjpg fir;� "a Awl :ans v' "" Si -�.,+' ERK c=..,. a c � i1,d� �. M m 111005 s�.;w., Y r4 ^.�"'� `s- f c �. s , N Boom a ..y7 s t J ISO SAN ,01 e a cs4% HIRE 10 - L 3 � 6� Y'i. 7,�� �'-• H yyig� .� Y �}'T 4F+ "��<'����y�,���5�� ig. 'K*a�UW ',x h m �v_^ 3131i1 az� � € L' z. +r�`�` -iiwin ''i . h '� ree 'A` WO - < 7 1111 Elm `t`3 f —41 ISM .zf NINA YKt`tiry. kagm�h+e, F^Ti C W IwC a a t©"` a. �� sC to mms Poll g� , b�' 5, 77777,35 C � d r v s iAy.�" y! C Y ue VP is RON c .dxN11 m �� 4 � 3 d a } � FYae ; a a :T z„ a ��e s . �'vol � ,A1 cg n. x y, r 1� w f Y y ..r *`�f>,,�o �. t. t ^ �,�u,i -�-w,,$ �'i tm ' a 1 ar{e♦ �.c 3 s a+ �`$ e r �. WSµ�- n a u ts� 3 3i s s d95 3 F WERE a FDLNY ' is ,srz'x y ,fa W '`x +3;r. ,,�. ''s. k � a t Y marl at flae Buckled .«.-,,—ams..a.,��.: �- of 1 8/3/00 10:29 AM JPEG image 469x726 pixels http://www.mvpc.org/havbus.jpg zo'm.�ny,,"'y a-u. k.t'a � .,t' ai ear s a, Ey' � . ,�'y -a'�''+ s ', atc.'a r �i �.^,�. `F,ir 'Cwa.'" ,h ..c�`l' 21"` AAIN"l- ° CO, HIM At- 0 N Al Ing— �#r �S �, 5'3'S' s°`f k AW , " 2 � '^ ;, �.e- tr ON ? �s s N r WNIA qn MIMI WIN, 'h N motets �.� � : aOs- 'g I F -� � x _- -era r �t � r x 1 2 N '+�. ry X$ & ` ' g. 0 z'n"rt.$`y y` b oiA ` _",O w t w E, t - Ohl 0 �'€- rNBI 1 t.`Y A t.A t h Y" N 3' $' RM 3 s a E � � R7, 5 zfctfrgRl- 31F" 6#1'1 t ur: €�a S "� 3 t y Y A t € � E ' � `�vtfiJl[J 11. E .t�t. t �r3$sr>. wt.t ;y 'at,� w 17, Zf t, v'.l � Al 0 ey f° S «'� ' ma &�«c '� � "� �'i+.`` +, .- z Mar '^i,2�'. v3& �f "7- 4 es Ira Eliit tl lT =s`' tz3 -�s 3`z fig` .;'`�' �+z 'rye,„« �•`` - J 3 `� rc`�`'-� _ ov 'A, I of 1 8/3/00 10:30 AM GENERAL BACKGROUND GROWTH Proposed Lawrence Airport Industrial Park North Andover,MA AVERAGE DAILY TRAFFIC verage nnua STA. CITY/TOWN ROUTE/STREET LOCATION 1996 1997 1998 1999 Growth 0502 NORTH ANDOVER RTE.114 NORTH OF ANDOVER BY-PASS 39,939 40,507 41,496 1 41,920 1.69% Job No. 3079 growth.xls 5/7/01 BACKGROUND DEVELOPMENT TRAFFIC-VOLUME NETWORKS ROUT CON�2C E p TOR a s5�����ryj N- sE• f �.�������.2a 1 96 } CO 125 `�� ✓' 1 Y 0 O ,12 R*OOD FAR F ✓" _y.,srJ/ ��a�'✓�'o�.(<..o,:gyp ri, � N 7 .:y 1 r Rp\\R o t , - +M 6 LUCENT TECHNOLOGIES HAVERHILL ry,r` ! N a HOLT ROM q � o \ Y NO Y �N �1 6-1 t w �e w c~i1 9PRKRR ,5, Endicott ° \ Plaza �, .,o o�'��°-per In 266 Out 80 Totol 346 43 p \ LAWRENCE 29 Z / MUNICIPAL AIRPORT 11�1 ti p0 t--10 GREAT POND p5� l ROAD 133 NORTH ANDOVER Not To Scale Vnrsse + �Iscrafes� irc Figure A-1 -Mmpc. Background Development Endicott Plaza Weekday Morning Peak Hour Traffic Volumes R:\3079\3079nt08.dwg 05/11/01 10:08:50 AM AM EDT Copyright ©2000 by VAL All Rights Reserved. r rs s fy `✓ ONNe TO N r� 125 ROOD S'L W �F �C LUCENT µ TECHNOLOGIES a HAVERHILL f �x HOLT ROAD S 10 Oa �l t25-a c~i1 OPRK�R ,y Endicott o� \ Plana In 185 Out 336 sji Total 521 173 , \ LAWRENCE I27 P MUNICIPAL rn AIRPORT ,10 t-4 GREAT POND .li ROAD d° p5� �� 133 10 NORTH �� 941 �� ANDOVER "o 0*4 a ■ Not To Scale ,Vair' rs�e,aSSf�Gfal#eS, n Figure A-2 s `' y, Background Development Endicott Plaza Weekday Evening Peak Hour Traffic Volumes R:\3079\3079nt09.dwg 05/11/01 10:10:00 AM AM EDT Copyright ©2000 by VAL All Rights Reserved. TRIP-GENERATION CALCULATIONS {�8lIS: E' &,'ASCItQSs %j} 10 New England Business Center Drive how Transportation Engineers&Planners Suite 314 Andover, MA 01810-1066 Calculations FFax'ce 978-688�6508 0 Job: Lo,)r'e-nc e A,r p---!- `r Z�C\us-�-r,o` PO.I L Job Number: W 'I cl Location: Date: HI I1 1O 1 Title: -7r\,:-L, r , �� '� r� �1� ���n...,. Sheet of Calculated by: rv-TT- Checked by: `, PC) 1 L '4 Cr\0,10 e. OOG bq t'o ,-:, h c7cr aar'cc.' t j 1,-l), LL) ee1A,1:, P2CJ Ai Fc� 1�I�1�a { 0, c;l. 5L'.A LSO J2_��,� �s� �1c�' r? ,a-r'• �e��c4c� � ���€ 4 t •r- �:?- Act 7-'rc, c _nL. r ru f i f CAPACITY ANALYSIS WORKSHEETS Route 125 at the Route 125 Connector Osgood Street at the Lucent Technologies Northern Employee Driveway Osgood Street at the Lucent Technologies Southern Employee Driveway Osgood Street at Holt Road Osgood Street at Barker Street and the Endicott Plaza Driveway Osgood Street at Great Pond Road Osgood Street(Route 125/Route 133) at Sutton Street Route 125 at the Route 125 Connector 3: Route 125 Conn. & Route 125 5/9/2001 2001 Existinu Weekday AM # - ` 4,\ I ' �^p��,.tr yr T'a a•F,c/qr .c�/ ix � �g ,, ...r r✓/ / % Y:a' yF C.�R'r/r/ G7LE tVTf.7 �./�i/..fir/ �/" ..' r�lr� k 1wv.✓:r .„ n',r.' 7YaDyee '�'/ r✓ xflr,rr s° l .l r r, Lane Configurations ' ` Ideal flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width 11 11 16 16 11 11 Total Lost time(s) '-0 4.0 4.0' Lane Util. Factor 0.97 0.97 0.95 Frt 1.p0 100 1D0 Flt Protected 0.95 0.95 1.00 Satd.Flow (pros) 3077, 3641' - 3421 Fit Permitted 0.95 0.95 1.00 Satd. Flow(perm) 3077 3641 3421 Volume (vph) 314 0 265 0 663 0 Peak=hour factor, PHF, 0.96 0.96 086' 0 86. 0.90 0:90, Adj. Flow (vph) 327 0 308 0 737 0 Lane.Group Flow(vph) 327 0 308 0 ' 737 0 Heavy Vehicles (%) 10% 0% 9% 0% 2% 0% Turn Type custom Protected Phases 4 5 6 Permitted Phases 5 Actuated Green, G (s) 12.6 11.5 19.4 Effective Green,,g (s) 14.6 13.5 21.4 Actuated g/C Ratio 0.24 0.22 0.35 Clearance Time,(s) _ 6.0 ,6.0 Vehicle Extension (s) 3.5 3.5 3.5 Lane Grp Cap (vph)!., 730: 799 1`.190 v/s Ratio Prot c0.11 c0.08 c0.22 v/s Ratio Perm v/c Ratio 0.45 0.39 0.62 Uniform Delay, d1 20:0 20.E 16.7 Progression Factor 1.00 1.00 1.00 .. ... Incremental belay, d2 0.5. 0.4 1:0 Delay(s) 20.5 20.8 17.7 Level of Service C B Approach Delay (s) 20.5 20.8 17.7 Approach L0S C C B r p fu yrr�s✓^"r,.+'d:,�e" h s rr"G cr/r✓7i' . m .3 c rya h i� rr yr rr lntrsectrrt>nm y. r ., HCM Avierag6 Control Delay 19A HCM Level of Service B HCM Volume to Capacity ratio 0.50 Actuated Cycle Lergth(s) 61.5 Sum of lost times)` 1 .0 Intersection Capacity Utilization 48.5% ICU Level of Service A c Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Route125connxa.sy6 Page 1 MT vanassando-ff51 3: Route 125 Conn. & Route 125 2001 Existing Weekday AM 5/9/2001 Movement EBL NBL SBT Lead/La Lead ��',�Lag Lead-Lag Optimize Yes Yes Recall Made ;None None Min Maximum Split(s) 36 46 31 Maximum Split{°l°J, 32°1° Minimum Split (s) 16 16 16 Yellow Tune 4 4 All-Red Time (s) 2 2 2 Minimum Initial(s); 10 10 10 Vehicle Extension (s) 3.5 3.5 3.5 Minimum Ga s 3 3. . 3;p': Time Before Reduce (s) 0 0 0 Tin%e�To,, Walk Time (s) Plash Dont Walk{s) fTl`�„f;�s eta}yf � a�� z;%✓ _ 'y" ,f�'-,s'r�'-� � i Syr ;a._,Sr�'+3ti,1,,t,����,`�. �,�M ��'w�n'��� ������"���''�c' 13%c 3���s�y�iy����������r''������"'zis,'h✓'w�u/��3�A�'�a�'��� ��.v�j Cycle Length 113 Control Type Actuated-Uncoordinated Nat I Cycle 00 Splits and Phases: 3: Route 125 Conn. & Route 125 o4 ®5 o6 Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Route125connxa.sy6 MT Page 2 vanassando-ff51 3: Route 125 Conn. & Route 125 5/9/2001 2001 Existinu Weekday PM Kppt x �!r ✓ �c ,r� r"u�^r 'Y„IYC.7 /;. - �r�ix/, '7 'f','!%�,f Y�°h�i ;ryf�iy % .h. ,f'/./r✓i1n/r,./.�y'"�.� Mzue}1ne„nt„ )wBL .F EBB NBL SBTB .. Lane Configurations tt Ideal Flow,(vphpl) 1900 : -1000 1900 1900 1900 1 J00 Lane Width 11 11 16 16 11 11 Total Lost time(s) 4'.0 4.0 ' 4.0 Lane Util. Factor 0.97 0.97 0.95 Frt 1.00 100 1.00 Flt Protected 0.95 0.95 1.00 Satd. Flow(prot) 3319 3853 3355 Flt Permitted 0.95 0.95 1.00 Satd.Flow(perm) 3319 3853 3355 Volume (vph) 727 0 888 0 250 0 Peak-hour factor, PHF 0.95 0 95, 0.92 0.92 0.88, 0.88 Adj. Flow (vph) 765 0 965 0 284 0 Lane Group Flow(vph) 765 0 965 -0 284 0 Heavy Vehicles (%) 2% 0% 3% 0% 4% 0% Turn Type custom Protected Phases 4 5 6 Permitted Phases 5 Actuated Green, G (s) 23.5 26.3 13.1 Effective Green,g (s) 25.5 28.3 15.1 Actuated g/C Ratio 0.32 0.35 0.19 Clearance Time (s) 6.0 6.0 6,0, .' Vehicle Extension (s) 3.5 3.5 3.5 7777-77 Lane<Grp Cep (vph)° �1046 � � 1348� 626 ; v/s Ratio Prot c0.23 c0.25 c0.08 u/s Ratio Perm v/c Ratio 0.73 0.72 0.45 Uniform Delay,d1 24.7 22.8 29.2 Progression Factor 1.00 1.00 1.00 Incremental Delay,d2 2.8 1.9 6-6 Delay(s) 27.4 24.7 29.9 Level of Service C C C Approach Delay (s) 27.4 24.7 29.9 Approach L08 C C C ('�"yy^�(y �y(�} y � �^'✓`�G`a�% /�ir''9'lrurl"v � r/°r�J i`S���i�,"'/ �'r�'`i✓ r 6�?�5� ..raj y, �r�3 ����'' l r � ;!7l'c331�'.,'4"��3������, .r ,a,r✓,���P 1�,,,_ ,r .,.. .,,,,. ,✓/��,'3.�r�r%r,.��'�, ..,�i>r��F2i�, �r,. a.,.r2'�rr„'��., ����� ik', �.."�.0 HCM'Average Control Delay:, 26.5:. HCM Lev efof Service C HCM Volume to Capacity ratio 0.66 Actuated Cycle Length (s) 80.9 Sum of lost time(s) 12:0 Intersection Capacity Utilization 67.7% ICU Level of Service B c Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Route125connxp.sy6 Page 1 MT vanassando-ff51 3: Route 125 Conn. & Route 125 2001 Existing Weekday PM 5/9/2001 �t hb �� A .. ,�s�a ,..,._, as Y/7,Y,?A�'./�'i✓YA,4�,�fr+rr'�6 ,m x.�i �' Yq^ ��ie� w Movement EBL NBL SBT Lie L'g; Lead La J: .. .. Lead-Lag Optimize Yes Yes Recall Mode done „None Min Maximum Split(s) 36 46 31 Max►rnuin'Spiit41°l0 Minimum Split(s) 16 16 16 Yellow Tirtic s 4 4 4; All-Red Time(s) 2 2 2 . Minimum,I04al Vehicle Extension (s) 3.5 3.5 3.5 ` Minim,urn-Ga s , Time Before Reduce (s) 0 0 0 Time To,Reduce s Walk Time (s) Flash-b On't�Walk(s) �. a,.. ,... � � s�YK � s "aii �' .p°•'r's „_rrrn �' Cycfe Length , . Control Type Actuated-Uncoordinated Or Natural Cycle Splits and Phases: 3: Route 125 Conn. & Route 125 e4 Lo5 m6 Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Route125connxp.sy6 MT vanassando-ff51 Page 2 3: Route 125 Conn. & Route 125 5/9/2001 2006 No-Build Weekda AM y n, i�� B 3; ql./�yi%y',�`l u�✓� ,. Ai7��5'lr�ii✓.� y ,i,G /✓,14'� ,i,%u ,y{o yy��{qEC7Bt-7p ,1Yk. OyeYllily ••, Lane Configurations ' " Ideal Flow(vphpl) 19D0 1900 1900 1900 19001'300 Lane Width 11 11 16 16 11 11 Total Lost time(s) 4.0 4.0 '0 Lane Util. Factor 0.97 0.97 0.95 Frt 1.00 100 1�00 Fit Protected 0.95 0.95 1.00 SAW. Flow(pros) ;` 3077 3641 3?l21 Fit Permitted 0.95 0.95 1.00 Satd.Flow()erm) 3077 3641 .321 Volume (vph) 347 0 325 0 778 0 Leak-hour factor,PHP 0. 00 0`90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 386 0 361 0 864 0 Lane Group Flow(vph) 386 0, .361 0 864 0 Heavy Vehicles (%) 10% 0% 9% 0% 2% 0% Turn Type custom Protected Phases 4 5 6 Permitted Phases Actuated Green, G (s) 14.3 12.5 25.2 Effec#ive Green>g (s) 16 3 14.5 27.2 Actuated g/C Ratio 0,23 0.21 0.39 Clearance Time,(s) 6.0 ... 6.0 6.0- Vehicle Extension (s) 3.5 3.5 3.5 Lane Grp Cep(vph) - 17 754 1329 v/s Ratio Prot c0.13 c0.10 c0.25 v/s Ratio Perm v/c Ratio 0.54 0.48 0.65 Uniform De ay,,d13:6 4.4 Progression Factor 1.00 1.00 1.00 Incremental-_Delay,d2 0.9 0.6 1.2 Delay (s) 24.4 25.0 18.7 Level of Service C Approach Delay (s) 24.4 25.0 18.7 Approach Lt3S r,s, qggf N aI'M. hly/ ''GiaiFrN � �?£,�./, ,?ef / ir'�1✓'i 'r^' IBM �� L�"�/' i / NE- 1nrsetto S ,rna, ,tip .�✓l/� ,n7��, G HOM Average.Cbn rot Delay i 21-.5 ': _HCM Level of Service HCM Volume to Capacity ratio 0.58 12.0' Actuated Cycle Length (s) 70.01� Sum of lost time(s) Intersection Capacity Utilization 55.2% ICU Level of Service A c 1.Critical Lane Group S:\Jobs\3079\Route125connna.sy6 Proposed Lawrence Airport Industrial Park Page 1 MT vanassando-ff51 3: Route 125 Conn. & Route 125 2006 No-Build Weekday AM 5/9/2001 Movement �,:. �,.A EBL NBL SBT Lead/Lag Lead Lag Lead Lag Optimize Re Yes Yes ' ell Bode None ";None � . Maximum S lit s `� P (") 36 46 31 Minimum g pfit{°raj 32°ln 41% Maximuii� 11 Split(s) 16 16 16 Yellow T ime (s) 4 4" 4 All-Red Time (s) 2 2 2 rin_ Mirrimu Ir►tral s " f )_ t0 - 10 "0 Vehicle Extensions) 3.5 3.5 3.5 Miniiium Ga s 3. : Time Before Reduce (s) 0 0 0 " Time To"Reduce s { ) Walk Time (s) Flash Dprtt Waik(s) tit eG Cycle Length MR 0:5 4 EM � � Control T e Actuated-Uncoordinated Yp Natural Cycle Splits and Phases: 3: Route 125 Conn. & Route 125 m5 m6 Proposed Lawrence Airport Industrial Park MT S:\Jobs\3079\Route125connna.sy6 vanassando-ff51 Page 2 3: Route 125 Conn. & Route 125 5/9/2001 2006 No-Build Weekda PM n Iwo DU -i1G; as _ .. _. Lane Configurations tt Ideal Flow(vphpl) 1900 1900 1900 1940 1900 19001 . Lane Width 11 11 16 16 11 11 Total,Lost-tirne(s)" 4.0 4.0 4'0 Lane Util. Factor 0.97 0.97 0.95 Frt 1.00 1 .00 1.00 , Flt Protected 0.95 0.95 1.00 Satd. Flow(plot) 3319. _ 3853� 3355.. Fit Per 0.95 0.95 1.00 Satd:Flow{perm) 3319 3853 3355 Volume v h 803 0 1084 0 296 0 Peak-hourfa #or,PNF 0.90 - ,o90 :0.90 0.90 0,90 Adj. Flow (vph) r. 892 0 1204 0 329 0 Lane Group Flow{V' 892 0' 1204 0 329 0 Heavy Vehicles (%) 2% 0% 3% 0% 4% 0% Turn Type custom Protected Phases 6 4 5 Permitted Phases Actuated Green, G (s) 28.4 34.6 15.0 Effective Green,g_(s) 30.4 36.6 17..0 . Actuated g/C Ratio 0.32 0.38 0.18 Clearance Time(s) 6.4 6.0 � 5 3. Vehicle Extension (s) 3.5 3.5 3.5 Lane;Grp Cap(vph} : 1t351 1�469 594, v/s Ratio Prot c0.27 c0.31 c0.10 vt Ratio;Perin 0.55 v/c Ratio 0.85 0 82 Uniform.Delay,d1 30.7 _ 26.7 36.0, Progression Factor 1.00 1.00 1.00 lncren,ental Del6y,!,d2. Delay (s) 37.3 30.5 37.3 Q Level-ofS�eivlce ; =- D Approach Delay(s) 37.3 305 37.3 Approach LOS D C Q ' jai o r ya SMIN NCM Average Control Delay 34:0 NCM Le�rel of Service C'. HCM Volume to Capacity ratio 0.78 1Z.0 Actuated Cyclo Length(s) :`96:0 Sum of lost time(s) C Intersection Capacity Utilization 78.9% ICU Level of Service c Critical Lane Group, S:\J obs\3079\Route125con nn p.sy6 Proposed Lawrence Airport Industrial Park Page 1 MT vanassando-ff51 3: Route 125 Conn. & Route 125 2006 No-Build Weekday PM 5/9/2001 Movement EBL NBL SBT Lead/Lag Leach". = Lag Lead-Lag Optimize Yes " Yes Recall fa, None None Mim Maximum Split(s) 36 46 31 MaxfmurriSpl►t(%} 32%, " 41 Minimum Split(s) 16 16 16 " Yeilow Time (s}: 4, 4 " II-Red Times 2 2 2 Minirnuin lnitiai_s Vehicle Extension . s 3.5 3.5 3.5 M" imurti Gap{s) 3: 3 Time Before Reduce (s) 0 0 0 Time"To Redd-66 (s) 0 0 Walk Time (s) r_ , (=lash Don#Walk(s , r�r yap � rtt ? e{.'#! r} i1li2rTlrI INS w� x �✓F r 0, y .. 11 WIN La.WE Cycle Length 113 � Control Type Actuated-Uncoordinated (natural Cycle 70 Splits and Phases: 3: Route 125 Conn. & Route 125 04 L'\ o5 ' 06 Proposed Lawrence Airport Industrial Park MT S:\Jobs\3079\Route125connnp.sy6 vanassando-ff51 Page 2 3: Route 125 Conn. & Route 125 2006 Build Weekday AM 5/9/2001 MAO&p ,/.,.,.�.f r tr /F; /� v�'r,,,:/�,��s? /1,.v^✓3, p_.. r p /v£,: T >.,,,';. "�/F�".",',, rrir��".�`�a'��Us"a'✓'/> > �ir,r����rr,&'�.s�/�g/�/''��./' S +i71��1t� .'% r�r�f'%����G3�jr// E7�if l�i?I � ��������� %��,�. � 'zx�� �i ��� ��� ?�����x��✓ � '.���i� �� Lane Configurations ' 'f`t Ideal Fiow(uphpl) 1900" 1900 1900 19001,11 19 1 1';1.900 Lane Width 11 11 16 16 11 11 Total Lost time(s) 40. 4.0 .0. :" Lane Util. Factor 0.97 0.97 0.95 Frt " 1.00" � 1,00'-�, 1,00_ Fit Protected 0.95 0.95 1.00 Satd. Flow(prot) 3077 5641 " M21 Fit Permitted 0.95 0.95 1.00 Satd. Flow(perms) 3077'" 364121 " Volume (vph) 347 0 350 0 801 0 Peak-hour factor, PNF 0,50 0.90: 0.90 0 90 iJ.06 Adj. Flow (vph) 386 0 389 0 890 0 Lane Croup Flow (vph) " " 386 0- 3�89 0� .890" 0" Heavy Vehicles (%) 10% o% 9% 0% 2% 0% Turn Type custom Protected Phases 4 5 6 Permitted"Phases" 5 . Actuated Green, G (s) 14.4 13.0 25.2 Effective Green,g(s) 16.4 15:0 27.2 Actuated g/C Ratio 0.23 0.21 0.39 Clearance Time(s) 6,0 6.0 6.0 Vehicle Extension (s) 3.5 3.5 3.5 Lane Grp Cap (vph) 7 5 .: �'. 774.. `. 1818, v/s Ratio Prot c0.13 c0.11 c0.26 v/s Ratio Perm v/c Ratio 0.54 0.50 0.68 Uniform Delay, d1 23.8 Progression Factor 1.00 1.00 1.00 o Incremental Delay;c2 0.9 0.6. . 1.4 Delay(s) 24.7 25.1 19.5 Level of Service C C , B Approach Delay(s) 24.7 25.1 19.5 Approach LOS C z-m �.., n b, ✓�%'`�r "'",f���'�r-c ', �,,6;✓"'� ...., .5y.�a���1� 41�t��,/�'� �� ✓' 'r �� � � r,k i�,r�' �����u���"..t11'� "�� rt`1'�,_, io,������^i�;"w';o���;fii���; � ;y� ✓6 „s'r'�,J,�^�e��i � :� HCM Average ControC Delay 22.U" H�1UI evel'of"Service :" " C " HCM Volume to Capacity ratio 0.59 Actuated Cycle Length (s)" '. 70.6 SUM of lI g "time(s' � � =12,0 Intersection Capacity Utilization 56.7% ICU Level of Service A c Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Route125connba.sy6 MT Page 1 vanassando-ff51 3: Route 125 Conn. & Route 125 2006 Build Weekday AM 5/9/2001 Movement EBL NBL SBT LeadlLag ;Lead Lag.,_; Lead-Lag Optimize Yes Yes a Recall Mode- None None.:. Min Maximum Split (s) 36 46 31 MatmumSplft{°la} 32°lam 41°la; 2700: Minimum Split(s) 16 16 16 All-Red Time (s) 2 2 2 mum Initial(s) Vehicle Extension (s) 3.5 3.5 3.5 v TVlin�rnuin Gap:ts) 3 3. Time Before Reduce (s) 0 0 0 Tlrne To Reduce;(s) 0 Walk Time (s) i=lash Pont'UV ilk(s), �t eG I Ct. ...VAM 3ary. n Cyc16 Length'' 113 Control Type Actuated-Uncoordinated Natural Cycle 5 Splits and Phases: 3: Route 125 Conn. & Route 125 o4 1 m5 4 m6' Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Route125connba.sy6 MT Page 2 vanassando-ff51 3: Route 125 Conn. & Route 125 2006 Build Weekday PM 5/9/2001 Move e nt % f fi s ✓l f f f i / rx a �� Lane Configurations tt Ideal Flow(vphpl) 1900 1900 1900 1000 1900 19oo Lane Width 11 11 16 16 11 11 Total Lost time(s) 40 4.0 4.0 Lane Util. Factor 0.97 0.97 0.95 Frt 1.0o 1.00 100 Flt Protected 0.95 0.95 1.00 Satd. Flow(prot) 3319 3853 3355 Flt Permitted 0.95 0.95 1.00 Said. Flow(perm) 3319 3853 3355. Volume (vph) 803 0 1197 0 302 0 Peak-hour factor, PHF': o.90 o.90 0.90 D.90. 0.910, 0.90 Adj. Flow (vph) 892 0 1330 0 336 0 Lane Group Flow(vph) 892 0 1330 '0: :'3-361, 0 Heavy Vehicles (%) 2% 0% 3% 0% 4% 0% Turn Type custom Protected Phases 4 5 6 Permitted Phases 5 Actuated Green, G (s) 29.0 38.0 15.3 Effective Green,g(s) 31.0 40.0 17.3. Actuated g/C Ratio 0.31 0.40 0.17 Clearance Time (s) 60 6.0 6.0. Vehicle Extension (s) 3.5 3.5 3.5 Lane Grp Cap',(vph) 1026 1537 579 v/s Ratio Prot c0.27 c0.35 c0.10 v/s Ratio Perm v/c Ratio 0.87 0.87 0.58 Uniform Delay,d1 32 7 27a7, 38.2 Progression Factor 1.00 1.00 1.00 Incremental Delay,d2 8.2 5.5 1.6 Delay(s) 40.9 33.2 39.7 Level of Service D C >'D Approach Delay(s) 40.9 33.2 39.7 Approach LOS D C D y,.,:,r` r, ;%' x,�M'Gi�%I it ��yr �� -�4 y,�''�..,�,�� �y,�.w �,v-�yy �i�✓�,Jx'//�";c"t✓.%� ,^'7h7i .�i�'".r✓'�`5si�`��x" �,�; .,_. [e�t�r� t�op Sur�►ma �� �� .<„ ���` ����.���!�.��,,, ,����. ,� ;'��.��%r, �� ���� p. HCM Average`Control Delay_ 36.7 HCM Level of Service D HCM Volume to Capacity ratio 0.81 Actuated Cycle Length (s) 100.3 Sum of lost time(s). 12.0 Intersection Capacity Utilization 82.7% ICU Level of Service D c Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Route125connbp.sy6 MT Page 1 vanassando-ff51 3: Route 125 Conn. & Route 125 2006 Build Weekday PM 5/9/2001 Movement EBL NBL SBT Lead/Lag„ Lead Lag Lead-Lag Optimize Yes Yes Reca!{fulocle None None MIn _,.. .. Maximum Split(s) 36 46 31 Maxlrrtum SpIIt(D/O) 32°IO 41,°ID . 27�10. .. ._..z,.._ .. .. , Minimum Split (s) 16 16 16 Yeltovli Tlme(s) = 4 4 4 All-Red Time (s) 2 2 2 Mlnlmiam In�tlai(s) 1,fl 1fl fl >. Vehicle Extension (s) 3.5 3.5 3.5 Minimum Time Before Reduce (s) 0 0 0 T�rrte T Reduce(s);", _ 0 =0 0 ..:.. Walk Time (s) ri e1,�ieGtICS„�1�1E71 � 14��'�:'��;;� VO ;in���1�T'll�,�w ��s,,w FIJ Ia���/ Cycle Length; 1,13 Control Type Actuated-Uncoordinated Na r,61:Cycle.. .. Splits and Phases: 3: Route 125 Conn. &Route 125 s ` m4 m5 06 Proposed Lawrence Airport Industrial Park S:Wobs\3079\Route125connbp.sy6 MT Page 2 vanassando-ff51 Osgood Street at the Lucent Technologies Northem Employee Driveway 1: Lucent Tech N. & Route 125 2001 Existing Weekday AM 5/8/2001 Ulouernent �- x13Etiv R ...SBA, BFi Lane Configurations '� +Tt t Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width 12 12 11 12 11 11 Total Lost time(s) 40 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 0.95 1.00 Frt 0.97 100 100 085 Flt Protected 0.96 0.99 1.00 1.00 Satd. Flow (prot) 3435 3404 3455 1561 Flt Permitted 0.96 0.63 1.00 1.00 Satd.Flow (perm) 3435 2179 3455 1561 Volume (vph) 15 4 76 284 1245 316 Peak-hour factor, PHF 0.79 0.79 0.95 0 95 0 90" 0.90 Adj. Flow (vph) 19 5 80 299 1383 351 Lane Group Flow (vph) 24 0 0 . 379, 1383 '351 Heavy Vehicles (%) 0% 0% 1% 6% 1% 0% Turn Type pm+pt_ Perm Protected Phases 4 5 2 6 Permitted Phases 2 6 Actuated Green, G (s) 2.3 77.7 77.7 77.7 Effective Green,g (s) 3.3 78.7 78.7 ' 7$.7 Actuated g/C Ratio 0.04 0.87 0.87 0.87 Clearance Time (s) 5.0 5A 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 126 - 1905 . 3021 �1365 v/s Ratio Prot c0.01 c0.40 vls Ratio Perm 0.117 - 0.22 v/c Ratio 0.19 0.20 0.46 0.26 Uniform Delay, d1 42.1 0.9 1.2 0.9 Progression Factor 1.00 0.64 1.00 1.00 Incremental Delay,d2 0.7 0.1 0.5 0.5 Delay(s) 42.8 0.6 1.7 1.4 Level of Service D ' A A A Approach Delay(s) 42.8 0.6 1.6 Approach LOS D A A ROM'Average Control Delay 1.9 HCM Level of Sere ice. A HCM Volume to Capacity ratio 0.45 Actuated Cycle Length (s) '90.0 Sum of lost time(s) 8.0 Intersection Capacity Utilization 62.2% ICU Level of Service B c ' Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Lucentxa.sy6 MT Page 1 vanassando-ff51 1: Lucent Tech N. & Route 125 2001 Existing Weekday AM 5/9/2001 Movement NBTL EBL NBL SBT Lead/fa9 = Lead tag Lead-Lag Optimize Yes Yes Recall''Mode Cobrd Ng1e None Coord , . Maximum Split(s) 63 27 12 '51 Maxtrriurn Split(°lo} `, 70°l0 3©°l° 13°l0 57°l° _'. .> Minimum Split (s) 21 21 9 21 Ye1�ow.Ttme s 4 4 4 4 ter , All-Red Time (s) 1 1 1 1 Mtn►rnurn lntttal(s) 4 4 4 _ o Vehicle Extension (s) " 3 3 3 3 Mt namum Time Before Reduce (s) 0 0 0 0 Ttm"e To Reduce"(s)" i0 0 0 " ¢ Walk T FlasFi""Dont Control Type Actuated-Coordinated " Natural:Cycle 60 Offset: 62 (69%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Splits and Phases: 1: Lucent Tech N. & Route 125 m2 0 05 m6 Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Lucentxa.sy6 MT Page 1 vanassando-ff51 1: Lucent Tech N. & Route 125 5/8/2001 2001 Existin Weekda PM Jv.. „ >r Lane Configurations )y ` tt Ideal Flow(vphpl} 1940 1900 1900 190Q 1900 1900 Lane Width 12 12 11 12 11 4.0 .. 4.0 4.0 4.0 Total Lost time(s), 0.95 0.95 1.00 Lane Util. Factor 0.97 096 1.00 1.00 `. 0.85 Frt . 1.00 1.00 1.00 Fit Protected 0.96 Satd. Flow (prat) 3415 3574 3421 1561 Fit Permitted 0.96 0.95 1.00 1.00 Satd. Fiow(perm-): 3415 3412 3421 1561 Volume (vph) 237 84 2 1226 365 5 Peak-hourfactor;eIH 0.85. 0.85. 0.89 0.89 0:$5 ,`0.85 Adj. Flow (vph) 27'll9 99 2 1378 429 6 Lane Group Flow(vph), 378 0 0 1380 429 6 0% 0% 0% 1% 2% 0% Heavy Vehicles (%) Perm Turn Type pm+pt 4 5 2 6 Protected Phases 2 6 Permitted Phases 69.0 69.0 69.0 Actuated Green, G (s) 11.0 70.0, 70.0 70-0 Effective Green;g(s), 120 0.78 0.78 0.78 Actuated g/C Ratio 0.13 5 0 5.0 5.0 Clearance Time'(s) 50 3.0 3.0 3.0 Vehicle Extension (s) 3.0 2654 2661 1214 Lane Orp Cap(vph).. , 4 5 ✓ Co. 1 0.13 v/s Ratio Prot c©40 0 00.' v/s Ratio Perrri 0.52 0.16 0.00 v/c Ratio 0.83 .5 38.0 .7 ,2.2 uniform Delay,d1 _ 1.00 1.00 1.00 Progression Factor 1.00 lncrementa[Delay,d2 .1212 50.2 3.9 2.7 2.2 Delay (s) D A A A Level Of Servjce 3.9 2,7 Approach Delay(s) 50.2 A A Approach LOS DNO ' ljSrIalll3tYCdl �i ✓ r r'' B HCM Level of Service, HGM'Average Coriiiot Delay 0.57 HCM Volume to Capacity ratio 8.0 Actuated Cycle:Lei�gtii(s): . = 90.0 Suin of 0 1, time{s) A Intersection Capacity Utilization 56.5% ICU Level of Service C. Critical Lane Group S:\Jobs\3079\Lucentxp.sy6 Proposed Lawrence Airport Industrial Park Page 1 MT vanassando-ff51 1: Lucent Tech N. & Route 125 2001 Existin Weekda PM 5/9/2001 F Pltas � Movement NBTL _., .. , « �,��; , r EBL NBL SBT I_eadlLag Lead Lead-La 9 Optimize Yes Yes Recall Mode Coorci Node None Coarcl Maximum Split(s) 36 54 11 25 Maximum 5p11f 60°la 121Q 28°la Minimum Split(s) 21 21.. . Yellow Times 9 21 Alf Red Time (s) 1 Mrnmum Initial s Vehicle Extension (s) 3 3' 3 3 Min muff ap(S)( 3 Time Before Reduce (s) 0 0 0 0 Time"To Reduce s Walk Time (s) Flash.Dont iNalk;(s) 1 S'Ctt>3�rt Cycle Lerigth Control Type A 90: ctuated Coordinated Nafural Cycle Offset:31 (34%), Referenced to phase 2.NBTL and 6:SBT, Start of G T reen - r Splits and Phases: 1: Lucent Tech N. & Route 125 02 04 l; 05 06 Proposed Lawrence Airport Industrial Park MT S:\Jobs\3079\Lucentxp.sy6 vanassando-ff51 Pagel 1: Lucent Tech N. & Route 125 5/9/2001 2006 No-Build Weekday AM .w y, ,7a..:r->�%! ���aa. �'yi'r"w p'�' lUl�s�e�tent ��-t �'��� ,r�;,,��8 ��i ��, ,,. Lane Configurations )Y 01 . t Ideal:Ftow(vphplj 1900` 1900;: 1900 1900 - 1900 1900 Lane Width 12 12 11 12 11 11 Total Lost time{sj 4.0 4.0; 4 0 4•fl Lane Util. Factor 0.97 0.95 0.95815, 1.00 00 It Protected 0.96 0.99 1.00 1.00 Satd:Flcw(prot)' 345; 3404 34551561 Fit Permitted 0.96 0.62 1.00 1.00 Satd:.Flaw(perm) 3455 21,19 3455 1561 Volume (vph) 15 4 76 354 1517 316 Peak-dourfactor PHF 0:79 0:79 0.95 0.95 Adj. Flow (vph)a 19 5 80 373 1686 351 Lane Group Flow(vph) 24 0 0 453; 1686. Heavy Vehicles (%) 0% 0% 1%° 6% 1% 0% 'urn Tyjae pm+p Perm Protected Phases 4 5 2 6 Permitted Phases 2 - fl Actuated Green, G (s) 2.3 77.7 77,7 77.7 effective Green,g (sj: 3.3 7$':7 78:7 78.7 87 0.87 0.87 Actuated g/C Ratio 0.04 0._ . Clearance.Tirrie 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 Lane G;"IP12 r 18 3 9021 v/s Ratio Prot c0.01 c0.49 v/s Ratio Perin 0.24 21 0 22 0.26 v/c Ratio 0.19 0.56 4 0.72 1.00 10 9 llnifarm Delay,d1 142 1 09 Progression Factor 1.00 .00 Increment Delay;c!2 Oil Delay(s) 42.8 0.7 2.1 1.4 A,= A Levsl;of Service Approach Delay(s) 42.8 0.7 2.0 Arproacn Lt3S p A ppr x Sri# s n �s" 0%01 .y VCM Average Cntrol.,Delay 2 2 . hlCM Level of Service A HCM Volume to Capacity ratio 0.54 90 O Sum of lost;t�me{s) 8 0 ACCuated Cycle.Length (s), ICU Level of Service C Intersection Ca acit Utilization 72 6/° p .. .Y.. ._ ....._ . c Critical Lane Group S:\Jobs\3079\Lucentn a.sy6 Proposed Lawrence Airport Industrial Park Page 1 MT vanassando-ff51 1: Lucent Tech N. & Route 125 2006 No-Build Weekday AM 5/9/2001 . ..._._ M 101 . Movement NBTL EBL NBL SBT NEWINi L;ead/Lag„ Lead Lag Lead-Lag Optimize Yes Yes Recall bode Coord None None Coortl Mawmum Split(s) 63 27 12 51 Nlaxrrrfui Sti# P } 70°l0; 30°/0 13% 57°Tfl r Minimum Split(s) 21 21 9 21 1!ellow Time(s)' 4 '-4 All Red Time (s) . 1 1 1 1 Minimum`)nitial(s} '4 ~4 4 Vehicle Extension (s) 3 3 3 -. - :3 , Mrtamurri`Ga-,,,$ Time Before Reduces 0 0 0 0 lime.To Reduces ) Walk Time(s) - k sh Dont Walk:(s) 11,1111111 Cycle.Length; - 90 . Control Type Actuated-Coordinated Natural Cycle �0 Offset: 62 (69%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Splits and Phases: 1: Lucent Tech N. & Route 125 m2 04 m5 ,06 Proposed Lawrence Airport Industrial Park MT S:\Jobs\3079\Lucentna.sy6 vanassando-ff51 Page 1 1: Lucent Tech N. & Route 125 5/9/2001 2006 No-Build Weekday PM - ` t A„< tom' hr���r �.�. ,, i r'✓r r L!{y62rJ' C't ram'�t Y 1�1 f �Fl ��r '� y" ': % /f R, N �?A�,\{e��!i.5f�i`/'%�kF,/ia7./,%�.,'���y�,f��.l'',L.�i,`,„�H��i�St,;�L��i��Tar�,. '„.'.,, Lane Configurations Ideal (vplipl}. 1900? ,19Q0 190r7 190Q 190Q` �1900: Lane Width 12 12 11 12 11 11 4.0 Lane Uti Total Lost time{s). L I. Factor 0.97 0.95 0.95 1.00 Fit. 0.96= 1 0.0 =;1.00, Flt Protected 0.96 1.00 1.00 1.00 Said. Flow(prot� 3415 3574. -3421. 1561,: Flt Permitted 0.96 0.95 1.00 1.00 Satd:Flow-, (perm} 34a5 341.2 3421 Volume(vph) 237 84 2 1510 477 5 Peak-hour factor; PHF :; 0.85 , D:80 0:$� 0;89 085 . 0.85 = Adj. Flow(vph) „ 279 99 2 1697 561 6 (ane Group Flova(vph), 378 i 0 0 s-�699. 561 ; Heavy Vehicles (%) 0% 0% 0%° 1% 2% 0% pmfpt Turn Type Perm ; Protected Phases 4 5 2 6 Permitted Phan Actuated Green,G (s) 11.6 69.0 69 0 69.0 ffective Green;g(s) 12,0 700 70s0 7D.0 Actuated g/C Ratio 0.13 0.78 0.78 0.78 IearanceTime(sj 01 Vehicle Extension (s) 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 455 2654 v/s Ratio Prot c0.11 0.16 u/s Ratio Perm`_ c0�.a0 v/c Ratio 0.83 0.64 0.21 0.00 uniform Delay; _r. .44 7 ?2 Progression Factor 1.00 1.00 1.00 1.00 )ncrementai e'*a d2- 4 2 0 Delay (s) 50.2 5.0 2 8 2.2 Level o#.Service A A A A Approach Delay (s) 50.2 5.0 2.8 Approach LOS A A HCMAverage ConfroI Delay 11 0, HCM Level of Se-fvIc B HCM Volume to Capacity ratio 0.67 Y g, 9,0 t7 Sum,of[ost 1irn�{s) 3 0 Actuated Cycle Lenth,{s}= ICU Level of Service B Intersection Capacit Utilization 65.5% c Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Lucentnp.sy6 1 MT vanassando-ff51 1: Lucent Tech N. & Route 125 2006 No-Build Weekda PM 5/9/2001 H����5�� �:5� rr s �r a}�rt r s ��..�,�ME�� ✓ Movement NBTL EBL NBL SBT LeadiLag Lead Lag.. . Lead-Lag Optimize Yes Yes Recall:Mode Ceord None Node Coo'd Maximu P ,� ) S lit s 36 54 11 25 m Maxlmui Spilt(°1°} 40%,. 60o�n, 12°l 28?ln Minimum Split (s) 21.. .. 21 9 2 . Yetlavu.Time (s}= 4 All Red Time (s) 1 (Vlgmdirn,nitia[,fs) 4 Vehicle Extension (s) 3 Time Before Reduces 0 0 0 0 Tune Ta Reduce(s) 0 0 0 Walk Time (s) "F)dsh,Dont Watk°_(s) I& M NONE :. Sh WIN=10 Cycle Letlgth ' 77 9110 IN W. Control Type Actuated Coordinated Co 60; Offset: 31 (34%),Referenced to phase 2.NBTL and 6:SBT, Start of Green Splits and Phases: 1: Lucent Tech N. & Route 125 1 m2 m¢ 65 .P Proposed Lawrence Airport Industrial Park MT S:\Jobs\3079\Lucentnp.sy6 vanassando-ff51 Page 1 1: Lucent Tech N. & Route 125 5/9/2001 2006 Build Weekday AM . ` ,► t r ✓ :. ,/ l // .. ^'� [sp NOW y'/ �/" �,t" B✓ 4r'/�� ��*JW��FJ,��/�,Ya'f��f x/ 1lliovement iG ar/"' /M � $ Lane Configurations *Tt tt Ideal Flow(vphpl) 1900 1"900 1900; 1900" 1900 Lane Width 12 12 11 12 11 11 total Lost time(s) " 4.0 -- 4.0 4.0 =4.0 Lane Util. Factor 0.97 0.95 0.95 1.00 Frt 0.97 1.00 1.00 0.85 Fit Protected 0.96 0.99 1.00 1.00 Satd.Flow(prof)- 3435 3404 3455 :1561 Fit Permitted 0.96 0.61 1.00 1.00 Satd.Flow"(perm) 3435r = 20J1 3455"`.156_i Volume (vph) 15 4 76 384 1654 316 (Peak-hour factor, PH 0.79 - D;79 „ -0:95 0.95 0.90 11 Adj. Flow (vph) 19 5 80 404 1838 351 Lane Group Flow.(vph) 24 0 0 484: 1838 351, Heavy Vehicles (%) 0% 0% 1% 6% 1% 0% Turn Type pm+pt ; Perm Protected Phases 4 5 2 6 Permitted Phases Actuated Green, G (s) 2.3 77.7 77.7 77.7 Effective Green,g(s) 3.3 78.7 . 78=7 7$:7 Actuated g/C Ratio 0.04 0.87 0.87 0.87 Clearance Time (s) 5.0 5.09 0 5.0. 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 1828 301 13 Lane Gip Cap(vph) 55, ;>. . v/s Ratio Prot c0.01 c0.53 t 0,23 vls Ratio Perm- 9 0.26 0.61 0.26 v/c Ratio 0.1 Uniform Delay,d1 42,1 0.9 Progression Factor 1.00 0.78 1.00 1.00 Incremental Delay, d2' 0.7 ` Q.1 0, 0 5 Delay(s) 42.8 0.8 2.4 1.4 Level of Service 0 A` A" A > Approach Delay(s) 42.8 0.8 2.3 Approach L©S A A lnt >yseptc�rtrmrria ' �" 4r MEN HCM Average,Control"Delay 2 _ HAM Level of Service A HCM Volume to Capacity ratio 0.59 8. Actuated Cycle Length (s) 90.0 ; Suix�of lost times C Intersection Capacity Utilization 77.6% ICU Level of Service c Critical Lane Group S:W obs\3079\Lucentba.sy6 Proposed Lawrence Airport Industrial Park Page 1 MT vanassando-ff51 1: Lucent Tech N. & Route 125 2006 Build Weekday AM 5/9/2001 4 � . , a �� _.� ��. ��� . �� . . �.�;, Movement NBTL EBL NBL SBT �ead11_ag Lead Lag Optimize Yes Yes Recall Mode Gaoid On . IUortie Coard Maximum Split(s) 63 27 12 51 IVax�mum srE far° o°ro ... o°o �3°ia i 5z�a Minimum Split(s) 21 21 9 21 Yellow Time (s) 4 4 All Red Time s(.). . . 1 1 1 1 Minimum lnjfial Vehicle Extension (s) 3 3 3 3 IVlnamum Ga s _ 3:' a Time Before Reduce (s) 0 0 0 0 Time To Reduce 0 1N alk Time (s) . Ffasft Doit Watk;(s), , Control T e Actuated-Coordinated " " Natural Cyc[e o ' Offset: 62 (69%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Splits and Phases: 1: Lucent Tech N. & Route 125 m2 .•�` o P 05 06 Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Lucentba.sy6 MT vanassando-ff51 Pagel 1: Lucent Tech N. & Route 125 5/9/2001 2006 Build Weekda PM '\ t Lane Configurations ` Ideal Flow(vphpl) 1�00 1900 1 J00 1900 190tt :.19D0 Lane Width 12 12 11 12 11 11 Total Lost time(sj Lane Util. Factor 0.97 0.95 0.95 1.00 Frt 0.96 1.60 1.00,. 0.85, Fit Protected 0.96 1.00 1.00 1.00 Satd.Flow(prot), �3415' 3W : 3421: 1561 Fit Permitted 0.96 0.95 1.00 1.00 Satd.Flow(perm) 3415 3412 3421, .. 1561, Volume (vph) 237 84 2 1646 513 5 Peak-hourfactor,PHF 0.$5 0.85 0:89 0.89 0.85 0.85 Adj. Flow (vph) 279 99 2 1849 604 6 Lane Group Flow(yph),;� ;378 : fl ' , 0 185'i = 604 . Heavy Vehicles (%) 0% 0% 0%° 1% 2% 0% Turn Type . pm+pt Perm Protected Phases 4 5 2 6 Permitted Phases 2 6, Actuated Green, G (s) 11.0 69.0 69.0 69.0 �ffective.Green,g (s) 12.0 70r0 7(}0 70_fl Actuated g/C Ratio 0.13 0.78 0.78 0.78 Clearance Time(s) 5.0, 5,0. 5.0. 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 Lane Grp'Cap(uph) L55 2654 :2661. 1214 v/s Ratio Prot c0.11 0.18 V/s Ratio Perm 0.�00 v/c Ratio 0.83 0.70 0.23 0.00 Jniform Delay :d138:Q; 49, 7 .E Progression Factor 1.00 1.00 1.00 1.00 �in'crerr�entaI Delay,& 12 2 . 0.8 0.2 0.0 Delay(s) 50.2 5.7 2.9 2.2 Level of Service- A Approach Delay(s) 50.2 5.7 2.9 Approach LOS A A x � f ester,salt u r . . HC1V1 Average Control Delay: 11.fl HCM Level of Service' B HCM Volume to Capacity ratio 0,72 „ 8:0 Actuated Cycle Length (s) 90.0 Sum of lost'time(s) Intersection Capacity Utilization 69.8% ICU Level of Service B c Critical Lane Group, S:\Jobs\3079\Lucentbp.sy6 Proposed Lawrence Airport Industrial Park Page 1 MT vanassando-ff51 1: Lucent Tech N. & Route 125 2006 Build Weekday PM 5/9/2001 Movement NBTL EBL NBL SBT Lead/Lag Lead >rag Lead Lag Optimize Yes Yes Recal(:IUlode ;;` Caord` Nonei None Coord Maximum Split s 36 p ) 54 11' 2 . NIaXlmum Spilt;{%) 40°�c° 60%` ..12°l0 2$%q Minimum _ Split s P O 21 21 9 21 Yellow Time All Red Time (s) M n►mui_n initial(s) 4 4 4 4 Vehicle Extension (s) 3 3 3 3 Mnimurri,Gap(s} 3 Time Before Reduce (s) 0 0 0 0 firrre To.Reduce(s)" 0 0 0 0 Walk Time (s) Iasti Don#UIlalk(s) Cycle Leni!gtt� 90' 09 2 pe Actuated Coordinated - Offset:a ycle 60 on ro 34% Referenced to base( ) p 2:NBTL and 6:SBT, Start of Green Splits and Phases: 1: Lucent Tech N. & Route 125 m2 A. m5 m6 Proposed Lawrence Airport Industrial Park S:\.Jobs\3079\Lucentbp.sy6 MT vanassando-ff51 Pagel Osgood Street at the Lucent Technologies Southern Employee Driveway 2: Lucent Tech S. & Route 125 2001 Existing Weekday AM 5/8/2001 ,- f l C �/�7 � p w,y�p��"" ,y' rC Y � pp��✓.?�;✓ Fi"a'TC '`v�. �Cf�s'' l" "C �� ��y# 1" �R fC '1 sC'/E�kf'v�� G7��C IY$L� ylaG^?T,r�y�,7��1 �L?flt9�` rr��ys.r.:��✓�,;{r'�i����"'/�ai�r���Nt���i,�`r'�r� „ Lane Configurations 0 tt_ r Ideal Flow.(vphpi),, 1900 1900 .1000 .'1900 " 1900 19ob" Lane Width 12 12 12 11 12 12 Total Lost time(s) 4.0 4.fl 4.0 4.0,; Lane Utii. Factor 1.00 1.00 0,95 0.95 1.00 Frt 100 .0.,85 1`.00 1..00 0:85 Fit Protected 0.95 1.00 0.99 1.00 1.00 Satd. Flow(prot) 1805 "1615 3322 3539;. 61111517 Fit Permitted 0.95 1.00 0.61 1.00 1.00 Satd: Flow(perm) 1$05. ,1615: 2061 3539. 1615 Volume (vph) 65 9 107 313 965 257 aorHF06923 tl 09a r 0 Adj. Fow vph) 640 286 Lane Croup Flow(vph) i67 23 04,66 1;072 280 , Heavy Vehicles (%) 0% 0% 0% 5% 2% 0% Turn Type . 1rot"p►Y+Pt;. Perm Protected Phases 4 4 5 2 6 Permitted Phases _ : _ 2:, . Actuated Green, G (s) 12.7 12.7 67.3 67.3 67.3 Effective Green,g (s) 13:7 13.7 . 68.3 68:3. 68.3 Actuated g/C Ratio 0.15 0.15 0.76 0.76 0.76 Clearance Time(s) 5.0 �5.0 5.0 5.0 .6.0- Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Lane',Grp Cap (vph)` 275: 246 1`5642686 1226 v/s Ratio Prot c0.09 0.01 c0.30 vls Ratio Perm 0 22; 0:18 v/c Ratio 0.61 0.09 0.29 0.40 0.23 Uniform Delay,d1 = 35 .:. 32.8 3t 3.8 "3:2 , Progression Factor 1.00 1.00 1.00 0.77 0.53 incremental Del'ay,d2 0.4 Delay(s) 39.4 33.0 3.5 3.3 2.1 Level of Service ,D G A A A Approach Delay(s) 38.6 1.5 3.0 Apprgach LflS D .A,�.' A E l@ S L'1311�il tTlr "d, �TIMO _ i s i MEMO HCMAverage Cori#rot Delay; 6.5 " ' HCM. 'eve, Service: A HCM Volume to Capacity ratio 0.43 Actuated Cycle Lenth (s} " 90,fl- Sum of Lost tame(s)- '.8.0 Intersection Capacity Utilization 61.7% ICU Level of Service B c Critical Lane Group , Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Lucentxa.sy6 MT Page 2 vanassando-ff51 2: Lucent Tech S. & Route 125 2001 Existing Weekday AM 5/9/2001 -,t 4 Movement NBTL EBL NBL SBT L ead/Lag, Lead Lag Lead-Lag Optimize Yes Yes Recall Mode Cooed None None word Maximum Split(s) 58 32 18 40 a 1VlaximPolSplit{°lo} 64°l0 36°l0 20°l0 44°l0 ". Minimum Split(s) 21 21 9 21 Yellow"Time"(s} 4 All-Red Time (s) M►nimcrx� rirtial{s) ;�: 4 Vehicle Extension (s) 3 3 3 3 Mln�rnum Time Before Reduce (s) 0 0 0 0 Tie Tp Reduce(s), .r) m 0 Walk Time (s) HashDont UValk`{s) Cycle Cengt 90 Control Type Actuated-Coordinated Natural Cycle. � _� �� ;: :; " Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBT, Start of Green,"Master Intersection " Splits and Phases: 2: Lucent Tech S. & Route 125 T m2 ,04 =� o _ m6 Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Lucentxa.sy6 MT Page 3 vanassando-ff51 2: Lucent Tech S. & Route 125 2001 Existing Weekday PM 5/8/2001 Moyetnent,y ,, 'r 7' FE3L I BB11 %N(3L ,,,,t BT 'SBA ,.SF F#. .. ,., r ✓r {. , c r. Lane Configurations +Tt tt Ideal Flow(vphpl)" 1000 1900 1900 1900, , 1900 1900 Lane Width 12 12 12 11 12 12 Total Lost time(0) 4.0: 4,0 4.,0_:: 4.0 4.0. Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 Frt 100 085 1,00 1.00. 0.85 Flt Protected 0.95 1.00 1.00 1.00 1.00 Satd. Flow(prot) 1805 1615 3420 3539 161�5, Flt Permitted 0.95 1.00 0.94 1.00 1.00 Satd. Flow(perm) 1805 1615� 3232` 3539: . 1 615 Volume (vph) 179 88 15 1010 466 5 Peak-hour,factor,PHF 0.64 0 64 0.86 0.85 0.89 0.89 Adj. Flow (vph) 280 138 18 1188 524 6 Lane Group Flow(vph) 280 138 0 1206 524 6 Heavy Vehicles (%) 0% 0% 0% 2% 2% 0% Turn Type ', Prot pm+pt Perm Protected Phases 4 4 5 2 6 Permtted Pli'ases .2° 6 Actuated Green, G (s) 17.1 17.1 64.9 64.9 64.9 Effective Green,g(s) 18.1 18.1 65.9 65.9 65.9 Actuated g/C Ratio 0.20 0.20 0.72 0.72 0.72 Clearance Time (s) 5.0 5.0 5.0 1 :5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph)'. 355 318 2315_ 2535 1157 v/s Ratio Prot c0.16 0.09 0.15 v/s Ratio Perm c0.37 0.00 v/c Ratio 0.79 0.43 0.52 0.21 0.01 Uniform Delay,d.1 35,1 32:5 5.9 4.3 3,7 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental'Delay,d2 1,1.1 1.0 0.2 0.2 0.6 Delay (s) 46.2 33.4 6.1 4.5 3.7 Level of Service D . C A A A Approach Delay(s) 42.0 6.1 4.5 Approach LOS D A A lrtfiersctlrutrriary> HCM Average Contrd Delay 1217 HCM Level of Service ;B , HCM Volume to Capacity ratio 0.58 Actuated Cycle Length (s) 92.0 Sum of lost time(s) ', � � 8.0 ; Intersection Capacity Utilization 60.7% ICU Level of Service B c Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Lucentxp.sy6 MT Page 2 vanassando-ff51 2: Lucent Tech S. & Route 125 2001 Existing Weekday PM 5/9/2001 "t ` "* Movement NBTL EBL NBL SBT Lead/Lag Lead Lag Lead-Lag Optimize Yes Yes _ Recail;tVtode ..` Cooed None None Cooed Maximum Split (s) 36 54 17 19 1Vlax�mum S I�#`°fd 40°Q 60°la i9°1Q 21°lam „ , ...„ Minimum Split (s) 21 21 9 21 Yellow Time(s} 4 4 u All-Red Time (s) 1 1 1 1 fVl"urn lnitiaf s 4 4 4 4 Vehicle Extension (s) 3 3 3 3 Minimum Gap{s} 3 3 3 .. -: Time Before Reduce(s) 0 0 0 0 T me:Tez Reduces Walk Time (s) FlasFr:Dont Walk($ . ys yc[o Length Control T atur ype Actuated-Coordinated " " Nal C cle 55 Offset:0 (0%), Referenced to phase2:NBTLand 6:SBT, Start of Green, Master Intersection Splits and Phases: 2: Lucent Tech S. & Route 125 1 . o2 04 o5 06 Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Lucentxp.sy6 MT Pagel vanassando-ff51 2: Lucent Tech S. & Route 125 2006 No-Build Weekday AM ♦ 5/9/2001 I �,� r � far o°�/q"�� � �1 �� / / �� / ��//� �.2'✓��*a .,/k �n E � B,, B PlB� �SBT�" SBI� � �5% ✓ ���/ �x;,.,. Lane Configurations 4t tt r Ideal Flow(vphpl) 1900 ;1900' 1900 1900 1900.�,1960 Lane Width 12 12 12 11 12 12 Total host time(s) A.O. A0- 4.0 4.0 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 Frt L00 .,0 85 1`.00, 1.00 0.85 _ Fit Protected 0.95 1.00 0.99 1.00 1.00 Satd.Flow(protp 1805 ".1615 3322, 3539 1,615 Fit Permitted 0.95 1.00 0.58 1.00 1.00 $atd.;Flow,(perm) 1805.:,,1618 , 1957 z 8539 1615 Volume(vph) 65 9 107 386 1207 257 Peak-hour factor,PHF ; 339 039 0.92 0.92 : 0.90 0.90 Adj. Flow(vph) 167 23 116 420 1341 286 t-arie Group Flow(vph) 16723 0 -536 1341 =286 Heavy Vehicles (%) 0% 0% 0% 5% 2% 0% Turn Type Prat pm+pt Perm, Protected Phases 4 4 5 2 6 Permitted'Phases. 2 6 Actuated Green, G (s) 12.7 12.7 67.3 67.3 67.3 Effective Green,g.(s) 1117 13.7 68.3 68.3 68.3 Actuated g/C Ratio 0.15 0.15 0.76 0.76 0.76 Clearance Time (s 5.0 5:0 5,0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 275 246 1485 2686 226 v/s Ratio Prot c0.09 0.01 c0.38 vls Ratio,Perm 0.27 '0.18 v/c Ratio 0.61 0.09 0.36 0.50 0.23 Uniform Delay;d1, 35., 32.8 3.6 4.2 12 Progression Factor 1.00 1.00 1.00 0.74 0.62 Incremental Delay,d2 .2 . 0.2 ' 0.6 0.4 Delay(s) 39.4 33.0 3.8 3.7 2.4 Level'of Service D C, A A A. Approach Delay (s) 38.6 3.8 1 3.5 Approach LOs D A A �� ,.,fG /r y�� ` x;x �naue�r'y�, ✓�.. '6��', H,CMAy"erag e Gont(ol Delay : 6.4�. HCM Level'of Service HCM Volume to Capacity ratio 0.52 ActuateG d yle Length(s), 90.0 Sum of lost time(s) 8.0 In Capacity Utilization 71.3% ICU Level of Service C c Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Lucentna.sy6 MT Page 1 vanassando-ff51 2: Lucent Tech S. & Route 125 2006 No-Build Weekday AM 5/9/2001 al Movement NBTL EBL NBL SBT Lead/Lag - Lead Lag...:. Lead-Lag Optimize Yes " Yes Recap Mode Caord None None Co©rd s Maximum Split(s) 58 32 18 40 fVlax�mun Split,.:{°ln� ,' ,64°In �!5°I° 20°I° 4�°la Minimum Split(s) 21 21 9 21 All-Red Time (s) 1 1 1 1 Mm►murn lnitiaf{s) 4 4 4 4 „; Vehicle Extension (s) 3 3 3 3 1VI�n�murn Ga s 3 3 Time Before Reduce (s) 0 0 0 0 Time Fo Reduce (s) 0 Walk Time (s) Flash Dons--Walk(s} Cycle Length 90 Control Type Actuated-Co.r..._ _.:. ordinated" Natural Cycle. : :" 60 Offset: 0 (0%), Referenced to phase 2:NBTL�and 6:SBT, Start of Green, Maste 11 r Intersection Splits and Phases: 2: Lucent Tech S. & Route 125 o2 - 04 1 05 06 Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Lucentna.sy6 MT Page 3 vanassando-ff51 2: Lucent Tech S. & Route 125 2006 No-Build Weekday PM 5/9/2001 _<.✓ar �r Pr �r7s" �' �,"^ R �sG'a'" rj i� .; /:,�-✓'��"' ,�'j ,✓' � 3"/ ,7Fx�f'.,ly�"�t f7„ly'c/.. T-�,��,v,�'��°,y�� y���i���f��„'r�!,.���_ w,�,�x��L�✓�;�. Lane Configurations Ideal low,(vphpl)�„ 1 990. 1900;. 1900 1900" 19D0 1900 Lane Width 12 12 12 11 12 12 Total Los#time(s). :. 4.0 ?).{3 4.0 !4.0 4.6 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 Frt 1.00 ' °0 85:, :. ; T.00 1.0Q 0.85. Flt Protected 0.95 1.00 1.00 1.00 1.00 Satd.flow(prot) 1805 1615 _3420 - 3539� 1615 Flt Permitted 0.95 1.00 0.94 1.00 1.00 Satd: 1615" Volume(vph), 179 88 15 1271 589 5 Peak-hour ,fiactor,t? `'0 64.14'. 0 64 =085: . ;0 85 0.89 , O.83. Adj. Flow(vph) 280 138 18 1495 662 6 Lane Group Ff" (vph} 280, , 138 0= 1513 662 6' Heavy Vehicles(%) 0% 0% 0% 2% 2% 0% Turn Type , Prot pm+p# Rerm Protected Phases 4 4 5 2 6 Actuated Green, G (s) 17.1 17.1 64.9 64.9 64.9 Effective Green, g.{s)... :" 18.1 18a, 65.9: . 65.9 ^65.9 ^ Actuated g/C Ratio 0.20 0.20 0.72 072 0.72 Clearance ime°(s) 5.0 `5.0 5.050 5.0 Vehicle Extension ' nsion (s) 3.0 3.0 3.0 3.0 3.0 Lane=Crp Cap (up ) 57`. v/s Ratio Prot c0.16 0.09 0.19 uls RatioPein. c0:47 0.00 " v/c Ratio 0.79 0.43 0.65 0.26 0.01 Uniforri o Delay,d1, 35.1 : 3 .5. :0.. 4.6. 3.7' Progression Factor 1.00 1.00 1.00 1.00 1.00 incremental Delay,�d2 ;' `1.0 0 Delay(s) 46.2 33.4 7.6 4.8 3.7 Levelof'Service .` ��: :'D,. C....,, A ` A " A Approach Delay(s) 42.0 7.6 4.8 Approach LOS D'� A A HCMAverage Control`Delay 12 4 HCM'Level of Service B HCM Volume to Capacity ratio 0.68 II Actua#ed Gycle t.erigth..(s) 92ff Sum;of lost time(s), 80 Intersection Capacity Utilization 70.6% ICU Level of Service C c critical tahe Gr©up Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Lucentnp.sy6 MT Page 1 vanassando-ff51 2: Lucent Tech S. & Route 125 2006 No-Build Weekday PM 5/9/2001 .4 -e ``I Movement NBTL EBL NBL SBT Lead/Lag.. Lead fag Lead-Lag Optimize Yes Yes Recall•Nlode Coorci None None Cotd._. Maximum Split(s) 36 54 17 19 r . fulaKlmum Split,{°lo}., 40°l0 60°Io 19°l0 'z'�"°lo r __ Minimum Split(s) 21 21 9 21 Yellow Time(s) 4 4 4 4 xo All-Red Time (s) 1 1 1 1 M►n"imurn lnitiaf.{s) 4 4 4 4 :" _. . .. ... .. .... Vehicle Extension (s) 3 3 3 3 fVlinirnum Time Before Reduce (s) 0 0 0 0 Time To Retluc_e 0 Walk Time (s) Flash Dort;UUalk{sj Cycle Length ;. s. r Control Type Actuated-Coordinated Natural Gycle �p - , z Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBT, Start of Green, Master Intersection Splits and Phases: 2: Lucent Tech S. & Route 125 5,. ®2 - m4 WMENNOMM 05 _ m6 Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Lucentnp.sy6 MT Page 1 vanassando-ff51 2: Lucent Tech S. & Route 125 2006 Build Weekday AM 5/a/2oo1 ~`# t �J� )(� L` a r /,d ✓st"✓ 6✓"" ui�> (y� ✓ r�� .. �✓°rrt'' �-�z�Y'.g a�,�✓'✓cr ✓..:✓Y �✓�i✓�li���i�✓` ��G'y�l°�.'�r5 '�7 Mouerr�ellt,✓✓/ l✓`� ��/��✓��������������.✓ I♦�T✓/i�� C6���✓ �N✓/�✓� 91. � , f�, ii.//rn.�.i.. /rr�A.i OF,�.. Lane Configurations �' tt Ideal Flow(vphpl) 1900. 1060":,.1900 1900 19M =1900 Lane Width 12 12 12 11 12 12 Total Lost time(s) 4.4 4:0 4.0 - 4.0 _ 4:0 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 Frt, = ,1.00 0:85 1,00� 4.00� 0.85 Flt Protected 0.95 1.00 0.99 1.00 1.00 Satd.Flow (prot) 1805.; 1615:' 3322, 3639 Flt Permitted 0.95 1.00 0.57 1.00 1.00 Sato.Flow(p`erm) 1805 .:1615 19D3 339„ t615. Volume (vph) 65 9 107 416 1344 257 Peak-hour factor,PH)= U:39. D�39 0 92 0.92 0 90 0,90 Adj. Flow (vph) 167 23 116 452 1493 286 Lane GroupFlow(vth): 167. 23,, 0 568' 1493= `,_286 Heavy Vehicles (%) 0% 0% 0% 5% 2% 0% Turn Type Prot`pm+pt Perin: Protected Phases 4 4 5 2 6 Permitted Phases Actuated Green, G (s) 12.7 12.7 67.3 67.3 67.3 Effective Green,'g (s) 1.3.7 13.7; 68.3 68.3`. 68,3 Actuated g/C Ratio 0.15 0.15 0.76 0.76 0.76 Glearnce Tune,(s) 5 0 5.0 5.0 5:0 5.fl Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Lane Grp,Cap (vph): 275 246; 1444. 2686 1226. v/s Ratio Prot c0.09 0.01 c0.42 v1s Ratio Perm 0:30 0.18. v/c Ratio 0.61 0.09 0.39 0.56 0.23 Uniform Dela`y,,d1 Progression Factor 1.00 1.00 1.00 0.73 0.65 Iricremental_Delay,d2 3.8. Delay (s) 39.4 33.0 3.9 4.0 2.4 Level'of"Service D_, .; G A A 'gym: A Approach Delay(s) 38.6 3.9 3.8 Approach LOS .,c?^„% „✓'v�, <.a y�, � �� � ✓�„ rka,?p"✓2"✓".°Ak %�" .. ✓ i✓' _, 'r '1✓y` axy � c%✓2�x✓ � �✓✓;.,,.,�.,.�� � �,��'�'✓w sl✓'✓'�'`�✓,�r���� ��,✓,,a.'�i✓�✓,✓r'✓d��.G✓ � ✓�✓4✓��3 ��,✓��.F.a%'.�`�� 'vi rs,ate r. .�war�r,',*� .cr„ �:'r '✓ -�'✓✓c�" ',. HCMA�erage Control Delay 6.4: ' NCM:Le�relof Service: A HCMVolume to Capacity ratio 0 56 Actuated Cycle Lengfh (s) 90.U.. Sun,of lost dine,(s):- &0' Intersection Capacity Utilization 76.4% ICU Level of Service C c Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Lucentba.sy6 MT Page 2 vanassando-ff51 2: Lucent Tech S. & Route 125 2006 Build Weekday AM 5/9/2001 ;,F Ail �� ����,�✓,,��r' �"i���F/✓/%!� z y �� ✓ J'+id���!a'h�.� 7 '��''�`� "sz'n �' "a',i.; G n-r✓a".,;u,` e 'J� .Y8 1� �'Yl�����-.FR���:1" ��f �vC��ay� r� ��G)7✓ /�,' / �0 � � ems ' Movement NBTL EBL NBL SBT Lead/Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode Caord .None None Coord Maximum Split(s) 58 3218 40 Max�mutn Spot;(°lo) 64°l0 36°l° 20°l0.; "44 ,:. Minimum Split(s) 21 21 9 21 YelI T1 1ine,(s) 4 4 4 All Red Time (s) IVl�n�murn Initiai;(s) Vehicle Extension (s) 3 3 3 3 Mtnmurli Gap(s} 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time Walk Time (s) FlasFr Dortt Walk{s) ," P Cycle Length 90 " K Control Type Actuated-Coordinated Iaturat� Yele ` _~ 60 Offset: 0 0/° , Referenced to "( ) phase 2:NBTL and 6:SBT, Start of Green, Master Intersection Splits and Phases: 2: Lucent Tech S. & Route 125 mC @4 �=o 06 Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Lucentba.sy6 MT Page 3 vanassando-ff51 2: Lucent Tech S. & Route 125 2006 Build Weekday PM 5/8/2001 Mo+reent r " r f EBl r �[tr % L 'f Ti43 1 _✓Pr., ., r'r, ,r�.r, ,fc Lane Configurations ' *Tt tt Ideal Flow(vphpl) 1900 1900. ,1900 1900,1-.'19' 00. 1900 Lane Width 12 12 12 11 12 12 Total Lost time(s) 4.0 4.0 4.fl- , 4.0 4.0- Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 Frt 100 085 1'AO 1.00 0.85 ` Fit Protected 0.95 1.00 1.00 1 m 1.00 Satd.lFlow(prot) 1805 1615- .,3420 3539 1615= Fit Permitted 0.95 1.00 0.94 1.00 1.00 Said.Flow(perm) 1805 1615 3232 : 3530 1615 Volume (vph) 179 88 15 1407 625 5 Peak-hour faetor,.PHF 064 0`.64 0.85 0,85,:. Adj. Flow(vph) 280 138 18 1655 702 6 Lane Group Flow(vph) 280 438 Q 16�3, ,,702' =. 6 Heavy Vehicles (%) 0% 0% 0% 2% 2% 0% Turn Type Prot pm+pt Perm , Protected Phases 4 4 5 2 6 Permitted Phases 2 6 Actuated Green, G (s) 17.1 17.1 64.9 64.9 64.9 Effective Green, g(s_) 18.1 18.1 65.01 65.9 65.9' Actuated g/C Ratio 0.20 0.20 0.72 0.72 0.72 Clearance Tirne(s) 5.0 5.05.0 5 0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 355, 318 23,15 2935> -1-157 . v/s Ratio Prot c0.16 0.09 0.20 v/s Ratio Perm c0.52 v/c Ratio 0 = J9 0.43 0J2 0.28 0.01 Uniform Delay,d1 35.1 32.5 : _ ;7,7 . � 4.6, �"'.3.7 : Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 11.1 1:0 Delay(s) 46.2 33.4 8.8 4.9 3.7 Level of Service D C" A A A Approach Delay(s) 42.0 8.8 4.9 Approach LOS D A A r- ., `ur '"r r�.,�l,rr'�,firzr ✓`a. -r� Ff"'�`r.'"y�, ,.cEl'9s 3 r rr r .f" , dr ,ref"� f HCM Average Control Delay 12 8 HCIUIevelofi.service =B HCM Volume to Capacity ratio 0.74 Actuated Cycle Length (s) 92.0 Sum of lost,time (s) 8.0 Intersection Capacity Utilization 75.8% ICU Level of Service C c Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Lucentbp.sy6 MT Page 2 vanassando-ff51 2: Lucent Tech S. & Route 125 2006 Build Weekday PM 5/9/2001 No,WINNOW NEWRITIN, Movement NBTL EBL NBL SBT Lead La g Lead-Lag Optimize Yes Yes Flecall kUlod . .... . . _... Coorcl None None Go d , Maximum Split(s) 36 54 17 19 T ivlaximun S ,lit: °fo 40nln 60°l0 19°IQ p. 21 Minimum Split(s) 21 21 9 21 Yellovu Time (s} 4 4 All-Red Time (s) 1 11 1 IVlin�mum Initral{s) 4 4 „ .I4 4 Vehicle Extension (s) 3 3 3 3 M�n�rnurn Gap:{S) 3 Time Before Reduce (s) 0 0 0 0 T�rne To Reduce(s} 0 Walk Time (s) Flash Dont Walk{s) ;' Control Type Actuated-Coordinated NaturalCycle - 60 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBT, Start of Green, Master Intersection Splits and Phases: 2: Lucent Tech S. & Route 125 a 02 m4 O5 4 ms Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Lucentbp.sy6 MT Page 1 vanassando-ff51 Osgood Street at Holt Road 3: Holt Road & Route 125 2001 Existing Weekday AM 5/7/2001 Lane Configurations '� tt tt r Sign Control;,, Stop Free Free Grade 0% 0% 0% Volurne(veh/4 13 14 25 505 1102 23 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow.rate(Vets/h)� 13 14 25, 505 = 1102 23 Pedestrians Lane Width (ft), Walking Speed (ft/s) Percent Blockage. Right turn flare (veh) Median type;" -Raised, Median storage veh) 0 vC,cen#licting volume 14404 551 1102 vC1, stage 1 conf vol 1102 vC2,dstage 2 conf vol 302 tC, single (s) 8.1 8.0 4.4 tC,2stage (s) 7.1 tF(s) 4.2 3.8 2.4 p0 queue free%, 73 961 95 cM capacity (veh/h) 47 366 549 Volume Tatal 13 14 25 252 252 - 551 551 23 Volume Left 13 0 25 0 0 0 0 0 V61u'me'Right- ; 0 14, 0 0 0 0 0 23 cSH 47 366 549 1700 1700 1700 1700 1700 Volume to Capacity 02T� - 0.04� 0.05 �0.15 0.15 0.32 0.32 0.01 Queue Length (ft) 23 3 4 0 0 0 0 0 Control Delay(s) 107.5" 15.2' 11.9 0.0� 0.0 0.0 0.0 0.0 Lane LOS F C B Approach Delay,(s); 59 7 0.6 0.0 Approach LOS F Average Delay 1.1 Intersection Capacity Utilization 40.5% ICU Level of Service A Proposed Lawrence Airport Industrial Park S:\Jobs\3079\holtxa.sy6 MT Page 1 vanassando-ff51 3: Holt Road & Route 125 2001 Existing Weekday PM 5/7/2001 t ,,' 1Vti�uerrleCtt ,-rs: rr lBEB 'NBI. CVSBr � � �� ����� � ..t ,M Lane Configurations tt tt Sgri Control Stop Free Free, �m ... Grade 0% 0% 0% Volume>veh/hj :. 3� �44 <. 14 944 �741 , 14 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly#low'rate:;(vehlh} 1 44 14 944 741 1fl Pedestrians Lena Width Walking Speed (ft/s) Percent-Blockade >> ; Right turn flare (veh) Median type Raised,: . Median storage veh) 0 vC,catiflictfng volume _ i241' 370, 741 vC1, stage 1 conf vol 741 vC2-stage 2"conf voll,- 500' tC, single (s) 7.2 7.1 4.7 tC, 2 stage (s),:, 6:2 - tF(s) 3.7 3.4 2.5 p0 queue free°fo . cm capacity(veh/h) 97 604 695 �•�kr'eottoS� �i � ,.d,, a .,�'.r sa...�, e� n ,,a �� a � � � � � Volume Total -% 31 44 14 472 472 37r3 37fl 1fl Volume Left 31 0 14 0 0 00 0 Volume"Right. 0. "44":. fl 0 0 cSH 97 604 695 1700 1700 1700 1700 1700 Volume to Capacity 0.32 0.07` 0 02" 0.28 fl:28 0:22 Q,22 Queue Length (ft) 30 6 2 0 0 0 0 0 Control Delay°(s)" 58. 11:4; 1fl;3! 0.0 0.0 0:0 Ot0 0;0 3. Lane LOS F g B' App roach, 30.8 Approach LOS D O.Q Average Delay 1.4 Intersection Capacity Utilization. 1CU.Level ofi.Seru�ce" „ A 36.1 jo Proposed Lawrence Airport Industrial Park S:\Jobs\3079\holtxp.sy6 MT Page 1 vanassando-ff51 3: Holt Road & Route 125 2006 No-Build Weekday AM 5/7/2001 �Y�i [—r�t/ i^ �� �ii �4w��f� '�r•.��.�3��L / Niws�„ �{.�T%��,"4'�B�i�/ � .ib /f/ �� '' �,�: ��9iM / // �,. r Lane Configurations tt tt r Sign dontrol Stop Free Free,, Grade 0% 0% 0% Volume(vehfh) A4 15 28 599 1361 25 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Houray flow rate(vehlh) ';14., 15_` . ; 28 599�1 1361 25 Pedestrians Lane=Width eft) Walking Speed (ft/s) Percent BlorfCage. Right turn flare (veh) Median type, Raised Median storage,veh) 0 vC,,conflictir g olume,- 1716, -:680 1361 vC1,stage 1 conf vol 1361 vC2;stage 2 conf vol - 356 tC, single (s) 8.1 8.0 4.4 tC,2-stage(s) tF (s) 4.2 3.8 2.4 p0.queue free°% 46, =, 95. 93 cM capacity (veh/h) 26 292 429 ,e„< ... ,.,..../ s,/✓Se%3fds..,. e ..,a<xr. ,.w ..... ...... .. ... ...s y,, ,,.. ..,.,k. ,., .,/ , Voluit�Total 14 „ 15 ' ,28300:. . 300, 680 6805_ Volume Left 14 0 28 0 0 0 0 0 Volurtie Right 0 15" 0 0 . D 0 0, 25 cSH 26 292 429 1700 1700 1700 1700 1700 Volume t®Cspaeity �54 0 05 `�0 07- 0:.18 ' 0.18 'O:4fl 0.40, 0.01 Queue Length (ft) 41 4 5 0 0 0 0 0 Corrtrbl Delay(s). 249.1 18.fl .14.0 0.0 0.0� 0.0 0.0 .O.Q Lane LOS F C B Approach Delay(s); 129.6:, � : 0.6 0.0 Approach LOS F /ys�s+7yy�[ yy �w+�e9" ,.d 5-r.;�s,;d�.✓! �"✓ .�r�:d .7^'rPi� ,.;"Di / /�'Yt'.,' E �s ;,�' %`""P a �Yi�-r'�Z's`��a�f 2r „�, ,J' ? �� � 4,a, r/��.��,��,6"^�9`r,�z l' �r ���4-^.r,/ !s,z7.,F,t.; �'.,�X. �' ,',.,. � ./�.,f,>,,�rl"/,e"✓i'.-`nhs�,,...� .w,�,',� Average Delay 2.0 Intersection Capacity Utilizatioo : , 47.6%a 1C11 Levee of Seivice A Proposed Lawrence Airport Industrial Park S:\Jobs\3079\holtna.sy6 MT Page 1 vanassando-ff51 3: Holt Road & Route 125 2006 No-Build Weekday PM 5/7/2001 E'�. e .i" �-; 7187 801'/„�'Y"},Tp ` �i ship s�j s " F F y F ,r .�h ir✓rE F . �?,`` (,n'�?syrr` .sy,H.... - ,.,.n^` �..I VL3tt '' c7i:3T�}z7C7R 1'` za, 4Fw'� � l� , z, Lane Configurations tt tt r Sign control Stop Free F"ree Grade 0% 0% 0% \/olurrie.(veh/h 35 50- 15. 1201: 894 11: Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow."rate.;(ueh/h) 35 5Q =1 " ..1201 P . edestrians Lane 1Nidth.:O. " Walking Speed (ft/s) Percent Blockage: Right turn flare (veh) Median type - `Raised; Median storage veh) 0 uC;"conflicting voluine 1524I 447 . vC1, stage 1 conf vol 894 r uCZ stage,2 conf vol 630 tC, single (s) 7.2 7.1 4.7 tC,2 stage (s) 6.2 tF (s) 3.7 3.4 2.5 p0 queue free% 43: 91 97 CM capacity(veh/h) 62 538 597 e-To b umtal Volume Left 35 0 15 0 0 0 0 0 Volume Right 0 50 o1 cSH 62 538 597 1700 1700 1700 1700 1700 Volume to Capacity 0.57` . 0.09 0.03 0:35. 035 0:26 0.26 001 Queue Length (ft) 58 8 2 0 0 0 0 0 Control Delay-(s) 1220 12.4 11.2 Q_0 0.0: - Q0 00 Q.O Lane LOS F B B Approaci.Delay"(s) - 57.5 Oa�. Approach LOS F I�:I�er,Se�,+,ll£��•�S{� 2'llt'���,�s ' F° u 5 x �� t 4 bra x�s rs�� r r,�`"�'� "'�y�� y v °,�?,,^y'e� S"h,a `�s r � , Average Delay 2.3 Intersection Capacity Utilization 412% 1CU"Level of Service'' A;" Proposed Lawrence Airport Industrial Park S:\Jobs\3079\holtnp.sy6 MT Page 1 vanassando-ff51 3: Holt Road & Route 125 2006 Build Weekday AM 5/7/2001 Lane Configurations tt tt Sign Control Stop Free Free- Grade 0% 0% 0% Volume(veh/h) 44 35 179 599 1361 162: Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate(veh/h) 44 35 �119 11 599_ -1361 �62 Pedestrians Lane Width(ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type'; Raised Median storage veh) 0 vC,conflicting volurrae 1898 680 1361- vC1, stage 1 conf vol 1361 vC2,'stage 2 conf vol 538 tC, single (s) 8.1 8.0 4.4 tC, 2 stage(s) 7.,1 tF (s) 4.2 3.8 2.4 p0 queue free% 0 88 72 cM capacity(veh/h) 14 292 429 s,�`` ,,Y6 � 4%l�B^�w3 13������''xr���✓'„�r;�a7��=,',��L7i�,,,,'��r a,r�'�r l �✓m?,'��^�,�, �r Volume Tofal 44 35 1.19 30.0- 300 .: 680 ; .680, 162 Volume Left 44 0 119 0 0 0 0 0 Volume Right 0 35 0 0 0 162 cSH 14 292 429 1700 1700 1700 1700 1700 Volume to Capacity ,3.07 .0.101- .0 28-.:: 0 18 = 0:18 0:40 0.40 0.10 Queue Length (ft) Err 10 28 0 0 0 0 0 Control Delay(s)` Err 19.0 16.6 -' 0.0: 0.0_ 0.0,° 0.0 _ 00 Lane LOS F C C Approach Delay(s) 5577.5 2.7, 0 0 ApproachLOS F T/" �o ,,,oz- u,,.^ ✓i� --,' „'.,, .*-��'u',e r�i -"'<..+ i.`zt'..,,`.�., rr`, .F..,.ter; ,1,,.;? _ 1nte�-secf�on'Surrat���+ �,"a � ; a �t ~� a ����'� -- ✓= i �.. r Average Delay 190.8 Intersection Capacity Utilization 57.5% lCULevel-of Service A Proposed Lawrence Airport Industrial Park S:\Jobs\3079\holtba.sy6 MT Page 1 vanassando-ff51 3: Holt Road & Route 125 2006 Build Weekday PM 5/7/2001 Lane Configurations tt tt Stgri:Control" Stop Free Free Grade 0% 0 0% Voturrie{vefi/h) `171 14:1 39 ', 120" _ ,894 47 ; Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly ow,rat (vetilh); 171 141 39 .1201" 47 Pedestrians Lane Width:{ft) Walking Speed (ft/s) ` F?ercent Blockage ' Right turn flare(veh) Median type Raised Median storage veh) 0 vC,conflicting uolurrie 1572 447 894 vC1,stage 1 conf vol 894 stage 2 con#vol le s 7.2 7.1 4.7 . tC,2 stage (s) 6.2 tF(s) 3.7 3.4 2.5............. PQ.queue'free% 0 74" 93 cM capacity(veh/h) 55 538 597 %� tinj�ar1 "Afrt6� E ' t~18; s f�1B 2 sl 3r 5 F58,2 SB;3.,, shyr� � d ..„., Volume Total. 171, 141 39 . 600 .;:600 447 447 4Z Volume Left 171 0 39 0 0 0 0 0 Volume 47 cSH 55 538 597 1700 1700 1700 1700 1700 ume"tc�Capacity 3 12:' 0.26:_ 4:07 ::0.35 0:38 :0', Queue Length (ft) Err 26 5 0 0 0 0 0 " Control Delay(s1 Ear: 14,1 1,1.5 0.0 0.0 0.0 00 00" Lane LOS F B g " Approach Delay(s) 548.6.E; 0.4 0,0 Approach LOS F 11yvy�e z" y�y"'srf-f ryf..c4",Y vim+' r,.' s e `tom,, z rrG?'SG .,z �'3 e H� ,��x� `� �� �zr^ � .'' f 3:T ��a� '` �'?�✓,a�� ' ✓1R *'��5,f-� Average Delay 686.8 Intersection CapacitylJtlization 49:3010,' ICt1,Level.of`SerVice. ". A Proposed Lawrence Airport Industrial Park S:\Jobs\3079\holtbp.sy6 MT Page 1 vanassando-ff51 3: Holt Road & Route 125 2006 Build Weekday AM with Mitigation 5/8/2001 t ...,T/,.: r,r.a, hxrx..u.,,. ,.ryk.m ..,,.a ��,., �„r„rv�Y7L7�7,.(�W rfi'..!f.,,.,,..d,., � ��Grrss`�,2.: h �y.I.,✓1.dr,.l�. �,?.._ Lane Configurations tf tt , ` Ideal Plow(vphpl) 1900�. 1900 1900 �low 1900�, 1900 Lane Width 16 12 13 12 12 16 Total Lost time(s) 4.0 '4.0 4.0 4.0 4.0 4.0, Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 Frt 1.00 0.85 1.00 . 1.00 1.00 0.85 . Fit Protected 0.95 1.00 0.95 1.00 1.00 1.00 Satd Flow(prot) 1225 10451 1594- 3282 ,3539� 1419 Fit Permitted 0.95 1.00 0.10 1.00 1.00 1.00 Satd Flow(perm) 1225 1�049�,' -166: , 3282 3539 .1419 , Volume (vph) 44 35 119 599 1361 162 Peak-hour factor, PHF 0.90 0.90 0.90 0,90 0.90 0.90 Adj. Flow(vph) 49 39 132 666 1512 180 Lane Group Flow (vph) 49 39' "132 666' 1512 180. Heavy Vehicles (%) 67% 54% 17% 10% 2% 29% Turn Type, Perm pmtpt Perm Protected Phases 4 5 2 6 Permitted Phases 4 2 6. Actuated Green, G (s) 6.6 6.6 50.0 50.0 41.0 41.0 Effective Green,g (s) 7.6 7.6 51.0 51.0 42.0 420. Actuated g/C Ratio 0.11 0.11 0.77 0.77 0.63 0.63 Clearance Time (s)" S.0 -5.0 . 5.0 . 5.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph 140 120 234 2513 �2232 - 805 v/s Ratio Prot c0.04 c0.04 0.20 c0.43 v/s Ratio Perm 0.04 0.39 0.113 v/c Ratio 0.35 0.33 0.56 0.27 0.68 0.20 3 5Unifirm Delay,di 1 2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 1.51.E 3.1 - 0.1 0:8 0.1 Delay (s) 28.7 28.7 10.4 2.3 8.8 5.3 Level of Service C C B A A A Approach Delay(s) 28.7 3.7 8.4 Approach LOS C A ' A _ .,� ,F, -3 "."� r✓a a^-z /a e .�'" � .r'- r' s � r'F" r'af'".'.�'���r6 HCM Average Con#rol Delay 7.6 HCM Cevel of Ser�iice:;; A HCM Volume to Capacity ratio 0.62 Actuated Cycle Length (s) �66.6 Sum of-lost time:(8) 12.0 Intersection Capacity Utilization 62.5% ICU Level of Service B c Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\holtbam.sy6 MT Page 1 vanassando-ff51 3: Holt Road & Route 125 2006 Build Weekday AM with Mitigation 5/9/2001 i ....✓u«i. .. .,,a,..2d1 4. ,...,n,✓L .mmyia,.a.. ', e..:?:/:n,.m A T .P'!i// Y W,f laX2f T.S.iHPF/llS"Hr`+14 MEN Movement NBTL EBL NBL SBT - )_eadlLag.,.. .. . Lead Lead-Lag Optimize Yes Yes Recall Mode Min None None Mira Maximum Split(s) 39 21 9 30 Mexrmum Splkt(°lo) 55°fo 35°l0 15n% 50°l0 Minimum Split(s) 21 21 9 21 Yellow All-Red Time(s) 1 1 1 1 e fyltn�muin tnitiat(s) 4 4 4 4 Vehicle Extension (s) 3 3 3 3 Minimum Time Before Reduce (s) 0 0 0 0 Time To Reduce(s) Walk Time (s) 5 5 5 Flash pant WIk(s) ,.. ? 1 1:1, t1 G' c►e Length_e Actuated-Uncoordinated6 Control T yp Splits and Phases: 3: Holt Road &Route 125 r 02 04 05 06 Proposed Lawrence Airport Industrial Park S:\Jobs\3079\holtbam.sy6 MT Page 1 vanassando-ff51 3: Holt Road & Route 125 2006 Build Weekday PM with Mitigation 5/8/2001 v ✓ ' r � „ i.'�.'�`.'��.��,*3"��,�.�'�r�,,,�°,i.sly .'„�., Lane Configurations �' tt tt r Ideal Flow(vphpl) 1900 1900, 1900 1900, 1900 , 1900_ Lane Width 16 12 13 12 12 16 Total Lost time(s), 4.0 4.0. 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 Frt 1>.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 Satd.Flow (Prot) 1734 1468 1424 3539 3574 1376 Flt Permitted 0.95 1.00 0.19 1.00 1.00 1.00 Satd. Flow(perm) 1734 146 8. 285 3539 35741 1376 Volume (vph) 171 141 39 1201 894 47 Peak-hour factor, PHF 0.00 0.90 0.90 0.90 0.'90 0.90 Adj. Flow (vph) 190 157 43 1334 993 52 Lane(Group Flow(vph) 190 157 43. 1334 993 52 Heavy Vehicles (%) 18% 10% 31% 2% 1% 33% Turn Type Perm pm+pt Perm Protected Phases 4 5 2 6 PerrnittedP3ases 4 2 6 Actuated Green, G (s) 10.8 10.8 32.8 32.8 26.4 26.4 Effective Green,g (s) 11.8 11.8 33.8 33.8 27.4 27.4 Actuated g/C Ratio 0.22 0.22 0.63 0.63 0.51 0.51 Clearance Time(s) 5.0 5.0 5.0 5.0 '5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Larie:Grp Cap (vph)';` 382 323 231 2282 1827 703 v/s Ratio Prot c0.11 0.01 c0.38 0.28 Ws Ratio Perm 0.11 0.11 0.04 v/c Ratio 0.50 0.49 0.19 0.60 0.54 0.07 Uniform Delay,dt 183, 18.3,� 5.0 5 9 &0� 6.' ProgressionFactor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.0 '1.2 0.4 0.4 0.3 0.0 Delay(s) 19.3 19.4 5.4 6.3 9.2 6.7 Levee of Service B. B A A A A Approach Delay(s) 19.4 6.3 9.1 Approach,LQS B . . A A ��t'B�St3cttCfrt� tl�1�c� /�a ,rr�&�%� nm✓�Szf//� � �✓` � fj, ��rp ru� ✓i�/s 1"d t��"i,7 i,� �,x F,,:?E�� � HCM Average Control Delay 9.0 HCM Level of Service A HCM Volume to Capacity ratio 0.57 Actuated Cycle Length (sj 53.6 Sum of lost time{s) 8.0 . Intersection Capacity Utilization 54.1% ICU Level of Service A c Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\holtbpm.sy6 MT Page 1 vanassando-ff51 3: Holt Road & Route 125 2006 Build Weekday PM with Mitigation 5/9/2001 11 t Movement NBTL EBL NBL SBT L ead/Lag . Lead-Lag Optimize Yes Yes Rec all 11-11-111 L Mode Min None None NI'irt >_ Maximum Split(s) 39 21 9 30 Maximcitn Spirt`(°l°) 65°l0 35°l0 15°la 50°I° Minimum Split(s) 21 21 9 21 (Times 4 4). � 4 All-ReYellowd Time (s) 1 1 1 1 um':Initial Vehicle Extension (s) 3 3 3 3 Minimum Time Before Reduces 0 0 0 0 Time TO:,Reduce(s) 0 Q 0 0 Walk Time (s) 5 5 5 F)ash ©ont;Walk(s).. 11 y Control Type Actuated-Uncoordinated "" Natural Cycle 55 Splits and Phases: 3: Holt Road& Route 125 F<�t m2 m4 Proposed Lawrence Airport Industrial Park S:\Jobs\3079\holtbpm.sy6 MT Pagel vanassando-ff51 Osgood Street at Barker Street and the Endicott Plaza Driveway 3: Barker Street & Route 125 2001 Existing Weekday AM 5/9/2001 '�• ;.�/�i�!%/,rn 3'r ,56y sr l'yl c �/y yyrsr �ry� �/'� y fc�/%"'",;.✓,/'/' ��y�'`/�",`���i������a,�✓"%'y O��iX1e71�!,l,'�`i��ic/i�,N�A/.�uc����� ����������,�x�r�l��.�✓�� �T�� � ���ti�"`s,c�c`�,yi�-� ��/�r,�/i� ,��,s�s�r�.,,���!�y"<,< Lane Configurations Sign.Control Sop Free., Flee;. Grade 0% 0% 0% Volume(vela/h). 96 30 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly#low rate(veh%h) 96 = 4 5 ;; 30 1 1119 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) vC,conflicting volume: 1106: ' '280 559, , vC1,stage 1 conf vol vC2,slage 2 conf.vol tC, single (s) 6.8 6.9 4.1 3.5 3.3 2.2 pO queue free,°lo cM capacity (veh/h) 206 724 1022 WON � rW9 Ls,R 1 Ny Volume Total 100 353O6 �.374 746. Volume Left 96 0 0 1 0 Vol 4 ume Right 0 30 0. 0.. - 'a cSH 212 1700 1700 1022 1700 Volitnge to Capacity Queue Length (ft) 57 0 0 0 0 Control Delay(s) 30.2. 0 0- 17 0 O�0 .-_0_O, Lane LOS E A proachDelAlp, ay s , 0 Approach LOS E �^�Y�a a xr`yri'✓d'�Y/rj9'7 r' r Jn '�'��' /''x'�h r� ��� ' ��r� /' -.��"",y. ;' tersect onr Su �� r��y,�� `F � � s�� �r�iid'��s�/✓�`'z/����,��,�o ,' ',���� r,�a�� ,�,�;����a�* �,�,u,,r�tom. Average Delay 2.0 Intersection Capacity Utilization 43 N' `. ICU Level of Service, A Proposed Lawrence Airport Industrial Park S:\Jobs\3079\barkerxa.sy6 MT Pagel vanassando-ff51 3: Barker Street & Route 125 2001 Existing Weekday PM 5/9/2001 t Lane Configurations ' + Sign Gontroi, Stop Free Free Grade 0% o 0 /o 0/0 0 Peak Hour Factor 1.00 1.00 1.00 1.00 1,00 1.00 lourlyflow rafie(vehlh), . :..44 3 914 ;73 Pedestrians Lane.;�lUidtb Walking Speed (ft/s) ,Pereerif Bkicfcage : ' ; " Right turn flare (veh) Mdiariaype None. .. Median storage veh) uC,conflicting rrolurne 1336 494 987 s; vC1, stage 1 conf vol vC2, stage"2`contvof:: ; , tC, single (s) 6.8 6.9 4.1 tC,.2;stega-(s) tF (s) 3.5 3.3 2.2 7D cM capacity (veh/h) 146 527 708 �� � � �E�����i%i�t���y�9�����vA�Ll4�bL� �� ����ff''�'�"Y `�£�'/�+����r^ 9� ��✓���F'39� �✓���'�.a`��" 1to(urne,Total, 47 609 256 504 78 Volume Left 44._ �0 0 _ . . 0 U olume.Ri ht` 73 cSH 153 1700 1700 708 1700 Uoiumeta Capao� ,ty 0 31 036 022 (t(?1. 0.30 Queue Length (ft) 30 0 0 0 0 Gantroi 0 Dal .0 y� ) Lane LOS E A Apprnach Delay.(s) 38.5 00 01 Approach LOS E NONE' e hr'yp g "Xiyr '' sue' .* a c', W r Average Delay 1.0 r. Intersection Capacity Utilization 37:fi°Io IC0 IL,vei of Service A Proposed Lawrence Airport Industrial Park S:\Jobs\3079\barkerxp.sy6 MT Page 1 vanassando-ff51 3: Endicott Plaza & Route 125 2006 No-Build Weekday AM 5/9/2001 rr 'r'�sJ✓i .% � r�'�"fa" �r � � a.:K �.d, q� ,e {rx�.��/t� Lane Configurations ` idealEJow(vphpl) 1900 1900 19D0, �1900. ,1900. 1�00 1900.`;1,000.''_1900 ,1940 1900:= !900 Lane Width 12 12 12 11 11 11 11 11 11 11 11 11 Total Lost time(s) 4,0 4.0, 4:' 4.0 ; 4".0.;- ,4 U 4 0 4.0." Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1�.00 0.85 i:00 0:96 ; • 1:.00 99 t00" Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Said. Flow (prat) 1777 .� 1583 17�1,1 1738�: 1711 3393= .j 711 341.1 ; Flt Permitted 0.75 1.00 OA3 1.00 0.95 1. 00 0.95 1.00 Satd.Flow(perm). 1404 1583� 783. .1738:- 17i 1_ 3393 1711 3411 Volume (vph) 43 2 29 106 10 4 109 581 33 1 1236 25 Peak-dour fac#or,PNF 0.96 .;0, 0 , 0.90 0,90 0 90 {?.90 tf.90 fl 90. �0 90...�0 90 .,.0 90 "'0:90 Adj. Flow (vph) 48 2 32 118 11 4 121 646 37 1 1373 28 Lane Group Flow{vph) 0 50 32 118 '.` 15' 0 Al l 683. 0 1 1401'. 0 Heavy Vehicles (%) 2% 2% 2% 2% 2% 0% 2% 2% 2% 2% 2% 2% Turn Type prnfpt Perrn prn+pt Prot. Prot Protected Phases 7 4 3 8 5 2 1 PermittedPhases 4- 4 . 8 6 r Actuated Green, G (s) 3.2 3.2 12.2 12.2 7.2 45.8 5.0 43.6 Effective Green,g (s). 5.2 1 14.2 `14.2 �8,2 . 47 8 ' 6A 45.6 Actuated g/C Ratio 0.07 0.07 0.18 0.18 0.10 0.60 0 08 0.57 Clearance Time (s) 6.0_ 6.0 5:0 - G.O 5:0 6.0. Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph). 91 �103 1�97 308:. .175 :2027 ,' 128 1.94A v/s Ratio Prot c0.04 0.01 c0.07 0.20 0.99 v/s Ratio Perm 0.04 ,002 c007 0 41 v/c Ratio 0.55 0.31 0.60 0.0511 0.69 xI -0.34 0.01 ........0...72 Uniform Delay,di, 36 3 .35.7 29 2 ;1127 3 . 34,7,=< 8 i 34 2,� 12 6 Progression Factor 1.00 1.00 1.00 1.00 0.77 0.72 1.00 1.00 Incremental Delay,d2 6.s,; .-y 7 4.8� 0.1, Delay(s) 42.9 37.4 34.0 27.4 37.2 6.3 34.3 14.9 Level of Service C _. D - A' : ,= ._ G` D D Approach Delay (s) 40.8 33.3 10.9 14.9 Approach I D, C B._ :. HCM Average Control Delay 15.5 _ HCIt'Level'o#,Seriace B < HCM Volume to Capacity ratio,, 0.68 Actuated Cycle Length'( � ' 80A, � �Sun of lost times) Intersection Capacity Utilization 68.7% ICU Level of Service B c Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125na.sy6 MT Page 5 vanassando-ff51 3: Endicott Plaza & Route 125 2006 No-Build Weekday AM 5/9/2001 Movement SWL NET WBL EBTL NEL SWT EBL WBTL Lead/L"ag" ,""" ." - i=ag . Lead.... Leatl Lay Lead Lag Lead :Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Reca!#,tootle . Mh" Cooed Ncte None None Cooed None > #None Maximum Split(s) 9 51 10 10 14 46 9 11 Maximtam SpJif(°lo) 1 T°lo �4°f° 13°l0 '13°l0 „ 1.8°fo 5$°l , '"'t"1°lo ;". 1!4°fo Minimum Split(s) 9 10 9 10 9 10 9 10 Yeftow 7tme{s). ..., , -, '4 4 4 4 4 All-Red Time(s) 1 2 1 2 1 2 1 2 4 `.... 4 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s)" 0 0 0 0 0 0 0 0 p , Walk Time (s) __. .... ;lash t3ant Walk(s)„ G cle Len th..:. 80 Control Type Actuated-Coordinated Offset: 45 (56%), Referenced to phase 2:NET and 6 SWT, Start of Green Splits and Phases: 3: Endicott Plaza&Route 125 62 01 a3i 4 17 Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125na.sy6 MT Page 6 vanassando-ff51 3: Endicott Plaza & Route 125 2006 No-Build Weekday PM 5/9/2001 �9.f'///x'l ,i�l�/'?" F��'/'/� ✓� J.Y7 j`.,fN� y� � * F may/ � ( �� ��_� � ,�E����j43�lrf�L4J � , Lane Configurations '� `� t1 ideal Flow(vphpl) 1900 '1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 12 11 11 11 11 11 11 11 11 11 Total Lost time(s) 4>9 9.0 4.0 4.0, 4 0� 4.0 � � 4.0 " 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1 Frt 1 AO 0.85 1.00 0 95 .00 0,99' 1.00 1.0G Fit Protected 0.96 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Olow(prot) 17797 1583 1711 1722 1711 3382, 1711"' 3405� Fit Permitted 0.73 1.00 0.36 1.00 0.95 1.00 0.95 1.00 5atd.Flow(perm) 1364 ; 15$3, 645 1722 1711 , 3382 1711 3405 Volume(vph) 173 11 127 48 5 3 93 991 81 4 847 27 Peak-hour factor,PHF ' 0A 0.90 0:90 0.90 0.90 0.90 0:90 0.90 0 90 0.90 `0 90 0.90 Adj. Flow (vph) 192 12 141 53 6 3 103 1101 90 4 941 30 Lane Group Flowl(vph) 0204 ' 141 53 9 1 1 0 103 1101 0 49710 Heavy Vehicles (%) 2% 2% 2% 2% 2% 0% 2% 2% 2% 2% 2% 2% Turn Type pm+pt Perm pm+pt Prot Prot Protected Phases 7 4 3 8 5 2 1 Permitted Phases. A Actuated Green, G (s) 112 13.2 20.6 20.6 7.0 37.4 5.0 35.4 Effective Green,g (s): 15.2 15.2 22.6 22.6 8.0 39.4 6.0 37.4 Actuated g/C Ratio 0.19 0.19 0.28 0.28 0.10 0.49 0.08 0.47 Clearance Time�(s) 6.0 6.0 5:0 6.0 5.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(uph) -259, . 801 228 486 171 1666 128 :1592 v/s Ratio Prot c0.01 0.01 0.06 c0.35 0.00 v/s Ratio Perris c0a 5:' 009 006� v/c Ratio 0.79 0.47 023 0.02 0.60 0.71 OA3 0.61 Uniform®ela:,d1 . . ' 30.928.8 21.7 2tJ.7 34 5" ,15.9 34�.3 :, 15 9, Progression Factor 1.00 1.00 1.00 1.00 0.78 0.54 1.00 1.00 Incremental Delay,d2 14.6 1;2, 0.5 0.0 _ 4.8 2;2 Delay(s) 45.4 30.0 22.2 20.7 31.6 10.8 34.4 17.6 Level of Service D C, C C , C B C B` Approach Delay(s) 39.1 22.0 12.4 17.7 i�lpproachLfJS D' C %ys�."., �a,„��yr{?�,q`ys'y f''�,,:.:/ r�.,,^.`5'"�'X /x."/../�r��y, ,.+r�s'�..'�`.�� � i ,'r`�ti: r���/�?�r�L'y�c .� f��,�'��.���S,p✓�� ^"�fr''y'..a°y,s, /i�4'�� �"'. /IG��'a�.,GH.?;i� f ��4{ ..�'� :i Iv/��`,.!-✓"�ig���J F��ssr i"✓/�N,,,/r�,.,! ,r��f��✓f'��i,`s,,,' � �J��„i� ����'/ ,//�, ,b/��� � ,�, HCM, verage Control Delay` 1$.0 HCM Level of Service B� HCM Volume to Capacity ratio 0.68 Actuated Cycle Length (s) 80.0 Sum of lost time(s) 12.0 Intersection Capacity Utilization 64.6% ICU Level of Service B c Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125np.sy6 MT Page 5 vanassando-ff51 3: Endicott Plaza & Route 125 2006 No-Build Weekday PM 5/9/2001 n Movement SWL NET WBL EBTL NEL SWT EBL WBTL v. Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall„Mode Min Could None Nflr►e Mine Coord ;None None -: Maximum Split(s) 9 42 9 20 14 37 46 Ia 9 20 11'l° 53.10 11 l0 25 fo 18/0 11 /0 251Q 1VIaXlrrl[11r1 Spill(°l°} ° ° ° ° Minimum Split(s) 9 10 9 10 9 10 9 10 Yellow=Time,(s) 4 4 4 4 4 4 4 4 All-Red Time(s) 1 2 1 2 1 2 1 2 M�rtrmum ln�tial s ';4 - 4 4 4 4 4 4 � Vehicle Extension (s) 3 3 3 3 3 3 3 3 Nf►n�murn GaP,{s�..... � 3 ': 3 .. . . 3......< 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 7 erne To Reduce(s} 0 Walk Time (s) Fh'Dont Walk las (s) Control Type Actuated-Coordinated to 0; 60 ' Offset:44 (55%°), Referenced to phase 2:NET and 6.SWT, Start of Green Splits and Phases: 3: Endicott Plaza& Route 125 o #— m8 Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125np.sy6 MT Page 6 vanassando-ff51 3: Endicott Plaza & Route 125 2006 Build Weekday AM 5/9/2001 �' -� --i• amp 'C��' p� p'�� ��' �t �..�' jJ�T► tl^�^ �`�'j Mcj'y'�err�eri�`� s���� a--�� ���y k.7���i1yA�?i3��i'GZ' 1:x���i�1.YY�,1'�G<11t�Lr''�N,'�jl.;!7,�%�r�✓'�FY�����Y h�� YY����il,'� �X Lane Configurations Ideal Flow(vphpl)_ ._7900� 1900 19�00�. 1900` a9D0 "1900 1900 1900 1900 �1900 ;1900:' !-1900 Lane Width 12 12 12 11 11 11 11 11 11 11 11 11 Total Lost time(s) 4.0 4.0 4.0: 4.0 4 0 4.0 4:0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Fr( 1:00; 0.85 : .1 M0 , 0.94 , 1.00 0.99 1.00 - �1.00. Fit Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow.(1*6t) : 177T 1583 , 1,711. 1709 . 1711 3397 , 1711 3411 Fit Permitted 0.75 1.00 0.43 1.00 0.95 1.00 0.95 1.00 Satd,�Flow(perrn), 14.04 . 1583 .. 783 1709 1711 3397 1711 3411 Volume (vph) 43 2 29 106 10 6 109 670 33 2 1255 25 Peak-hour facto{;PHA (3.900=90 �> 0:90 . '090 0 9fl0;90 t1:90 0.90 : 0.90 0 90 , .0.90 0.9Q Adj. Flow(vph) 48 2 32 118 11 7 121 744 37 2 1394 28 Lane Group Flow(Vph) 0 -SO, . 32 ; 118= - <18fl ,781 0 2 1422 = U Heavy Vehicles(%) 2% 2% 2% 2% 2% 0% 2% 2% 2% 2% 2% 2% Turn Type �mfpt Perm prn+pt _ Prot Prot Protected Phases 7 4 3 8 5 2 1 Permjtte6 Phases: =4 4 8 :< 6 Actuated Green, G (s) 3.2 3.2 12.2 12.2 7.2 45.8 5.0 43.6 Effective Green,g(s) 5.2- _5.2, . 142 2 14 8.2 �47 8 6.0,' 45.6 Actuated g/C Ratio OA7 007 0.18 0.18 0.10 0.60 0.08 0.57 Clearance Tlrrie.(s) 3.0 6.0 0 6 0 50 6.0.; : : 50 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane OrpCapeupi)` �_91 .t03 �:197°.. 303 i75 2030128 , t944 v/s Ratio Prot c0.04 0.01 c0.07 0.23 0.00 u/iFl jo-Perm . 0 04 _0 02 c0r07 0.42 v/c Ratio 0.55 0.31 0.60 0.06 0.69 0.38 0.02 0,73 Unifor n Delay,:d1 , 36 3 " ,,35.7 29 2 27 3, M 7�' 8.4 Progression Factor 1.00 1.00 1.06 1.00 0.77 0.74 1.00 1.00 Incremental:gelay;.d2 6:6,. 1 7 : ,8 0 1�, 10:4; 0.5 . 00 2.5 Delay (s) 42.9 37.4 34.0 27.4 37.2 6.7 34.3 15.2 Level tifService D, , - D C . C .' _ : D A :? C B Approach Delay(s) 40.8 33.1 10.8 15.2 Approa ch "0 D� C 8;, B, f,���Y?rt�� .d3��, r '.' ay ,,., u,��r..,,,✓��•�-.�F,Y„�1 i� �r �a�ir�.<��/�� '�,i.,`.,G'�. �sg.,', � � � HCM Average Control Delay 15 4: HCM Level;of Service B. HCM Volume to Capacity ratio 0.69 ctuafecl Cycle Length 80.0 . Surd of,losttime(s) 120. Intersection Capacity Utilization 69.3% ICU Level of Service B c Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125ba.sy6 MT Page 2 vanassando-1151 3: Endicott Plaza & Route 125 2006 Build Weekday AM 5/9/2001 9 Y F» ..�...�._.m��'„'t,'?�`,� _.,__-_.h�n�_.___�iy�� .....x-.�...✓fz r._,;,_._d<.' d.__,. ... Movement SWL NET WBL EBTL NEL SWT EBL WBTL Lead/Lag Lag Lead Lead Lag Lead .. :Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode:: Min ,Coord ;None None :,Ncne .Coord one ,on -. Maximum Split(s) 9 51 10 10 14 46 9 11 Maximum Split(%}.,=! 1 I?lo 64° „ -.13°t° 13°I° i 8°1° 58°I° i 1°I° 14°l r , Minimum Split(s) 9 10 9 10 9 10 9 10 Yeltvvu::Tirne;(s} All-Red Time(s) 1 2 1 2 1 2 1 2 M►ni'Oty tni#ial(s) 4 4 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 7�meTo Reduce(s} 0 0 0 Walk Time(s) Flash Dont-Wakk( Cycle Length i = $0` , Control Type Actuated-Coordinated Natural:Cycle 60 Offset: 45 (56%), Referenced to phase 2:NET and6.SWT,Start of Green Splits and Phases: 3: Endicott Plaza& Route 125 02. 01 03 o4 J m5 m6 — o7 og Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125ba.sy6 MT Page 3 vanassando-ff51 3: Endicott Plaza & Route 125 2006 Build Weekday PM 5/9/2001 Lane Configurations ' '� i '� tI> Ideal i=fow(Vphpl) 19D0 . 1900=; 1,900 1900 1900 1900° 1900.. 19D0 1900 1900 ,19D0 1900 Lane Width 12 12 12 11 11 11 11 11 11 11 11 11 Total.lost#ime(s). 4.0.- 4.0 4.0 4.fl 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Fit"" rt 0:35,. ,: 100 : :0'�94: '�.' ,fl0Q.9±3 1.00 Rt Protected 0.96 1.00 0.95 1.00 0.95 1.00 0.95 1.00 a'4)d.,Fiow(prot) 1779 1583 , ;1711 1706 , .. 1711 ` 3383 1711 3407 Flt Permitted 0.73 1.00 0.36 1.00 0.95 1.00 0.95 1.00 atd:Flovu(p+Yrm) 1353 `1553; 645' 1706' ;- . _;� 7711 3383 1,711 3407 Volume (vph) 173 11 127 48 5 4 93 1014 81 6 936 27 Peak=hour fac#or, PHF {3.9fl (3.9fl (3.90 09fl . . 0.90 0 9D. t 90 ?- D,90 0.9fl 0:90 0.90 = 0.9D Adj. Flow(vph) 192 12 141 53 6 4 103 1127 90 7 1040 30 Larte Croup Plow{vph) 141 „ =.53; 1 D : fl ,,103 :1 17 0 1070 : b Heavy Vehicles (%) 2% 2% 2% 2% 2% 0% 2% 2% 2% 2% 2% 2% Turn Type pm+p# Perris= pm+pt Prot~ Prot Protected Phases 7 4 3 8 5 2 1 Permitted'}phases �, 4 : - 4 8 6 Actuated Green, G (s) 13.2 13.2 20.6 20.6 7.0 37.4 5.0 35.4 Effective Green, (s} 15.2 ;`1.5.2_ 22-6 ..22 6 � 8A 39.4 6_0 37.4 Actuated g/C Ratio 0.19 0.19 0.28 0.28 0.10 0.49 0.08 0.47 Clearance ime (s} fi.fl 0� 5.0 6 0 'S.0. '6.fl� ' 5.0 6.0 Vehicle Extension (s) 3.6 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Larie.rarpCap(uph} � 259 °,482171 ';1fi6125�, 1593 . _; v/s Ratio Prot c0.01 0.01 0.06 c0.36 0.00 v/s atio Perris, "c0:15, R 0 09 O D6 _ 0, . v/c Ratio 0.79 0.47 0.23 0.02 0.60 0.73 0.05 0.67 Uniform Defay,`d1�� � 30,9;� �,2$8 21 7 2�7 � ' �34 5 16 1`. :' 34.4 Progression Factor 1.00 1.00 1.00 1.00 0.77 0.54 1.00 1.00 Iricrerr)ent'I Llelay, 1.2 0 5 , =D 0 4 8„ _ 2.3 .0.2 2 3 Delay (s) 45.4 30.0 22.2 20.7 31.4 11.0 34.5 18.8 a evel ofService D :;C. _G C. w C.' ` B C, . B.,% _. Approach Delay(s) 39.1 22.0 12.6 18.9 Approach L0S HCM Average Coiitro!De[aji 18 5. HCM Leve!of Seivice B HCM Volume to e Capacity ratio 0.70 (s umoos 2.0ActuatedCc t Intersection Capacity Utilization 65.3% ICU Level of Service B c Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125bp.sy6 MT Page 2 vanassando-ff51 3: Endicott Plaza & Route 125 2006 Build Weekday PM 5/9/2001 74 Movement SWL NET WBL EBTL NEL SWT EBL WBTL LeadlLag La lead; Lead ; g „Lg,_ ,Lead = Lag;;Leead ;Lag Lead-Lag Optimize "Yes Yes Yes Yes Yes Yes Yes Yes Recalf;Mode Mir>: Cooed: None Mine.: None Cooed Non e ,None Maximum Split(s) 9 42 9 20 14 37 9 20 Max►rnum Split{°fo) 11.bf° 53% ':1..1'% 25°l0 18°l0 Minimum Split (s) 9 10 9 10 9 10 9 10 Yellow Time (s) All-Red Time (s) 1 2 1 2 1 2 1 2 Minimum In�tiaf s 4 ; 4, 4, .. 4 4 ; 4 4 ( ).... . ._. 4 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time:To Reduce{s} fl 0 Q . �, O ;" 0 0 0 0 Walk Time (s) as Dont 1Nalk(s) .s' {✓yaY'c �,,rr v r 5 1,�.� m z' a.� �r'9d" rr _.. Cycle length Control Type Actuated-Coordinated Natural Cycle .6Q. Offset:44 (55%), Referenced to phase 2:NET and 6:SWT, Start of Green Splits and Phases: 3: Endicott Plaza& Route 125 e2 I � m1 Ar 03 7,-* v4 m5 06 m7 08 Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125bp.sy6 MT Page 3 vanassando-ff51 Osgood Street at Great Pond Road 2: Route 133 & Route 125 2001 Existing Weekday AM 5/s/2oo1 7t // i .,"" tp� \�/p >i t�)t / it�' �}y� � �i/�.a, „'.r'"iYj'%/6 ,r' °N 1 ypr//-,✓F'�. I�rJY,el'a12�Ti � ,1,c/! Wt.Lj 7f,gi„?R. �lwT iYt4 Lane Configurations tt Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width 16 12 12 12 12 11 Total Lost time(s) 4'.0 4.0 4.0 Lane Util. Factor 1.00 0.95 0.95 Frt ' 1.00 1.00 1.00 Fit Protected 0.95 1.00 1.00 Said.Flow,(prot) 2006 3539 3418 Fit Permitted 0.95 1.00 0.91 Satd. FIoW(perm) 2006 3539 3129 Volume (vph) 390 0 571 0 43 1253 Peak-hourfacior, PH`F- 0.94 .94 0 95 0 95 0:88 0.88 Adj. Flow (vph) 415 0 601 0 49 1424 Lane Group Flow(vph) 415 0 601 0 0 1473 Heavy Vehicles (%) 2% 0% 2% 0% 0% 2% Turn Typo Perm Protected Phases 7 2 6 Permitted Phases 6 Actuated Green, G (s) 21.0 37.0 37.0 Effective Green,g (s) 23.0 39.0 39.0 Actuated g/C Ratio 0.33 0.56 0.56 Clearance Time (s) 6.0 6.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap(vph). 659 1972 1743, v/s Ratio Prot c0.21 0.17 v/s Ratio.Perm c0.47 v/c Ratio 0.63 0.30 0.85 Uniform Delay„d1 19.9 8.3 1&0 Progression Factor 1.00 1.00 1.00 Incremental Delay,d2 4.5 0.1 5.2 Delay(s) 24.4 8.4 18.2 Level of Service C A 13 Approach Delay (s) 24.4 8.4 18.2 Approach LOS ; C 'A B HCM Average Control.Delay 1';6.9 HQM Level of Service B; HCM Volume to Capacity ratio 0.77 Actuated Cycle Length (s), 70.0 Sum of lost time(s) 8.0 Intersection Capacity Utilization 90.4% ICU Level of Service E c Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125xa.sy6 MT Page 1 vanassando-ff51 2: Route 133 & Route 125 2001 Existing Weekday AM 5/9/2001 W Movement NET SWTL WBL Lead-Lag Optimize Recall Mode None NiaX Max Maximum Split(s) 43 43 27 MaXfmUl'il.spl4t:-(°f) 61%0 61°la 39�1a Minimum Split(s) 22 22 22 Yellow Time(sj 4 4.. 4. . All-Red Time(s) 2 2 2 Mfnirnurn}nrtial'(s) 4, 4 462, Vehicle Extension (s) � 3 3 , ,3 Minimum Time Before Reduce (s) 0 0 0 Tfine.To Reduce .,. Walk Time (s) 5 5 5 Flash.Dont Walks 11 11 11 Cycle Length 70.. .. . _... Control Type Semi Act-Uncoord Natural Cycle 60 Splits and Phases: 2: Route 133& Route 125 !I o2' ,i 06 m7 Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125xa.sy6 MT Page 1 vanassando-ff51 2: Route 133 & Route 125 2001 Existing Weekday PM 5/8/2001 1r 2✓ �r s��Fp/ �✓✓ �,✓ 4✓✓✓ t� is � ✓ ✓ .�.��i'��''"i��✓;e✓�y%���i/ MrJYe„rpent , ✓< ✓✓ WBLWliff �1 5 SVVT✓, . Lane Configurations +Tt Ideal Flow(vphpl), 1909 1900 1900 1900 1900 1900 Lane Width 16 12 12 12 12 11 Total Lost time(s) 4 0 4.0 4.0 Lane Util. Factor 1.00 0.95 0.95 Frt 1:00. " 1,00 100 Flt Protected 0.95 1.00 1.00 Said.Flow (prat) 198'6: 3610 3470 Flt Permitted 0.95 1.00 0.64 Satd. Flow (perm) --. 1986. 3610 2246 Volume (vph) 189 0 1059 Or' 78 744 Peak-dour factor;PHP 0:77.,. 0.77 0.36 0.86, 0s92 0.92 Adj. Flow (vph) 245 0 1231 0 85 809 Lane Group Flow(vph) - 245 0 1231 0 0 894 Heavy Vehicles (%) 3% 0% 0% 0% 1% 0% Turn Type Perm Protected Phases 7 2 6 Permitted Phases 6 Actuated Green, G (s) 23.3 28.5 28.5 Effective Green,g (s) 253 1 30.5 30.5 Actuated g/C Ratio 0.40 0.48 0.48 Clearance time(s). ! 6.0. 6A 6.0 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) _ 788 1726 1074 Ws Ratio Prot c0.12 0.34 vls Ratio,Perm 60.40 v/c Ratio 0.31 0.71 0.83 Uniform Delay,d1 13.3 13.2 Progression Factor 1.00 1.00 1.00 incremental Delay,,d2:'. A.4, `5.6 Delay (s) 14.3 14.6 20.1 Level of Service.;,., B B, C Approach Delay(s) 14.3 14.6 20.1 Approach LOS B B C , ,- ? .'^,r r "`�,� z ✓,:r r'a n '✓ .r✓' r ,& rry .✓ ifi ,fie '' i'✓✓✓ / ( ✓�' � ,� 'a /'� ✓r r"/✓ ri .✓✓ ✓ ✓j tntr�9ct� lrn i rl r✓ ✓ 3„f. .F ✓ fir " HCM Average Con Delay 16:6 ` ` HCM LeveP:of Service .B HCM Volume to Capacity ratio 0.60 Actuated Cycle Leng#h {s): 63.8 Surd of lost!time (s) 8.0 Intersection Capacity Utilization 82.5% ICU Level of Service D c Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125xp.sy6 MT Page 1 vanassando-ff51 2: Route 133 & Route 125 2001 Existing Weekday PM 5/9/2001 OWN Movement NET SWTL WBL Lead%Lag Lead-Lag Optimize . RecaIl:Mode"° Norie None • ,Max �. Maximum Split(s) 41 41 29 Max►m m Split(°l� 59°!0 59°fin 4#°fa21 Minimum Split(s) 22 22 22 YellowT�me"(s} 4 4 4 All-Red Time (s) _ 2 2 2 Mm�riium lnita'f s 4,, �4 ;4 Vehicle Extension (s) 3 3 3 Mm�mcm Gap"(s} 3 3 3 Time Before Reduce (s) 0 0 0 Time"Tc►Reduce (s)." . 0 (? _.;"Q Walk Time (s) 5 5 5 e dash Dons V1lalk r. u Cycle Length;: 70 Control Type Semi Act-Uncoord Natural Cycle 55 Splits and Phases: 2: Route 133& Route 125 .* m2 ` m6, Lq7_ Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125xp.sy6 MT Page 1 vanassando-ff51 2: Route 133 & Route 125 2006 No-Build Weekday AM 5/9/2001 Lane Configurations '� �`�`, ��` ideal i=lovu,(vptpl) 1900 19Q0 1900 1900 19Q0 1900 Lane Width 16 12 12 12 12 11 Total Lane Util. Factor 1.00 0.95 0.95 pit, 1.Q0 � `.1.(�0 , , `., 100 Flt 11 Protected 0.95 1.00 1.00 a#d. lovu,(Prot) 2006 . .._ 3539. .. 3418 Flt Permitted 0.95 1.00 0.89 Said.Flow-(perrrm). ,. 20Q6 . ; 3539 3059 Volume (vph) 430 0 728 0 49 1412 Peak-hour fac#or,:Pt F 0.90 0'' . 0,50 II,90, 0 90' t3.90 Adj. Flow(vph) 478 0 809 0 54 1569 Lane Group ow{,rpC) % 478 ' fl.' ,.800 fl 0 1623 Heavy Vehicles (%) 2% 0% 2% 0% 0% 2% Turn Type Perm Protected Phases 7 _ 2 6 Permitted Phases 6 ' Actuated Green, G (s) 21.0 47.0 47.0 Effective Green,g(s) 23.0 4'a 0 49.fl Actuated g/C Ratio 0.29 0.61 0.61 Glerance Time(s) 6.0 f?0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 Larte:Gip Ca (up ) 577218 1874 v/s Ratio Prot c0.24 0.23 v/s,RatioPerri'a .e(.53 ' v/c Ratio 0.83 0.37 0.87 Ui�iforrn Deiay, di26 7 Progression Factor 1.00 0.50 0.42 Incremental Delay, Delay (s) 39.6 4.0 10.0 Level A of Seru% iee: .b . A B Approach Delay(s) 396 pp 4.0 10.0 A{�proacb LOS HCM Average Cor�tr4l Delay HCM'Le�iel HCM Volume to Capacity ratio 0.85 Actuated Cycle.Lengh{sj', Y 80 ._ Sumof;lost,time(s)0, 8:0. Intersection Capacity Utilization 103.8% ICU Level of Service F c Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125na.sy6 MT Page 2 vanassando-ff51 2: Route 133 & Route 125 2006 No-Build Weekday AM 5/9/2001 X— Movement NET SWTL WBL Lead/Lag n Lead-Lag Optimize Recall-Mode Nore: Cooed Max Maximum Split(s) 53 53 27 MaxIinurn ., Minimum Split(s) 22 22 22 YellowT�rne (s) 4 4 4 " All-Red Time (s) 2 2 2 Minimum Initial(s) ..` . 4.., 4.. 4 Vehicle Extension (s) 3 3 3 Mirr�mum Gap:;(s} 3" R Time Before Reduce (s) 0 0 0 T�►n:e To.Reduce (s)" Walk Time (s) 5 5 5 Flash4ontVltalk @teSet'. OL1UrCJIr_ r � Cycle Control Type Actuated-Coordinated Natural Offset: 68 (85%), Referenced to phase 6:SWTL, Start of Green Splits and Phases: 2: Route 133& Route 125 m2; mG, m7 Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125na.sy6 MT Page 3 vanassando-ff51 2: Route 133 & Route 125 2006 No-Build Weekday PM 5/9/2001 gL >(/j"�'v7�m(�✓ (- ,n�� rr��7 �, sir a�'(� c5' a^��{" ` r �r� ����y���yy. � / ��" "a` 'r/ a„!��Y� G�E��/,�F0�:.�YH.��., � ;"/1� B ��V����,IY� %��I^q��a�i��.,r,�,.. ✓ R �� n.';!iJ'1,,�� �.v,.i�7 n6., ,e .. .. .u./i✓vA Lane Configurations � �`�` ^�'�` Ideal flow(vphplJ 19Q0 ':1900' 1�00� 1900"� 1 JD0 �,�J00 :, `, Lane Width 16 12 12 12 12 11 Total Lost time(s) Lane Util. Factor 1.00 0.95 0.95 Fri 1.0 Flt Protected 0.95 1.00 1.00 Satd.Flow(prot) 2066 .�.,3539 " 3412' Flt Permitted 0.95 1.00 0.64 Said. Blow ecru Volume vp h 208 0 1242 0 97 952 Peak=hourfactor,PHF 0.90. 0:90 0:90 090 090 -0'90 Adj. Flow (vph) 231 0 1380 0 108 1058 Lane Group Flow(vpk�) 231 : : -- 0.- 43 Heavy Vehicles (%) 2% 0% 2% 0% 0% 2% Turn Typo Perm : - Protected Phases 7 2 6 Permitted Phases � 6, Actuated Green, G (s) 16.0 52.0 52.0 Effective Green,:g(s) 54,0 Actuated g/C Ratio 0.22 0.68 0,68 Clearance Time (s) :, 6 0. 0 6 0; . Vehicle Extension (s) 3.0 3.0 3.0 8ph) 48Lane GpCap 1 v/s Ratio Prot c0.12 0.39 ......... (t vIs Ratio Perch "; c 63 v/c Ratio 0.51 0.58 0.78 Uniform Delay,d1 ' j 27 2 6 9 9 0 Progression Factor 1.00 0.86 0.87 Incremental Delay,d2. 4.1 Delay(s) 31.3 6.1 11.5 Level of Service Approach Delay(s) 31.3 6.1 11.5 Approach LOS ;. , C`. r r �r�tk2��SPr�i'tlf3rt Sl.��►���>'�� ��� .,-:,., :' �� ..�.` ,���,a, r� HCM Average Control Delay 10 4 HCM LeVel`of Service B- HCM Volume to Capacity ratio 0.72 Actuated Cycle Length (s) 80 4� Sum of lost time(s) 8.0 Intersection Capacity Utilization 93.3% ICU Level of Service E c Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125np.sy6 MT Page 2 vanassando-ff51 2: Route 133 & Route 125 2006 No-Build Weekday PM 5/9/2001 Movement NET SWTL WBL Lead-Lag Optimize Recait fVlode Nare Cciord Max . Maximum Split(s) 58 58 22 xrm Maum Spit{°l°) 73°l° 73 Minimum Split (s) 22 22 22 YNt�tnTrme(s} 4 4 All-Red Time (s) 2 2 2 Mrnrmurn lnrtral{s) 4 ;,4.,.. :4 Vehicle Extension (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 Trine To Reduces 0 0 0 Walk Time (s) 5 5., 5 �lash;Dont Waik(s)a : 11 `11 `11 J C cyle .., , g_ Control Type Actuated-Coordinated Nattrrat;Cycle- 65 '. ;. Offset: 69 (86%), Referenced to phase 6:SWTL, Start of Green Splits and Phases: 2: Route 133&Route 125 m2 06 o7 Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125np.sy6 MT Page 3 vanassando-ff51 2: Route 133 & Route 125 2006 Build Weekday AM 5/9/2001 a, Lane Configurations tt Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width 16 12 12 12 12 11 Total Lost'time(s) 40 , 4•fl Lane Util. Factor 1.00 0.95 0.95 Frt 1.00 1.00 100' Fit Protected 0.95 1.00 1.00 Satd:Flow(prot) 2006 3539': 3418 � Fit Permitted 0.95 1.00 0.88 Satd. Flow (perrri) 2006 ` 3539 3017 Volume (vph) 430 0 808 0 51 1429 Peak-hour fac or,PHFF 0.9D 0.90, 0.' 0 0.J0 U:90: D 90 Adj. Flow(vph) 478 0 898 0 57 1588 Lane Group Flow(vph) 478 . `0 898. 0 : .::0 A645 . Heavy Vehicles (%) 2% 0% 2% 0% 0% 2% Turn Type �Perrri Protected Phases 7 2 6 Permitted Phases Actuated Green, G (s) 21.0 47.0 47.0 Effective Green,g (s), 23 0. 49.0 49.0 Actuated g/C Ratio 0.29 0.61 0.61 Clearance Time(s) 60 6 0 6.fl Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Gap'(vph) 577.`. 2168 . 1848 ; v/s Ratio Prot c0.24 0.25 v/s Ratio Perm c0.56 v/c Ratio 0.83 0.41 0.89 Uniform Delay, d1 267 8.0. 13 2 ` Progression Factor 1.00 0.51 0.52 Incremental D'elay,,d2 129 Delay(s) 39.6 4.2 12.6 LeveCof Service D A B Approach Delay(s) 39.6 4.2 12.6 Approach LOSD A .. r,:y li,'� '�m,7„/,.,i���.� 'k'.5,�,.ta�':��.���✓� r�r���"v'J".�e.' i'�� �3%���a� �� z� ,a, HCM Average:Control D.elay', 1.4.4 HCM C evel off Service . B HCM Volume to Capacity ratio 0.87 Actuated CycieLength (sj 80.0. Sum�f lostaime 8.0 . Intersection Capacity Utilization 106.8% ICU Level of Service F c Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125ba.sy6 MT Page 2 vanassando-ff51 2: Route 133 & Route 125 2006 Build Weekday AM 5/9/2001 X /r`;>,. Jam' rrcc Movement NET SWTL WBL LeadlLa Lead-Lag Optimize Recall=Mode Norm Coorbl Max {Maximum [Split (s) 53 53 27 Maximum Spirt(P/O}, ;. . .66��0 66p1P 34P/P Minimum Split(s) 22 22 22 YellouvTune s)• 4 -4 All Red Time (s) 2 2 2 Minimum lrntialr(s} 4 4 4 Vehicle Extension (s) 3 3 3 Minimum Ga s( } -� 3 R . . ..�,. 3 Time Before Reduce (s) 0 0 0 Time To Reduce(s} 0 p Walk Time (s) 5 5 5 Elasli Pont Walk Cycle Length:: Control Type Actuated-Coordinated - NaturaC Cycle 70 Offset: 68 (85%), Referenced to phase 6:SWTL, Start of Green Splits and Phases: 2: Route 133&Route 125 02 m6 07 Proposed Lawrence Airport Industrial Park S:\.lobs\3079\route125ba.sy6 MT Page 3 vanassando-ff51 2: Route 133 & Route 125 2006 Build Weekday PM 5/9/2001 {J��ra.�: / .+�%r'��r �1��1� ,,r�irirr- i�ir,F�i.,ri Lane Configurations tt '� Ideal Flow(vphpl) 1900 , 1900 1900 19M 1900 1900 Lane Width 16 12 12 12 12 11 Total Lost time(s) 40. 4.0 4.0 Lane Util. Factor 1.00 0.95 0.95 Frt 1.00 . 1,00.. 100 Fit Protected 0.95 1.00 1.00 Satd;Flow(0 rot) 20063539 3412 Fit Permitted 0.95 1.00 0.62 Satd:Flow(perm} . 2006 .. 3539 2141 Volume (vph) 208 0 1263 0 106 1032 Peak=hour factor;PHF Os0 0:90 0.90 . 090 090 0.90 Adj. Flow(vph) 231 0 1403 0 118 1147 Lane Group Flow{vph) 231 0 1403' fl - 0 1265. Heavy Vehicles (%) 2% 0% 2% 0% 0% 2% Turn Type Perm, Protected Phases 7 2 6 Permitted Phases 6 Actuated Green, G (s) 16.0 52.0 52.0 Effective Green,g (s) 18i0 54.0 54.011, Actuated g/C Ratio 0.22 0.68 0.68 Clearance,Tirn 0 e (s} 6 6.0 ;6.0 Vehicle Extension (s) 3.0 3.0 3.0 Lane Crp Ca u 451389 145 (vph) v/s Ratio Prot c0.12 0.40 c0.59 vls Ratio Perris'' v/c Ratio 0.51 0. . 59 0.88 ljni#orm Delay d1: -27 2 7.0 10.3 Progression Factor 1.00 0.88 0.87 Iricreinntal Delay,,d2 41.` 0.2 6.7. Delay(s) 31.3 6.4 15.6 Level of Service B Approach Delay(s) 31.3 6.4 15.6 Approach:LUS - C': �.A. . B �, #T?�5,,.,�r,�t� ���f�., +ri'3!> �%r��' r�,''`' ,��x' '/,r_��r��6r .,F'.�;';s',w?.s ; „e'�r..,*�. �P��i��%XF� ��'�/�'r.�f�/.✓rr�i���.r���t�`r,�-,'`ry+.'f'.'9',�a .,s u ;?� ..,, HCM Auerage,Conroi Delay. ,12.4 HCM Level of Service B HCM Volume to Capacity ratio 0.78 Actuated Cycle Length (s) '80.0 Sum';of lost time(s) 8.0 Intersection Capacity Utilization 96.7% ICU Level of Service E c Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125bp.sy6 MT Page 2 vanassando-ff51 2: Route 133 & Route 125 2006 Build Weekday PM 5/9/2001 Movement NET SWTL WBL LeadlLag . . . . Lead-Lag Optimize Recalf"Mocfe" None Coortl Max„ Maximum Split(s) 58 58 22 Maximum Split(°fo) 73°l0 73°In 28°�d Minimum Split(s) 22 22 22 All-Red Time (s) 2 2 2 Minimum in tia {s)......... ... .....` 4 Vehicle Extension (s) 3 3 3 Minimum Gap,( ? 3 3 3 Time Before Reduce (s) 0 0 0 Tirne t o Reduce O 0 0 Walk Time (s),.. 5 5 5 Piasti Dont Walk{s).`:' 11 11" 11 Cycle ten Control Type Actuated-Coordinated Naiurel Cycle. "." 75 Offset: 69 (86%), Referenced to phase 6:SWTL, Start of Green Splits and Phases: 2: Route 133&Route 125 ,m2 ` 06 AC m7 Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125bp.sy6 MT Page 3 vanassando-ff51 Osgood Street (Route 125/Route 133) at Sutton Street 5: Sutton Street & Route 125 2001 Existing Weekday AM 5/8/2001 M,oveinent... 1 Lane Configurations tt Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width 11 12 12 10 12 12 Total Lost time(s) 40 4.0 4.0 Lane Util. Factor 0.97 0.95 0.95 Frt 0.98 1, 1.00 0 94 Fit Protected 0.96 1.00 1.00 Satd. Flow (prot) 3327 3287 3366 Fit Permitted 0.96 0.71 1.00 Satd.'Flow(perm) 3327 2359 3366 Volume (vph) 343 40 39 422 959 678 Peak-hour factor, PHF 084 084 0.89 089 094 0,94 Adj. Flow (vph) 408 48 44 474 1020 721 Lane Group Flow (vph) 456 0 01 18 1741 0 Heavy Vehicles (%) 1% 0% 3% 2% 1% 0% Turn Type custom Protected Phases 3 Permitted Phases 2 2 6 Actuated Green, G (s) 12.8 33.1 33.1 Effective Green,g (s) 14.8 35.1 35.1 Actuated g/C Ratio 0.26 0.61 0.61 Clearance Time (s) 6.0 6.0 6.0. Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 850 1430 2041 v/s Ratio Prot c0.14 v/s Ratio Perm 0.22 M2 . v/c Ratio 0.54 0.36 0.85 Uniform Delay, d1 18.6 5.8 63, Progression Factor 1.00 1.00 1.00 Incremental Delay, d2 031 0.7 3.7 Delay(s) 19.2 6.5 13.0 Level of Service B A,. B Approach Delay (s) 192 6.5 13.0 Approach LOS B A B s z ��ti' l� ^' ' Average Control Delay 12.8 HCM Level �.. HCM� of Service B HCM Volume to Capacity ratio 0.76 Actuated Cycle Length (s) ., 57.9 Sum of lost time(s) 8.0 Intersection Capacity Utilization 71.1% ICU Level of Service C c Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125xa.sy6 MT Page 2 vanassando-ff51 5: Sutton Street & Route 125 2001 Existing Weekday AM 5/9/2001 Movement NETL EBL SWT LeadlLag Lead-Lag Optimize Recall Mode,, Max Noie None Maximum Split (s) 39 31 39 Max[rrium Split{%) 56°l0 44°la 5600 Minimum Split(s) 22 22 22 All-Red Time(s) 2 2 2 M[n[mum In[t[,al{s) Vehicle Extension (s) 3 3 3 Time Before Reduces [meTo Redpce(s)�>�. .... . ..;�. . , Walk Time (s) 5 5.., 5. ..__. Flash on Walk(s) Cycle Length 70 Control Type Semi Act-Uncoord latural Cyc Splits and Phases: 5: Sutton Street& Route 125 a2 03 @6 Proposed Lawrence Airport Industrial Park S:Wobs\3079\route125xa.sy6 MT Page 3 vanassando-ff51 5: Sutton Street & Route 125 2001 Existing Weekday PM 5/8/2001 MgU,elxtefl,)"��,,.,.,,,.',a. �"`<f r EBL.. .>*E3R. .f� La,'.,NT„ •SW1',,., .SWf=i,, �;,,, ,�.'�. . y l Lane Configurations '` tt Ideal Flow(vphpl) 1900 1900 i 1900 1900 1900 1900 Lane Width 11 12 12 10 12 12 Total Lost time(s) 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 0.95 Frt 0.99 1.00 094 Flt Protected 0.96 1.60 1.00 Satd. Flow (prot), 3332 32�92 3361 Flt Permitted 0.96 0.83 1.00 Satd. Flow(perm) 3332 2739 3361 Volume (vph) 543 52 53 909 602 445 Peak-hour factor,PHF 0.951 0.95 0.91 0 91 0`.93 0.93 Adj. Flow (vph) 572 55 58 999 647 478 Lane Group Flow(vph) 627 0 0 1057 1125 0 Heavy Vehicles (%) 1% 0% 3% 2% 1% 0% Turn Type custom Protected Phases 3 Permitted Phases 2 2 6 Actuated Green, G (s) 17.1 34.2 34.2 Effective Green, g (s) 19.1 36.2 36.2 Actuated g/C Ratio 0.30 0.57 0.57 Clearance Time'(s) ', 6.0 6.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap(vph)' 1005 .1566 1922 v/s Ratio Prot c0.19 vls,Ratio Permc0>39, 0.33 v/c Ratio 0.62 0.67 0.59 Uniform Delay, d1 19.0 - 9.4 8.7 Progression Factor 1.00 1.00 1.00 incremental Delay,02 1.2 2.3 0.5 Delay (s) 20.2 11.8 9.2 Level of Service !C B A Approach Delay(s) 20.2 11.8 9.2 Approach LOS -C B A ttK�ri 1�I�1r1�a_; ���i 1, y✓s �z M w. , „ , , , „,, .-, . , HCM Average Control Delay 1 :6 HCM LeveC:of Service B HCM Volume to Capacity ratio 0.66 Actuated Cycle Length (s) _ 63.3 Sum of lost time(s) 8.0 Intersection Capacity Utilization 78.3% ICU Level of Service C c Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125xp.sy6 MT Page 2 vanassando-ff51 5: Sutton Street & Route 125 2001 Existing Weekday PM 5/9/2001 Movement NETL EBL SWT Lead/Lag Lead-Lag Optimize ,.. Recall Mod -None None , Maximum Split(s) 40 30 40 Maxim'um;S lit f° 43°I°: 57°l p (° ) ' S7°f° Minimum Split(s) 22 22 22 Ye'lloW Time All-Red Time(s) 2 2 2 Minimum Initial(s) Vehicle Extension (s) 3 3 3 Minimum Ga p {. Time Before Reduce (s) 0 0 0 Time To Reduce(s) „ .,0 0 0 x... „Walk Time (s) 5 5 5 Flash wont 1Nalk Cycle Length_ T :F Control Type Semi Act-Uncoord Natural Cy''I , 55 Splits and Phases: 5: Sutton Street& Route 125 MV 02 e3 06 Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125xp.sy6 MT Page 3 vanassando-ff51 5: Sutton Street & Route 125 2006 No-Build Weekday AM 5/9/2001 ; ,,.,,;ri3; -nEi,.,r 03�„W TT.��'!!`(�/��C ,S.......(/hira�., "9'�rT r �%'r„d';.:', YrO�,/r jl�,y� r���✓'/i j,���f yf!Y .��i�rf� y7 � ''��, MQ,1l{-'Cr��"„t�1��s ��,, �i`ut,.�,�GR.,, 's`��L.��6,.� i,�Y'�f",f'S/� '`��W/�t�`�`�s'�is��r'/�,{'�p���/�y",.���Y�a,F�rF�s%✓,�,r%�ri�hr��/�!.�r�',, 9 Lane Configurations ` ` ` Ideal Flovu(vphpl) . 10Q0- 1900-, 1900 - 1000 ' 19M .1900 Lane Width 11 12 12 10 12 12 Total Lost time(s) 40, 4.0. 4:0 Lane Util. Factor 0.97 0.95 0.95 Frf 0.99� �1.00 094 Fit Protected 0.96 1.00 1.00 Satd.Flow(prot)., 3324 3291 3320 Fit Permitted 0.96 0.67 1.00 Satd:Flow(perm) 3324: 2197 3320 Volume (vph) 419 44 43 523 1076 760 Peak-hourfactor; PHF 0.90 0.90 - 0.90 0,90 0'90 ..0:90 Adj. Flow(vph) 466 49 48 581 1196 844 Lane Group Flow(vph) 515 .0 0, 629 2040fl Heavy Vehicles (%) 1% 2% 2% 2% 2% 2% Turn Type cusforn Protected Phases 3 Permitted Phases 2 2 6 Actuated Green, G (s) 15.1 52.9 52.9 Effective Green;g(s):, 17.1 ,54.91 54.9 Actuated g/C Ratio 0.21 0.69 0.69 Clearance Time(s), ' 6,0 6.0i, 6.0 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap(vph) ,;7.)1 1508 2278 v/s Ratio Prot c0.15 u%s Ratio Perm 029, . .0 61 v/c Ratio 0.72 0.42 0.90 Uniform Delay,d1 29 3 ., 5.5 '10.2 Progression Factor 1.00 1.00 0.40 Incremental3.1 Delay(s) 32.9 6.4 7.2 Level'of Service- �'iC A A Approach Delay (s) 32.9 6.4 7.2 Approach LO C t�'�;,,,..>,: rrT,i,,.�n.-�3" �r,,.', .�; �' _1„`sa' rn'! f"i/,.�"`r.'^ `�/.,may °fj ...�Z 3"r ✓�"'_�✓{c"���s� ;.�'F,o sc;%a' l✓�✓;.a iy rr:. �,r ✓ lnt�rs�ftrr�i i S >��, .1 a���"/� � r� ��`' � �r�wr/��r,<�i� ��✓'i x�i�f�" r��yy c//r°rG �r Sq � , �"y �i�c;� ,�� HCIVI Average Control [?slay 11:2 FICM Leveliof Service B HCM Volume to Capacity ratio 0.85 Actuated Cycle Length (s) 80:0. .Sum of lost time,(s) 8A Intersection Capacity Utilization 81.6% ICU Level of Service D c Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125na.sy6 MT Page 8 vanassando-ff51 5: Sutton Street & Route 125 2006 No-Build Weekday AM 5/9/2001 � s "'�%✓1/7T�x •s' ^r ��.s yga auhffrSY°��" �i p ✓' akrbw„s'�'' ., p.,� aa 's,. 7 r r Movement NETL EBL SWT Lead/La Lead-Lag Optimize Recall.Mode .Cooed,- None Coord ` . Maximum Split(s) 58 22 58 Maxiiliurfr,Spl t,(°/fl) 73%'c 280%,, Minimum Split (s) 22 22 22 YelloviiTimeO; . 4. : 4 4� . All-Red Time (s) 2 2 2 Minimum initial(s) . 4 4: 4, Vehicle Extension (s) 3 3 3 Minimum=Gap (s). '3 3 3 Time Before Reduce (s) 0 0 0 Time_To Reduce(s) _ 0 0� 0 Walk Time (s) 5. 5 5 Hash 061if Walk(s) 11 1 f 1 Cycle Length 80 �.< Control Type Actuated-Coordinated Natural_Cycle 65 Offset: 0 0% , Referenced to( %) phase 2:NETL and 6:SWT, Start of Green, Master Intersection Splits and Phases: 5: Sutton Street& Route 125 ' m2 m3 06 Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125na.sy6 MT Page 9 vanassando-ff51 5: Sutton Street & Route 125 2006 No-Build Weekday PM 5/9/2001 ,,,,r,r, :,r . � rren"'�i�'"i �r '�Fr'. �..�!� � p^� ;, arse-�.; w ��F ✓a��yy,F^'�r�,r✓'`,," �� d/"�,-�i,�/r'���%r��cif FR/���' Lane Configurations *Tt t !deal Flow(Vphpl) 1900 " 1900 19p0 1900"" 1900""'1900 Lane Width 11 12 12 10 12 12 Total Lost time(s)" 4.0 4.0 "" -4.0 Lane Util. Factor 0.97 0.95 0.95 Frt, 0.99" 1:D0." ©.�94 Flt Protected 0.96 1.00 1.00 Sa#d.Flow{prof)", 3329 ." 3295 33�14" Flt Permitted 0.96 0.74 1.00 . . .. ............... Satd.Flow(perm) 3329 2443 3314 Volume (vph) 628 57 58 1048 740 546 Peak-hourfac#or;"FHF 0.90 0.30 . .©.90, , _0. 0 0.90 " 0 90. " Adj. Flow(vph) 698 63 64 1164 822 607 Lane Group Flown (vph) 761 'b 0'�° 1228 -1429" 0 Heavy Vehicles (%) 1% 2% 2% 2% 2% 2% Turn Type custom , Protected Phases 3 Permitted Phases 2 2 Actuated Green, G (s) 20.3 47.7 47.7 Effective Green,g(s) 22 3 �49.7 49.7 " Actuated g/C Ratio 0.28 0.62 0.62 Clearance Time (S 6.0 Vehicle Extension (s) 3.0 3.0 3.0 Lane Carp Cap:(vph)" 928 v/s Ratio Prot c0.23 vIs"Ratio Perris , cb ", E)43.:O : " v/c Ratio 0.82 0.81 0.69 Uniform Delay,d1 . 27.0 11,5 10.1 Progression Factor 1.00 1.00 0.53 Incremental Delay,d2 59. . " _ 4.8 1. . . Delay (s) 32.8 16.3 6.8 Level of Service C B Al Approach Delay(s) 32.8 16.3 6.8 Approach LOS C B" _"A" HCM Average;Control Delays 15.0 HCM.Level of,,Service_ B' HCM Volume to Capacity ratio 0.81 Actuated Cycle Length (s) 0161 Sum of lost Curie Intersection Capacity Utilization 108.1% ICU Level of Service F c Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125np.sy6 MT Page 8 vanassando-ff51 5: Sutton Street & Route 125 2006 No-Build Weekday PM 5/9/2001 Movement NETL EBL SWT Leadlhag ,:� Lead-Lag Optimize Recall,Mode Cotird `None ;Coord Maximum Split(s) 53 27 53 Maximum Split ) 6ts°Id , 34°f 66°fo Minimum Split (s) 22 22 22 Yellow Tame_(s} 4 4 4 . All-Red Time(s) 2 2 2 Mm�murn In►tial s 4 4 ; 4 _ Vehicle Extension (s) 3 3 3 Mr um,Gap;(s) =3�: ' 3 ~:.: 3 Time Before Reduce (s) 0 0 0 Time To�'Rediace ., 0 Walk Time (s) 5 5 5 Flash:Dont Walks 1 i 1 11 t � Cycle Length2 80n, Control Type Actuated-Coordinated Natural Cycle Offset: 0 0% , Referenced to phase 2:NETL and 6:SWT, Start of Green Master Intersection( ° ) P coon . Splits and Phases: 5: Sutton Street& Route 125 02 m3 m6 Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125np.sy6 MT Page 9 vanassando-ff51 5: Sutton Street & Route 125 2006 Build Weekday AM 5/9/2001 Lane Configurations +Tt tf Ideal How(vphpl) 1900'. 1900:: 1900 1900 1900 1900 , Lane Width 11 12 12 10 12 12 Total Lost time(s) 40' 4.0 4.0 Lane Util. Factor 0.97 0.95 0.95 Frt 0.99 1.00, 094 Fit Protected 0.96 1.00 1.00 Satd. Flow(prot) 3326 3292 3320 Fit Permitted 0.96 0.66 1.00 Satd. Flow(perm) 3326 2190 3320 Volume (vph) 453 44 43 569 1086 767 Peak-hour factor,PHF 0.901 a 90 0.90 0.90 0.90 090 Adj. Flow (vph) 503 49 48 632 1207 852 Lane Group Flow(vph) 562 0 01 680, 20591 0 Heavy Vehicles (%) 1% 2% 2% 2% 2% 2% Turn Type custom Protected Phases 3 Permitted Phases, 2 2 6 Actuated Green, G (s) 15.4 52.6 52.6 Effective Green, g (s) 17.4 54.6 54.6 Actuated g/C Ratio 0.22 0.68 0.68 Clearance Time (s) 6.0 6,0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap(vph) ' 723 1495 2266 v/s Ratio Prot c0.17 vls Ratio Perm_ 031 062; v/c Ratio 0.76 0.45 0.91 Uniform Delay,d1 29.4: 5.8 10.6 Progression Factor 1.00 1.00 0.41 Incremental Delay,d2 4.8 1.0 3.3 Delay(s) 34.2 6.8 7.7 Level of Service C A A Approach Delay (s) 34.2 6.8 7.7 Approach LOS C A A .. : � L�c�+} .: y � s fr ,r !��,,ixy:✓�r^ r�- �-r ��j ���r �1.������`:��,✓����,,�,7��i,,,�'� ' err - ru� ),C1��T'YY?✓LI�,�l7n'lm�r� ,,,,, ,K. ..,.�.F,. .,�., r..e v.„,,,,.., � r,���, �.._°„r�✓,.- .., / ,.'�rra,� /'�`,., .,¢�� f` HCM Average Control Delay 11.9 HCM Level'of Service � � B HCM Volume to Capacity ratio 0.87 Actuated Cycle Length (s) 80.0 Sum of lost time(s) 8.0 Intersection Capacity Utilization 83.2% ICU Level of Service D c Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125ba.sy6 MT Page 8 vanassando-ff51 5: Sutton Street & Route 125 2006 Build Weekday AM 5/9/2001 Movement NETL EBL SWT dead/Lag ," . Lead-Lag Optimize Recal(Mode .Co—or on Coorcl Maximum Split(s) 58 22 .58 Max�miam Spfift{°l°� 73°f° 28% 73°la Minimum Split(s) 22 22 22 „ elfiou�;Time 4 All-Red Time(s) 2 2 2 Mmimum fnitial(S) 4 4 4 Vehicle Extension (s) 3 3 3 M�nim,um Time Before Reduce (s) 0 0 0 TIrne To Reduce(s} 0 AD-, 0 Walk T __. ....: ime (s) 5 5 5 fi✓lasfii'-pant Cycie Length. 80 . Control Type Actuated-Coordinated yp Natural Cycfi 65 Offset: 0 (06x.),11 Referenced to phase 2:NETL and 6:SWT, Start of Green, Master Intersection Splits and Phases: 5: Sutton Street&Route 125 o2 m3 -" a6 Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125ba.sy6 MT Page 9 vanassando-ff51 5: Sutton Street & Route 125 2006 Build Weekday PM 5/9/2001 1(211 % Ottq Y � � c,✓ �;�rr' E�N / Lane Configurations +Tt tt Ideal Flow(vphpl) 1900 1900, 1900 1900 1900 1900 Lane Width 11 12 12 10 12 12 Total Lost time(s) 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 0.95 Frt; 0.99 100 0.94 Flt Protected 0.96 1.00 1.00 Satd. Flow (prot) 3329 ' 3295 3314 Flt Permitted 0.96 0.72 1.00 Satd. Flow(perm) 3329. 2373 3314 Volume (vph) 637 57 58 1060 786 580 Peak-hour factor;PHF 0:90 0.90 9.90 090 0`.90 0,90 Adi. Flow(vph) 708 63 64 1178 873 644 Lane Group Flow(vph} '771 0 0 1242 1517 0 Heavy Vehicles (%) 1% 2% 2% 2% 2% 2% Turn Type custom Protected Phases 3 Permitted Phases 2 2 6 Actuated Green, G (s) 20.2 47.8 47.8 Effective Green,g'(s)' 22.2 49.8 49.8 Actuated g/C Ratio 0.28 0.62 0.62 Clearance Time(s) 6.0 6.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grl?Cap(vph)�: ' , .924:, -- 1477 2063 v/s Ratio Prot c0.23 vis Rae,61 Perri 6052 046 v/c Ratio 0.83 0.84 0.74 Uniform Delay,tl1 27,2 = 12.0 10.5, Progression Factor 1.00 1.00 0.64 Incremental Delay,d2 ,_ `6.6 5.9 '1.6 Delay (s) _ 33.7 _ 17.9 8.2 Level of Service : C B A Approach Delay(s) 33.17 17.9 8.2 Approach LOS C B A �i .✓ /""; yi. c r' n r /x .' ram'/'..r/ a/ /� .,mom. „ir / �;:c�/ e Ir}���5�.'tI,C3,C�51��'it�3c'� i���/,��.���'';l/�/„r_.'r �n r/lrfKsi'°r ., ;�` ',�;,�,J,h�r.,,✓���SI�����r�� i`�vr'`.5�'%�ti�_//����, HCM Average Control Delay 17.2 HCM Level`of Service B HCM Volume to Capacity ratio 0.84 Actuated Cycle Length.(s) 80.0 Sum of lost time(s) 8.0. Intersection Capacity Utilization 111.4% ICU Level of Service G c Critical Lane Group Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125bp.sy6 MT Page 8 vanassando-ff51 5: Sutton Street & Route 125 2006 Build Weekday PM 5/9/2001 t INE v.,fd...4 .. ,;.r._,�n �_ ✓ Movement NETL EBL SWT Load/Lag.' . Lead-Lag Optimize Recall Mode Coord Mine Coor Maximum , _ Split(s) 53 27 53 Maximum Split Minimum Split(s) 22 22 22 yellow''Time 4 .: 4 All-Red Time (s) 2 2 2 Minimum Initials 4 4 � ) 4 Vehicle Extension (s) 3 3 3 Minimiam..Gap Time Before Reduce (s) 0 0 0 Tme To Reduce Walk Time (s) 5 5 5 Flash Dont Walk ��tP.�'s4V,1.#(�I� l�fTlt�. 9.�.� .✓:aa „/9 ,fr`,ae7 �" ,,.�".:. ,.' r��.�h� Cycle Length, - 80 Control Type Actuated-Coordinated Natural-Cycle; 60 Offset:0 (0%), Referenced to phase 2:NETL and 6:SWT, Start of Green Splits and Phases: 5: Sutton Street&Route 125 m2 f s3 06 Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125bp.sy6 MT Page 9 vanassando-ff51 VEHICLE QUEUE ANALYSIS Table lA WEEKDAY MORNING PEAK-HOUR SIGNALIZED VEHICLE QUEUES SOUTH MAIN STREET(ROUTE 125)AT THE ROUTE 125 CONNECTOR Vehicle Queue Length in Vehicles' 2001 Existing 2006 No-Build 2006 Build Approach/Lane Group Average` 95"Percentile Average 95'Percentile Average 95t'Percentile Route 125 Connector Eastbound: 5 3 5 3 Left turns 2 4 South Main Street Northbound: Left turns 2 4 3 5 3 5 South Main Street Southbound: l l Through movements 4 8 6 10 6 'Vehicle queues were obtained utilizing the Synchro intersection capacity analysis software. Assumes 25 feet per vehicle. `50"percentile. Table 1B WEEKDAY EVENING PEAK-HOUR SIGNALIZED VEHICLE QUEUES SOUTH MAIN STREET(ROUTE 125)AT THE ROUTE 125 CONNECTOR Vehicle Queue Length in Vehicles' 2001 Existing 2006 No-Build 2006 Build Approach/Lane Group Average` 95''Percentile Average 95"Percentile Average 95'Percentile Route 125 Connector Eastbound: Left turns 7 12 11 17 11 17 South Main Street Northbound: Left turns 9 13 14 18 16 17 South Main Street Southbound: Through movements 3 5 4 6 4 6 'Vehicle queues were obtained utilizing the Synchro intersection capacity analysis software. Assumes 25 feet per vehicle. `50'"percentile. 3079/Mis01000/1 Table 2A WEEKDAY MORNING PEAK-HOUR SIGNALIZED VEHICLE QUEUES OSGOOD STREET AT THE LUCENT TECHNOLOGIES NORTHERN EMPLOYEE DRIVEWAY Vehicle Queue Length in Vehicles' 2001 Existing 2006 No-Build 2006 Build Approach/Lane Group Average' 95"Percentile Average 95"Percentile Average 95"Percentile Lucent Technologies Eastbound: Left turns 0 0 0 0 0 0 Osgood Street Northbound: Through movements 0 1 0 1 0 1 Osgood Street Southbound: Through movements 0 4 0 6 0 7 Right turns 0 0 0 0 0 0 'Vehicle queues were obtained utilizing the Synchro intersection capacity analysis software. Assumes 25 feet per vehicle. 650' percentile. Table 213 WEEKDAY EVENING PEAK-HOUR SIGNALIZED VEHICLE QUEUES OSGOOD STREET AT THE LUCENT TECHNOLOGIES NORTHERN EMPLOYEE DRIVEWAY Vehicle Queue Length in Vehicles' 2001 Existing 2006 No-Build 2006 Build Approach/Lane Group Average' 95"Percentile Average 95"Percentile Average 95ih Percentile Lucent Technologies Eastbound: Left turns 3 4 3 4 3 4 Osgood Street Northbound: Through movements 4 8 6 11 8 13 Osgood Street Southbound: Through movements 1 2 1 2 1 2 Right turns 0 0 0 0 0 0 'Vehicle queues were obtained utilizing the Synchro intersection capacity analysis software. Assumes 25 feet per vehicle. b50' percentile. 3079/Miscl]000/2 Table 3A WEEKDAY MORNING PEAK-HOUR SIGNALIZED VEHICLE QUEUES OSGOOD STREET AT THE LUCENT TECHNOLOGIES SOUTHERN EMPLOYEE DRIVEWAY Vehicle Queue Length in Vehicles' 2001 Existing 2006 No-Build 2006 Build Approach/Lane Group Average' 95'Percentile Average 95°Percentile Average 95i'Percentile Lucent Technologies Eastbound: Left turns 4 2 4 2 4 2 Right turns 0 0 0 0 0 0 Osgood Street Northbound: Through movements 1 2 1 3 2 3 Osgood Street Southbound: Through movements 4 3 5 3 6 3 Right turns 0 0 0 1 0 1 'Vehicle queues were obtained utilizing the Synchro intersection capacity analysis software. Assumes 25 feet per vehicle. b50"percentile. Table 313 WEEKDAY EVENING PEAK-HOUR SIGNALIZED VEHICLE QUEUES OSGOOD STREET AT THE LUCENT TECHNOLOGIES SOUTHERN EMPLOYEE DRIVEWAY Vehicle Queue Length in Vehicles' 2001 Existing 2006 No-Build 2006 Build Approach/Lane Group Average' 95"Percentile Average 95'Percentile Average 95'Percentile Lucent Technologies Eastbound: Left turns 6 6 6 6 6 6 Right turns 0 0 0 0 0 0 Osgood Street Northbound: Through movements 5 9 8 12 9 15 Osgood Street Southbound: Through movements 2 3 2 4 3 5 Right turns 0 0 0 0 0 0 'Vehicle queues were obtained utilizing the Synchro intersection capacity analysis software. Assumes 25 feet per vehicle. b50`"percentile. 3079/Misc/1000/3 Table 4A WEEKDAY MORNING PEAK-HOUR UNSIGNALIZED VEHICLE QUEUES OSGOOD STREET AT HOLT ROAD 951h Percentile Vehicle Queue Length in Vehicles' Approach/Lane Group 2001 Existing 2006 No-Build 2006 Build Osgood Street Northbound: Left turns 0 0 0 Holt Road Eastbound: Left turns 1 2 NC' Right turns 0 0 0 'Vehicle queues were obtained utilizing the Synchro intersection capacity analysis software. Assumes 25 feet per vehicle. Not calculated. Table 413 WEEKDAY EVENING PEAK-HOUR UNSIGNALIZED VEHICLE QUEUES OSGOOD STREET AT HOLT ROAD 95`h Percentile Vehicle Queue Length in Vehicles' Approach/Lane Group 2001 Existing 2006 No-Build 2006 Build Osgood Street Northbound: Left turns 0 0 0 Holt Road Eastbound: Left turns 1 2 NCb Right turns 0 0 0 'Vehicle queues were obtained utilizing the Synchro intersection capacity analysis software. Assumes 25 feet per vehicle. Not calculated. 3079/Mi 01000/4 Table 5A WEEKDAY MORNING PEAK-HOUR UNSIGNALIZED VEHICLE QUEUES OSGOOD STREET AT BARKER STREET 95"Percentile Vehicle Queue Length in Vehicles' Approach/Lane Group 2001 Existing 2006 No-Build 2006 Build Osgood Street Southbound: All movements 0 See Signalized See Signalized Osgood Street Northbound: Intersection Analysis Intersection Analysis All movements 0 Barker Street Westbound: All movements 2 'Vehicle queues were obtained utilizing the Synchro intersection capacity analysis software. Assumes 25 feet per vehicle. Table 5B WEEKDAY EVENING PEAK-HOUR UNSIGNALIZED VEHICLE QUEUES OSGOOD STREET AT BARKER STREET 95"Percentile Vehicle Queue Length in Vehicles' Approach/Lane Group 2001 Existing 2006 No-Build 2006 Build Osgood Street Southbound: All movements 0 See Signalized See Signalized Osgood Street Northbound: Intersection Analysis Intersection Analysis All movements 0 Barker Street Westbound: All movements I 'Vehicle queues were obtained utilizing the Synchro intersection capacity analysis software. Assumes 25 feet per vehicle. 3079/Mi-J1000/5 Table 6A WEEKDAY MORNING PEAK-HOUR SIGNALIZED VEHICLE QUEUES OSGOOD STREET AT BARKER STREET AND THE ENDICOTT PLAZA DRIVEWAY Vehicle Queue Length in Vehicles' 2006 No-Build 2006 Build Approach/Lane Group Average 951h Percentile Average 95`h Percentile Osgood Street Northbound: Left turns 2 4 2 4 Through/right turns 4 5 5 5 Osgood Street Southbound: Left turns 0 0 0 0 Through/right turns 11 15 11 15 Barker Street Westbound: Left turns 2 4 2 4 Through/right turns 0 1 0 1 Endicott Plaza Driveway Eastbound: Left turns 1 2 1 2 Through/right turns 0 1 0 l 'Vehicle queues were obtained utilizing the Synchro intersection capacity analysis software. Assumes 25 feet per vehicle. b50`h percentile. Table 6B WEEKDAY EVENING PEAK-HOUR SIGNALIZED VEHICLE QUEUES OSGOOD STREET AT BARKER STREET AND THE ENDICOTT PLAZA DRIVEWAY Vehicle Queue Length in Vehicles' 2006 No-Build 2006 Build Approach/Lane Group Average 95`h Percentile Average 95 h Percentile Osgood Street Northbound: Left turns 2 3 2 3 Through/right turns 10 12 10 13 Osgood Street Southbound: Left turns 0 0 0 1 Through/right turns 8 11 9 12 Barker Street Westbound: Left turns 1 2 1 2 Through/right turns 0 0 0 0 Endicott Plaza Driveway Eastbound: Left turns 3 5 3 5 Through/right turns 0 1 0 1 'Vehicle queues were obtained utilizing the Synchro intersection capacity analysis software. Assumes 25 feet per vehicle. b50`h percentile. 3079/Misc./1000/6 Table 7A WEEKDAY MORNING PEAK-HOUR SIGNALIZED VEHICLE QUEUES OSGOOD STREET(ROUTE 125)AT GREAT POND ROAD (ROUTE 133) Vehicle Queue Length in Vehicles' 2001 Existing 2006 No-Build 2006 Build Approach/Lane Group Average 95`h Percentile Average 951h Percentile Average 95`h Percentile Osgood Street Northbound: Through movements 3 4 2 2 2 3 Osgood Street Southbound: Through/left turns 10 14 1 2 2 22 Great Pond Road Westbound: Left turns 6 10 9 15 9 15 'Vehicle queues were obtained utilizing the Synchro intersection capacity analysis software. Assumes 25 feet per vehicle. b50`h percentile. `The proposed project will add 19 vehicles to the Osgood Street southbound approach during the weekday morning peak hour(2 left-turning vehicles and 17 through vehicles). Table 713 WEEKDAY EVENING PEAK-HOUR SIGNALIZED VEHICLE QUEUES OSGOOD STREET (ROUTE 125)AT GREAT POND ROAD (ROUTE 133) Vehicle Queue Length in Vehicles' 2001 Existing 2006 No-Build 2006 Build Approach/Lane Group Average 95`h Percentile Average 95`h Percentile Average 951h Percentile Osgood Street Northbound: Through movements 7 9 5 8 5 8 Osgood Street Southbound: Through/left turns 6 9 5 5 6 17` Great Pond Road Westbound: Left turns 3 4 4 7 4 7 'Vehicle queues were obtained utilizing the Synchro intersection capacity analysis software. Assumes 25 feet per vehicle. b50`h percentile. `The proposed project will add 89 vehicles to the Osgood Street southbound approach during the weekday evening peak hour(9 left-turning vehicles and 80 through vehicles). 3079/Misc./1000/7 Table 8A WEEKDAY MORNING PEAK-HOUR SIGNALIZED VEHICLE QUEUES OSGOOD STREET(ROUTE 125/ROUTE 133)AT SUTTON STREET Vehicle Queue Length in Vehicles' 2001 Existing 2006 No-Build 2006 Build Approach/Lane Group Average 95`'Percentile Average 95t'Percentile Average 95"Percentile Osgood Street Northbound: Through/left turns 2 3 3 4 3 4 Osgood Street Southbound: Through movements 5 11 4 6 4 6 Sutton Street Eastbound: Left turns 3 4 5 7 5 7 'Vehicle queues were obtained utilizing the Synchro intersection capacity analysis software. Assumes 25 feet per vehicle. b50"'percentile. Table 8B WEEKDAY EVENING PEAK-HOUR SIGNALIZED VEHICLE QUEUES OSGOOD STREET(ROUTE 125/ROUTE 133)AT SUTTON STREET Vehicle Queue Length in Vehicles' 2001 Existing 2006 No-Build 2006 Build Approach/Lane Group Averageb 95"Percentile Average 95°i Percentile Average 95`'Percentile Osgood Street Northbound: Through/left turns 6 11 9 13 10 15 Osgood Street Southbound: Through movements 3 6 1 6 4 6 Sutton Street Eastbound: Left turns 4 6 7 10 7 10 'Vehicle queues were obtained utilizing the Synchro intersection capacity analysis software. Assumes 25 feet per vehicle. 650`h percentile. 3 o79/Mi-13 000ts 3: Route 125 Conn. & Route 125 2001 Existing Weekday AM 5/9/2001 y ,rgz,i,�. a r i'� r °s°"ff /i!i ..��t � y�F"� f. '�.. ✓lr1,j ! t� li ' L.�h „ '�z„"'Y�, ,,'_n,"f'i�""r". �. �"�wsiw-',' -'I11pu �� ,� ,�-� . Lane Group Flow (vph) 327 308 737 Queue Length 50th (ft), 49 109 Queue Length 95th (ft) 99 91 196 Internal Link Dist{ft} 20,`; 3.20 50th Up Block Time (%) 95th Up Block Tirrie{°fo); Turn Bay Length (ft) 50th Bay Block Time, 95th Bay Block Time% Queuing Penalty(veh� p/1,f/N}� 7Z e,<�'0/'7,a ,rp3,'a. jm � •=�r, l .'-713 � l�leect3f}r) i5 Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Route125connxa.sy6 MT Page 1 vanassando-ff51 3: Route 125 Conn. & Route 125 2001 Existing Weekday PM 5/9/2001 ,.'G��i �4 �3;�'�f:�,.'��r�-�L,��S.�'�1;3:L'.Yar� N4+I.✓�,'�7 � ��r�s.✓��r�,�.�a � .E�� �`'�""�^',k`�.. n�� %���' .���� �/��uf"'�. sf��� �a- - Lane Group Flow(vph) 765 965 284 Queue Queue Lerigtii 5Qth (ft 175 218 7Q Length 95th (ft) 307 327 126 in,erhal';LJn)C:©'st 50th Up Block Time (%) 95th Up:Bloclrl ime °f� 1°Io Turn Bay Length (ft) �Qttt$ay Block-iTime% ;. 95th Bay Block Time Queuing Penalty(veli);... . 'r'ri„'k'Pi 3 ^z?n^✓'^"l" -za�.9� & `� ax5" "' i s- r- mar. �ntel��e�tt`��t�ri'►ma�y����,,�,� � ,������� z� ������ � � '"� �,m'� 7" Proposed Lawrence Airport Industrial Park S:Wobs\3079\Route125connxp.sy6 MT Page 1 vanassando-ff51 3: Route 125 Conn. & Route 125 2006 No-Rued Weekday AM 5/9/2001 g,/ ��''++T :r� �°^° ri/r � -sr".�`� ��<�✓'.�'"%���,' r,Yl���i��,1,,�F� T�'r�F' +`rli',�r/ril -ny� �✓,��,ci� rar., " L.t��P.v S�i���r�N✓��o�£ar.,xifr�h ��i r �BT/�/.�,r✓i'�'��< 'r 1r��ti r,/�" ��'fri�-:-r� ,i,L� fir�°a r r�. l,i/!"�,rl/,.Gw��� �,�'✓�ii Lane Group Flow (vph) 386 361 864 Queue Length 50th.(ft, 72 '68 150. Queue Length 95th (ft) 119 115 257 Internal Link Dist(ft) 320 320 50th Up Block Time (%) 95th Up Block Time(%), Turn Bay Length (ft) 50th Bay Block Time% 95th Bay Block Time% Queuing Penalty(veh) rr r�oa/.Ci .r inferseot�a�So�rrtary����/ -irk ��•r,i r �i���''v���9���rw�'r�f9���Fn� �u 9�✓2xi��rN/,�Si,Gaf���✓�,y, Proposed Lawrence Airport Industrial Park S:Mobs\3079\Route125connna.sy6 MT Page 1 vanassando-ff51 3: Route 125 Conn. & Route 125 2006 No-Build Weekday PM 5/9/2001 Lane Group Flow(vph) 892 1204 329 Queue Length 50th (ft� 274 338 102 Queue Length 95th (ft) #415 451 148 Internal (ink.D(st(ft) ,326 320 50th Up Block'Time %) 7% '. .. 95ttt Up Block,.? Turn Bay Length (ft) 50th Ba"` Bock Time 95th Bay Block Time % Queuing Penalty(rrefa� . . . .. �r„ 'OW ._ .. 2 ,.u�����fbr!>7k d2d'�Y✓SiP/d✓Y's"Frn���7�h�clr `�' ��6' 6C9k£��'^''�i�P''r ,G�'���:��I���'��xy���� Y�r 'Y ����� r£ #i 95th;percentile volume exceeds capacity; queue may be longer Queue shown is maximum after two cycles. Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Route125connnp.sy6 MT Page 1 vanassando-ff51 3: Route 125 Conn. & Route 125 2006 Build Weekday AM II 5/9/2001 i Lane Group Flow (vph) 386 389 890 Queue Length 50th (fit) 73 75 159 Queue Length 95th (ft) 121 123 273 Internal Link Dist(ft) 320 320 50th Up Block Time (%) 95th tip Block Time,(°lo)' Turn Bay Length (ft) 50th Bay Block Time Jo 95th Bay Block Time % Queuing Penalty (yeh) �t'�'S�C'�OnS�namary `` vie .^ 1 ar ac �r��, y �' fo r��'��'� �'r'�r�, ' �rv� �'�r��'��f'9�✓������;����„' Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Route125connba.sy6 MT Page 1 vanassando-ff51 3: Route 125 Conn. & Route 125 2006 Build Weekday PM 5/9/2001 Lane Group Flow(vph) 892 1330 336 QueL ue et�gth:50tt (ff) 2Z9 393 1,;Q6 Queue Length 95th (ft) 4417 #531 151 ln l terna[;Link Dist ft 324 320 � 50th Up Block Time (%) 15% 95th Up B[ockTtme(°lo) 21,°l° 27°l° ... ._ u .. .. x .; .,., Turn Bay Length (ft) 50th Bay Bock; 95th Bay Block Time Queuing Penalty due ►) ## ,:per ceritt[e�rolume exceeds capacity queue;may.be longer _. Queue shown is maximum after two cycles. Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Route125connbp.sy6 MT Page 1 vanassando-ff51 1: Lucent Tech N. & Route 125 2001 Existing Weekday AM 5/9/2001 aler41CI17� x EBL� F LG3T r ( TR t // /✓ / lay y,a ,<y �f Lane Group Flow (vph) 24 379 1383 351 Queue Length 50th (ft), 4 - 0' 0 0 Queue Length 95th (ft) 12 13 98 10 Internal Link bist(ft); 320 1720 320 50th Up Block Time (%) 95th Up Block l ime (%} Turn Bay Length (ft) 280 50th Bay Block Time;% 95th Bay Block Time%° Queuing Penalty(veh} F.n YK ,��,.^�"'Y,d-d�;r,�w f.d' yti��',`f 'n�� //F,�`f d�"�o:_ � ��7/'� �i�✓��f rail l� .l" � l�- r;`.s" r 'Yl / i' ,^..y""✓'�s r[r r� 4' .$ � v �a✓' fir � �,/.5, lu�F-9'`r hs N:;� ^9 l�tel'.^tcut�Vr��s7�r,�m�, �i'r r a,/`�-'i r v!p(r?� �/ �� �i��f'/i'k'�'',�� �x u .f a�r,�NIr�r yy ?'d,� � .s�l✓,.�!,ri Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Lucentxa.sy6 MT Page 1 vanassando-ff51 1: Lucent Tech N. & Route 125 2001 Existing Weekday PM 5/9/2001 Lane Group Flow (vph) 378 1380 429 6 Queue Length-a0tli (ft} 8Q 11`2 24 0 Queue Length 95th (ft) 110 188 43 3 lnterriai Link Dist(tt);. 320 1720 320. �. 50th Up Block Time (%) 95th Up„Bloc irTirime. Turn Bay Length (ft) 280 50th Bay Block Time° 95th Bay Block Time % - ,....T Queuing Penalty weti)' ,i �[-r1 i�e�Aii.l���r����Fv,�✓a3..`���n�'..',2�_*..:�,.._!���I lN �;, ,'k_:., ay,,../_..,...�' °.x,'�, � � � �Y..,r.�•,P° it-Ai § f��'"�J Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Lucentxp.sy6 MT Page 1 vanassando-ff51 1: Lucent Tech N. & Route 125 2006 No-Build Weekday AM 5/9/2001 1~an�.��rau�i�������'�1�� >P�✓6r'£,1ti11��'� �� ���B}3/r ✓, KG ✓/4y N m �d��S/IY /��/ /�� /! � ���/y Z i i� ��3L/'� y_„o.�r ✓l- ..�' /✓r,,��a,rrr./aY,v�A�.u,.u,'�. �dam,,;✓l�/.�i �F,,�✓,�r.H nw/_r ri<@i.!c,.r� Lane Group Flow (vph) 24 453 1686 351 Queue LengthDth,{ft).. 4 0 : 0;. O Queue Length 95th (ft) 12 16 140 10 Internal Link Dist(ff)' - 320 1720 820 50th Up Block Time (%) §5 fi Up Block Tirrie Turn Bay Length (ft) _ 280 50th.Bay Block�Time"% 95th Bay Block Time% Queuing Penalty(ueh),' 1$?^>r„��,✓4%,?�ly,,�Pln'.F„".,r�'.%lam xr�GF.?"l�s r, ;,s 3�"r"� s� ,�.y y,:7 ram..._f.,.,6 o C} s�""",i.. ?.n". !, .'l�-"�r 1:.:'%y / ``"�i.;,nf,-r �,y':�I%1��,(s��>r� nli��StIQ �� �� � ✓�e>-c n�����fi� ��� "fir J rvr"T� ri`�/sue xi`.r�a%/ Z�{���'/�� �/%l��t, ^"��r��. �sr� r i�,r,b;��/r�f � 1 Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Lucentna.sy6 MT Page 1 vanassando-ff51 1: Lucent Tech N. & Route 125 2006 No-Build Weekday PM 5/9/2001 t I 1 � 1 .!{f •Y.s p[,�F 6r'�' y Y 1��'+ �n © ? �� `Y9 �°`/ �S/L-. ��R.` �!-�3�ie�'� ���.^ 'w�"i ` ,.af���,�'�fc} n �%�rA � ���°�G�'l�L?L.�„ si/Ii3T�� X7�a� �� t �� �~ �� ����✓�4��r^ 9�r�r�rorasos` n'��+ ���k��A �"� Lane Group Flow (vph) 378 1699 561 6 Queue Length 504h;{ff) 33 0 _ _.... Queue Length 95th (ft) 110 270 57 3 " 50th Up Block Time (%) 95t4 Up Bioc(c Time(°I°}" Turn Bay Length (ft) 280 50tfi Bay Block Time;°�°"": 95th Bay Block Time%° Queuing Penc�alty Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Lucentnp.sy6 MT Page 1 vanassando-ff51 1: Lucent Tech N. & Route 125 2006 Build Weekday AM 5/9/2001 t y,�BTr ., .. �. ;�;,..,.. ,,.,- � y,r r .w.✓'�-'�a�,� .�/ / �rr/'����' a9i�' yr-Y'T, ���y jai" /�..::.� ,/��s Lane Group Flow (vph) 24 484 1838 351 Queue Length 50t1� (ft) .. 4 G 01 0 Queue Length 95th (ft) 12 17 169 10 Internal Link nisi(ft) ! �320= 1720 320 50th Up Block Time (%) 95th Up Block Tune(!%) Turn Bay Length (ft) 280 50th Bay Block Time%, 95th Bay Block Time Queuing Penalty(veh) ,_ ��r ax✓ �"� w1"re, .33�.s�x aL m � rrr� r �� ry �'r`` a . Inters.�'tlOilrS�r��C� �'r/�° �� � ��r s-/�r�/���✓ice '%���� c n !.s� a5��Yf� X!�3'� ����*° c„v�fi��?d`� „'��fi ,�i Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Lucentba.sy6 MT Page 1 vanassando-ff51 1: Lucent Tech N. & Route 125 2006 Build Weekday PM 5/9/2001 -A t Lane Group Flow (vph) 378 1851 604 6 QueueLengtki;50,t1 (ft) 80 192 36 0 Queue Length 95th (ft) 110 321 62 3 interria Li k gist{ft}: 320. 1720 320 50th Up Block Time (%) 95th Up BiockTirrie(°/4) _;:` Turn Bay Length (ft) 280 50th Bay Bioc(tTime 9bth Bay Block Time% Queuing Penalty(vehj Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Lucentbp.sy6 MT Page 1 vanassando-ff51 2: Lucent Tech S. & Route 125 5/9/2001 2001 Exisfino Weekday AM -* t Lane Group Piow (vph) 167 23 456 1072 286 Queue Length 95th (ft) 57 25664 12 Internal Link Dist{ft) 320 320 1720 50th Up Block Time (%) 95th Up Block Time(%) Turn Bay Length (ft) 80 135 50th Bay Block Time%, 15% 95th Bay Block Time% 1% Queuing Penalty(veh) 3 �X 'r :� � �F�"" v v `�/ �ira ,OWN r '` .,,, `," „'�,.ti T � 6 ' '/n� T .r [ntersctor: rrtma, . . - F «_ . Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Lucentxa.sy6 MT Page 2 vanassando-ff51 2: Lucent Tech S. & Route 125 2001 Existing Weekday PM 5/9/2001 - ' t Lane Group Flow(vph) 280 138 1206 524 6 Queue;Length 50#h (#t) 157 :0 `135 =44 0 _t Queue Len th 95th (ft) 146 10 21583 4 9 Internal Link.[7�st(##)_ 320 320 1.72t7 50th Up Block Time (%) �5th ivt�Block'T��e(b�°) Turn Bay Length (fit) 80 135 ` 5Q#h Ba Block"Crime„°la 43°Io,, 95th Bay Block Time% 36% Queuing Penalty(veh) t:09 Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Lucentxp.sy6 MT vanassando-ff51 Page 2 2: Lucent Tech S. & Route 125 5/9/2001 2006 No-Build Weekday AM rr' s�3rkr p et ni �� ca_Oir r zrr 4 "�r �'.r o!la �rr,F.y, l i` i2�att3u i a r� I B r.,l}1 ,..,,e5, T,,, Lane Group Flow (vph) 167 23 536 1341 286 Queue_Length,50#h eft} 90. {t 36 124 0 Queue Length 95th (ft) 57 2 66 78 15 Internal Link Dist(ft) 32,0 320 1720 50th Up Block Time (%) 95th Up Block Time(%) Turn Bay Length (ft) 80 135 50th Bay Block Time% 15% 46/6 95th Bay Block Time% 3% Queuing Penalty(veh) 3 6 nir .r,rF � �r r: ? rrr.-� a " ' ,, /a rr'r3�r i �,r`., d r!`'��,r .E' Fr✓ �tlferscklori Sumtl�a �y 7 r.. . ., Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Lucentna.sy6 Page 2 MT vanassando-ff51 2: Lucent Tech S. & Route 125 2006 No-Build Weekday PM 5/9/2001 --* t Lane Group Flow (vph) 280 138 1513 662 6 Queue length 50th 196 58 0 Queue Length 95th (ft) 146 10 307106 4 '` liiternaf LiiikDist.{ft};; 289 320 172Q 50th Up Block Time (%) 95t1i 1:1p 8iock Tirrie(°f°} q la SQth Ba Block T me i/0 43 Turn Bay Length ft 0 135 95th Bay Block Time% 36�°�° I Queuii Penal ' Proposed Lawrence Airport Industrial Park MT S:\Jobs\3079\Lucentnp.sy6 vanassando-ff51 Page 2 2: Lucent Tech S. & Route 125 2006 Build Weekday AM 5/9/2001 yW�rau/ �,r 2/r� � r 5 mod" pp Kip �.rsai�+'� �� pprd�/i �� r /!„a��dry��h/y/,r''6 /,i ,�,-,✓ ru' ✓` L�e»��Qf.� i if ��'�` /°"" �����l i.i�•:�� IV LiT�r�5 S���is�BR;�;�`%�������'�"�r�f/fr,���//`������,s ti��✓//r?. , F,r ,C,�,:,, ,., Lane Group Flow (vph) 167 23 568 1493 286 Queue_Length 56t11 (#t 8 0 38 1 48r 0 Queue Length 95th (ft) 57 2 71 86 17 Internal.Unk Dist{#tj- 320 320 T720 50th Up Block Time (%) 95ti Up.,BlockTime Turn Bay Length (ft) 80 135 50th BayBlockTirne% . 15°%. °lo 95th Bay Block Time% 4% Queuing,Penalty(veh) 3 5 „/,�/,,rI-"��l" ?���.+.,�Cr'�3ai,c--_:ic76/el%3 . Sm �'. fie.f",', �,,�'' � �����p �✓1��'"�� �"ice", s���'SJ� �`.✓r�/'"�1w fu�d�' /. r rnr' ir.� �� Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Lucentba.sy6 MT Page 2 vanassando-ff51 2: Lucent Tech S. & Route 125 2006 Build Weekday PM 5/9/2001 WE at1ercxt` g� BtUB B �Lane Group Flow(vph) 280 138 1673 702 6 Queue Length 50th.'ft 1�57 Queue Length 95th (ft) 146 10 368 114 " 4 interrial"Unk289 320 1720 50th Up Block Time (%) 95th lJp Block Time(%°) g Turn Bay Length (ft) 80 135 5dtti Bay 81, ' Time'°lam 43°I° ; 95th Bay Block Time% 3 Queuing"'Penaity(veh) 19 Proposed Lawrence Airport Industrial Park S:\Jobs\3079\Lucentbp.sy6 MT vanassando-ff51 Page 2 3: Holt Road & Route 125 5/9/2001 2006 Build Weekday AM with Mitigation ,<, '"�H'✓; ,,r- ,...., ., rp .n'.tF7 �r/��r r��/�rr�t� �/�"V�/t`�rrir .���'�i��•�'Iryu�ri�%a�r��F;,,t�.rs Lane Group Flow v h) 49 39 132 666 1512 180 , (,P g Queue Length 95th ft Queue Len th�Oth (ft g O 37 20 38 62 4364 18 �Interna) Lfnk[List(ft)__: 320 320 320 50th Up Block Time (%) 95th Up B1ockTirne(%) 1830. . Turn Bay Length (ft) 50tb Bay Block 95th Bay Block Time% Queuing Penalty(vebj '. �y�r,]yy��+�y�r { y�^ ���j ��'��c.`� `per✓' r,� ,�,ax�r^ `,�'� >f' �r ,� "�"�r...�.ar� :j�������y xi"�� ��� � �r�rr � # 95th,percentile v"I"me:exceeds capacity,queue rnay.be longer::. Queue shown is maximum after two cycles. Proposed Lawrence Airport Industrial Park S:\Jobs\3079\holtbam.sy6 MT ' Page 1 vanassando-ff51 3: Holt Road & Route 125 2006 Build Weekday PM with Mitigation 5/9/2001 L. � j• '�4� g1� Lane Group Flow(vph) 190 157 43 1334 993 52 Queue Length 54th {ft) 39 0 4 101 64: Q .: „. Queue Length 95th (ft) 104 36 16 207 198 11 Internal Link Gist(ft) .320320. 20 . 50th Up Block Time (%) 95th.tJ' Block Time °f° Turn Bay Length (ft) ` 50i}i Bay Block Tiriie 95th Bay Block Time Queuing Penalty(veh) Proposed Lawrence Airport Industrial Park S:\Jobs\3079\holtbpm.sy6 MT vanassando-ff51 Page 1 3: Barker Street & Route 125 2001 Existing Weekday AM 5/9/2001 Lane Configurations Sign Control Stop Free Free:, Grade 0% 0% 0% Volume(veh/h) 96 4, 529 ''30 1 1119 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate(veh/h) 96 ; 4 529 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) vC,conflicting volume1106 28059 vC1, stage 1 conf vol vC2,stage 2 conf vol tC, single(s) 6.8 6.9 4.1 tC, 2 stage(s) tF (s) 3.5 3.3 2.2 p0 queue free% 53 99 !10Q cM capacity (veh/h) 206 724 1022 ..e. ` '% fir„ ,.. .,.rv. .r„.. �.,iM✓��� ,m,�/,�,,.��.. F y s,'a N„ Volume Total 1.00: 353206 , '374Z46 Volume Left 96 0 0 1 0 Volume Right 4 00 0 0 cSH 212 1700 1700 1022 1700 Volume to Capacity; 0.47 0.21 0.12 0.00, 0.44 Queue Length (ft) 57 0 0 0 0 Control Delay(s) M.2 0.0 0.0 0.0 0.0 Lane LOS _ _ E A Approach Delay(s) 36.2 0.0 00 Approach LOS E r ✓+ }'✓3' / ° s sx<,�Lra' gym' ,..�'��i��4f" ✓,.rip �'� ��',/ �,. li� .� �. ,, L�f n - ,.,,li,�r' if�r/�/i ✓we/,r 'Iiadi ' $�,��r✓'sl „ ��"'x �.�il.�''�,�u' �.r lnteSeCtitSl3� LaCi1t71c31y Average Delay 2.0 Intersection Capacity Utilization 43`.4% ICU Level of Service A Proposed Lawrence Airport Industrial Park S:\Jobs\3079\barkerxa.sy6 MT Page 1 vanassando-ff51 3: Barker Street & Route 125 2001 Existing Weekday PM 5/9/2001 ',- t `�► 7'.�� }s. % *�.���s aim {`�xf'pC� ��}tp© c fip ����v�-1p .� ©�,. -� ;�.r%x '�t�� a �,�� �` � �' ✓' �`Lane Configurations 0 5rgn Controi Stap Free: Free '.. Grade 0 0 0% p% Va[urrie(�ehlh 44 3 914 13 ;' 4 756 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1-Iourly,flow.rate(vehlf) 44 3 914 73 4 756 Pedestrians Lar1e;UUid#h (�) Walking Speed (ft/s) Percerifi Blockage Right turn flare(veh) Nlediari 'None Median storage veh) C,conflicting' olume' 1336 494 987 vC1, stage 1 conf vol uC2,stagy 2 conf vol tC, single (s) 6.8 6.9 4.1 stage(s) tF(s) 3.5 3.3 2.2 0 queue free,% 70 99. 99 CM capacity(veh/h) 146 527 708 Volurrre Tatar.. 649 378 256.. 5Q4. Volume Left Volume Right: 0 7 Q Q . , cSH 153 70 1700 10 708 1700 Volume to Caacrty 0 3fi o3s ©:22 0:01 ©.3a Queue Length (ft) 30 0 0 0 0 Control Delay(a} 38: 0.6 0.0 0.2 00 . Lane LOS E A Approach Delay.(s) 38.E 0:0 0.1 Approach LOS E Average„Delay 1.0 IritersecfionCalacrty.Utrlrzation "37: °l0 ICU Level,of enrice A .. Proposed Lawrence Airport Industrial Park S:\Jobs\3079\barkerxp.sy6 MT Page 1 vanassando-ff51 3: Endicott Plaza & Route 125 5/9/2001 2006 No-Build Weekda AM lay! ,ramrEgI �, Lane Group Flow (vph) 50 32 118 15 121 683 1 1401 Queue Length 50th {ft} 21 0 51 3 44, 94 - . 1, 277 Queue Length 95th (ft) 50 23 99 14 #100 119 5 365 internal Link Dist(ft} 410'. 316 1576 1956 50th Up Block Time (%) 95tht1p Block Time;(%} Turn Bay Length (ft) 50th Bay Block Time% . 95th Bay Block Time Queuing Penalty(veh) � r rf e z, ✓ �f" �� i � #:: 95th percentile uol,ume exceeds capacity;queue may be longer: Queue shown is maximum after two cycles. Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125na.sy 4 Page 4 MT vanassando-ff51 3: Endicott Plaza & Route 125 2006 No-Build Weekday PM 5/9/2001 Lane Group Flow(vph) 204 141 53 9 103 1191 4 971 � Queue,Lerigfh 50th {ft) 78 0 19 tf 4Cl .. 240 2 202 Queue Length 95th (ft) 136 36 44 l0 m74 312 11 270 Interrral,L�nk Dist eft} Rio„ 316 ,. 1576 1956 50th Up Block Time (%) 95th t7p Bloat=TFme{°la) Turn Bay Length (ft) 5flth Bay Block Time°lo 95th Bay Block Time QWu rig Penalty(veltj m Volume for 95th percentile queue�s metered by upstream signal Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125np.sy6 MT vanassando-ff51 Page 4 3: Endicott Plaza & Route 125 2006 Build Weekday AM 5/9/2001 rs i,�, �.a• i �i,!" mar r�,r ,.� ,'?' ,�'"� Z" �j��� �'�1��,/��� � �/ r'��9��� Lane Group Flow(vph) 50 32 118 18 121 781 2 1422 Queue Length SD,th eft) 21 0 n 51 3� 44 ; 121 1 284 Queue Length 95th (ft) 50 23 99 15 #102 80 8 374 Internal Lfnk pestfi),_ 410 , 3.16: 1576 1956, 50th Up Block Time (%) 95th U'p Bfock Time, Turn Bay Length (ft) 50th Bay Block Time 95th Bay Block Time Queuing„penalty_(veh) # 95t1i percentile volume eXceeds capacity;queue may-be longer:. Queue shown is maximum after two cycles. Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125ba.sy6 MT Page 1 vanassando-ff51 3: Endicott Plaza & Route 125 2006 Build Weekday PM 5/9/2001 Lane Group Flow(vph) 204 141 53 10 103 1217 7 1070 Queue Lerigfh.'50t1i (ft) `78 0 19 , , 0 39 .„ 251 3 233 Queue Length 95th (ft) 136 36 44 0 m73 322 16 309 ntetrlai`_LirikDst(ft) 41Q " 36 176 1956 50th Up Block Time (%) 95th Up Buick Tirrie(Q/o} Turn Bay Length (ft) 5fltli Bay Block Time°lo 95th Bay Block Time% Queuing Penally(veh) ; rn Volume faC 95fh percentile queue is metered by upstream signal Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125bp.sy6 MT Page 1 vanassando-ff51 2: Route 133 & Route 125 2001 Existing Weekday AM 5/9/2001 r�+ J7's.✓ 9"/� l v ..' !' r.'{r Y/G.y/'r' ,G' rY'A/ 4 /✓/i f 'i / Ta'�r� ''.y!,,,� Fru,,� /P.'ii�yQ OPic/rf'.' ., !�'.�,�/./ys'" ,/. y /�;�, I Lane Group Flow (vph) 415 601 1473 Oueue Lengllt 50th (ft) := 149 Queue Length 95th (ft) 238 94 338 Infernal Link,Dist(ft) 662 1130 1576 50th Up Block Time (%) 96th Up Block Tin,*(%j" Turn Bay Length (ft) 50fh Bay Block Time% 95th Bay Block Time% Queding Penaity(veh). r.'�i¢_"cu �' d mad/-� ,t� �.." 'yl"'.,,:'�'�y�/lF z:F,�,?i-;"'�',✓a � �".r'.�nr`+rx?''r rrfereet3� � � P � v � s Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125xa.sy6 MT Page 1 vanassando-ff51 2: Route 133 & Route 125 2001 Existing Weekday PM 5/9/2001 �,an2 G�i"UE:� �``� iti� �z�- 1 L �r��vrzY.( � Y✓K�r aml�6fi` emu" r t���y �,�n ray a ,r �n'i" �33'z� r^ a; Lane Group Flow (vph) 245 1231 894 Queue LengtFiSf}th'(ft) 68 184= 144 Queue Length 95th (ft) 107 230 215 Internal;Link Dist{ft) 652: 1130" 1676 50th Up Block Time (%) 95th,:Up Block Time(°ln) Turn Bay Length (ft)" 50tli,Bay Mock Time'°!� .: :. 95th Bay Block Time% Queuing Penally(vehj pCl�£il,'SeCt�O� l� �� �M"'����"� ✓e��`< �� "s����n�"� ✓ �`}yam° �� N�� ��`rn�b „����� �' ���'��� Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125xp.sy6 MT Page 1 vanassando-ff51 2: Route 133 & Route 125 2006 No-Build Weekday AM 5/9/2001 25,: Lame Gto y5 � � 0 t1SWT Lane Group Flow (vph) 478 809 1623 Queue,Length 50fh (fi) 222 = 48 36 Queue Length 95th (it) #379 62 60 internal Link Dist(ft):, 652 ,1130 1576 ' 50th Up Block Time (%) 95th tap Block Time . ( ) ` Turn Bay Length (ft) 501h Bay Block Time; 95th Bay Block Time Queuing Penalty"(vel) # 95th perce►itile;volame exceetls capacity;queue rnay.be longer Queue shown is maximum after two cycles. Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125na.sy6 MT Page 1 vanassando-ff51 2: Route 133 & Route 125 2006 No-Build Weekday PM 5/9/2001 Lane Group Flow(vph) 231 1380 1166 Queue,Len th 50th ft 102 11 425 y Queue Length 95th (ft) 170 194 130 In#ernal Link psf eft) .,,' 6�2 1130 1576 50th Up Block Time (%) 95fh E1p Block Time(°lad Turn Bay Length (ft) 50th Bay Btoc>c Time°!a 95th Bay Block Time% Queutn`g Penalty Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125np.sy6 MT Page 1 vanassando-ff51 2: Route 133 & Route 125 2006 Build Weekday AM 5/9/2001 y r-.% .r�r 'trr ��si.r4jl" ,r:' 6r.'`'/ a ` ", ti/��/ ✓�„`�!.'�/,r r." .r � Lane Group Flow (vph) 478 898 1645 Queue Length 50th (ft) 2224 42 . Queue Length 95th (ft) #379 76 #547 Int6maftlhk Aisf ft) 652 1130 1576 50th Up Block Time (%) - 95th Up Block Time Turn Bay Length (ft) 50th Bay Block Time% 95th Bay Block Time% Queuing Penalty.(ven) # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125ba.sy6 MT Page 1 vanassando-ff51 2: Route 133 & Route 125 2006 Build Weekday PM 5/9/2001 Lane Group Flow(vph) 231 1403 1265 Queue Length,,,50th (ft} 10 , f;21 1"58 v Queue Length 95th (ft) 170 202 #432 " Internal Link„t?ist{ft} 652 i,i30 1576 50th Up Block Time (%) 95th up Btock':Time,(°l°} Turn Bay Length (ft) 50th Bay Block Time°l° 95th Bay Block Time Queuing Penally{ueh) Y 95t1 percentile.rolume exceeds capacity;queue maybe longer Queue shown is maximum after two cycles. Proposed Lawrence Airport Industrial Park S:\.Jobs\3079\route125bp.sy6 MT Page 1 vanassando-ff51 5: Sutton Street & Route 125 2001 Existing Weekday AM 5/9/2001 f '+r �r i j�^'r 7�} n ✓ i �.�i �3� J s J.:v r is � ✓r rN✓9��,s`�,r� �rF'�F�Kr�� E t„ar3e GfC}llp Gad,v`",%�����✓��GFi[V�T�� � 6 �./ �✓ ?j � s�/:��i,,,,, d., d,�°'i r�/Jr� y!r.�'./.i� Lane Group Flow (vph) 456 518 1741 Queue'Eength 50th (ft) n- 66 42 130 Queue Length 95th (ft) 94 87 279 internal'L1nk Dist{#t) 93ti. 12641 130 50th Up Block Time (%) 95' 816ck Time(°/o) Turn Bay Length (ft) 50th Bay Block Time 95th Bay Block Time% Queuing Penalty(veh) {s .. ,.,x ,r; r„ -"%e5^"•%Fir ✓n rr"r' ,��, �.` �. ; �= ,^ c- ,� r..r .! r r i�r +` 1^ s rEury1? x" ✓ �y�G f �.+/F s °i/..;w'`,i 5�.N era✓ 1sC / ,. i s ✓ mod' a,., r✓./ � ,� ✓ s �,� �' �c', j ,%�,� ( �,,/✓�, ,"�r'r.;,}'"�' k,✓,� Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125xa.sy6 MT Page 2 vanassando-ff51 5: Sutton Street & Route 125 2001 Existing Weekday PM 5/9/2001 Lane Group Flow (vph) 627 1057 1125 Queue Length 50th (f#} 102 139 64 Queue Length 95th (ft) 146 263 138 t In#er►ia1 Link Dist(ft): 930 1264 1`130 50th Up Block Time (%) 95th Up.BI©cK Tirrie,(°l4} Turn Bay Length (ft) 50tt ,Bay Black Tune=% ,. . r 95th Bay Block Time% Queuiig Penalty(veh) Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125xp.sy6 MT Page 2 vanassando-ff51 5: Sutton Street & Route 125 2006 No-Build Weekday AM 5/9/2001 .fry .„ fz`r, ' g� ?,1 ��%i "',fr// ✓a Q'T. °!WI .�6`,��i�'!j 7,E "/ �in.OWN,__, ate Lane Group Flow (vph) 515 629 2040 Queue Length 5Clth: Queue Length 95th (ft) 170 95 146 internal'Link pstf#) 930 - 1264. :113Q 50th Up Block Time (%) 95th"U Block Time. %) Turn Bay Length (ft) 50th Bay,Block Tirne�/o 95th Bay Block Time OXo Queuing POnal#y,we ) Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125na.sy6 MT Page 7 vanassando-ff51 5: Sutton Street & Route 125 2006 No-Build Weekday PM 5/9/2001 Lane Group Flow (vph) 761 1228 1429 Queue Length 50ifi"(ft) 176 227, 34" t Queue Length 95th (ft) 242 333 147 lnterriai"Link"Dist ".12fi4:". 1130 ` 50th Up Block Time (%) 95t "Uh "Block Tune Turn Bay Length (ft) 5t1# i "Buick Titne ay- Ol° 95th Bay Block Time Queuing Penalty(veh) Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125np.sy6 MT Page 7 vanassando-ff51 5: Sutton Street & Route 125 2006 Build Weekday AM 5/9/2001 �'y�7 �'+ I�u �.�/.'`iF����i � p� G � m� g'. Fiii�"�// � �X,��f"�'"iq ,.,?r�' 3✓�"W/i� sic" �ry'� OWNLane Group Flow (vph) 552 680 2059 QueueiLength50th {fit) , 129 ::�2.. :�102� . Queue Length 95th (ft) 184 106 147 264" Internal Link Dist(ft) 930 1 ,. 50th Up Block Time 95th Up Block,Timb,(%), Turn Bay Length (ft) 50th Bay Block Time°lo . 95th Bay Block Time Queuing Penalty(veh) to)ersectlo �.Suartiay � �. a ,° IIN „ ' � Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125ba.sy6 MT Page 7 vanassando-ff51 5: Sutton Street & Route 125 2006 Build Weekday PM 5/9/2001 i Lane Group Flow(vph) 771 1242 1517 Queue Length 50th (fit) 179 241 92 ."";. Queue Length 95th (ft) 4247 #375 m154 Ir►terna{ ,in Gist(fit} 930164 °1130 50th Up Block Time (%) 95th U B{ ck Time"°1° Turn Bay Length (ft) 50th";Bay dock Time;;_:°�° 95th Bay Block Time Queuing Penalty"(veh) ,' CJrt #f 95th percent.I volume exceeds,'c"'Ji"queue maybe longer Queue shown is maximum after two cycles. m „Uolume'for 95tti percentile queue is metered by upstream signal: Proposed Lawrence Airport Industrial Park S:\Jobs\3079\route125bp.sy6 MT Page 7 vanassando-ff51 TRAFFIC SIGNAL WARRANTS ANALYSIS Proposed Lawrence Airport Industrial Park North Andover,MA TRAFFIC SIGNAL WARRANT ANALYSIS SUMMARY Osgood Street at Holt Road 2001 Existing Conditions Warrant 9-Four Hour Volume Warrant Traffic Volumes Warrant Satisfied? Time Period Major Street Minor Street 9 7:00 AM-8:00 AM 1348 24 No 8:00 AM-9:00 AM 1100 33 No 4:00 PM-5:00 PM 1420 70 No 5:00 PM-6:00 PM 1443 65 No Signal Warrant Met? No 2006 No-Build Conditions Warrant 9-Four Hour Volume Warrant Traffic Volumes Warrants Satisfied? Time Period Major Street Minor Street 9 7:00 AM- 8:00 AM 1670 24 No 8:00 AM-9:00 AM 1347 33 No 4:00 PM-5:00 PM 1728 70 No 5:00 PM-6:00 PM 1823 65 No Signal Warrant Met? No 2006 Build Conditions Warrant 9-Four Hour Volume Warrant Traffic Volumes Warrants Satisfied? Time Period Major Street Minor Street 9 7:00 AM- 8:00 AM 1898 60 No 8:00 AM-9:00 AM 1499 83 No 4:00 PM-5:00 PM 1785 297 Yes 5:00 PM-6:00 PM 1893 276 Yes Signal Warrant Met? No Job No. 3079 warrant9.xls 5/8/01 QSC�,ocx� 6�'C e� c,.�- h101-� CZcQd e1�01 r10 CCr�cat �ior�S FIGURE 4-7. FOUR HOUR VOLUME WARRANT 500 > 2 OR MORE LANES Et 2 OR MORE LANES = 400 wo 2 OR MORE LANES & 1 LANE cc oc 300 Q 1 LANE Et 1 LANE ow 200 J �. j 100 _ •a�xo�rp _ 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 MAJOR STREET — TOTAL OF BOTH APPROACHES — VPH "NOTE: 115 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET x APPROACH WITH TWO OR MORE LANES AND 80 VPH APPLIES AS THE LOWER c THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE. A C�c��-S 1'1�� �c�e� tt�v h• �S �..vo('r'cx(�`� I f FIGURE 4-7. FOUR HOUR VOLUME WARRANT 500 > 2 OR MORE LANES 2 OR MORE LANES 400 I- U w Q 2 OR MORE LANES & 1 LANE o 300 n Q 1 LANE ft 1 LANE z0 w 200 N c_ C J j 100 3: 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 MAJOR STREET - TOTAL OF BOTH APPROACHES - VPH "NOTE: 115 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET x APPROACH WITH TWO OR MORE LANES AND 80 VPH APPLIES AS THE LOWER c THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE. 2cc d Caca� ,crr FIGURE 4-7. FOUR HOUR VOLUME WARRANT a 500 > I 2 OR MORE LANES Et 2 OR MORE LANES = 400 Lu o 2 OR MORE LANES Et 1 LANE CC � 300 a. 1 LANE Et 1 LANE � Q 0 w 200 j 100 (:7 _ 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 MAJOR STREET - TOTAL OF BOTH APPROACHES - VPH *NOTE: 115 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET x APPROACH WITH TWO OR MORE LANES AND 80 VPH APPLIES AS THE LOWER 9 THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE. a.CC�D* t�jv�\d C.�e�c� iCr7� . 1 n w-'�- e Oc�oad ca, V1o\'- ® ace (- ,vo FIGURE 4-5. PEAK HOUR VOLUME WARRANT 600 - T- 2 OR MORE LANES Ft 2 OR MORE LANES w Q 500 400 2 OR MORE LANES & 1 LANE — a 1 LANE £t 1 LANE n °C Q 300 p Lu i Z 200 J j > 100 . 1 = 400 600 800 100o 1200 1400 1600 1800 19,10 2= z;OQ J Z MAJOR STREET — TOTAL OF BOTH APPROACHES — VPH o "NOTE: 150 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET c APPROACH WITH TWO OR MORE LANES AND 100 VPH APPLIES AS THE LOWER o THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE.Zv iicy\ Or-6 2,23(- r6(_)) 8 o(v�h�bufi `zc-,A- " ate �u',lcl FIGURE 4-5. PEAK HOUR VOLUME WARRANT 2 OR MORE LANES Et 2 OR MORE LANES w Q 500 _ 400 2 OR MORE LANES & 1 LANE a 1 LANE ft 1 LANE j..._ -----------_, cc Q 300 0 w ���,3tz� z �. 200 i > 100 i = 400 600 800 1000 1200 1400 1600 1800 ` zicz� zzaa MAJOR STREET — TOTAL OF BOTH APPROACHES — VPH "NOTE: 150 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACH WITH TWO OR MORE LANES AND 100 VPH APPLIES AS THE LOWER o THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE. V r�zr' Zm� l`=x��� o,--•c� 2CcCo Nc�_tau�lc� cc�d,�-�-i5 t-jl.y� (,'An Q-r,c�srt-i c