Transportation Impact Assessment Colonel Eugene B

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Transportation Impact Assessment Colonel Eugene B. Floyd Apartments Redevelopment Marion Street and Foster Street Brookline, Massachusetts

Prepared for:

Somerville, Massachusetts

February 2021

Prepared by:

35 New England Business Center Drive Suite 140 Andover, MA 01810

Dear Reviewer:

This letter shall certify that this Transportation Impact Assessment has been prepared under my direct supervision and responsible charge. I am a Registered Professional Engineer (P.E.) in the Commonwealth of Massachusetts (Massachusetts P.E. No. 38871, Civil) and hold Certification as a Professional Traffic Operations Engineer (PTOE) from the Transportation Professional Certification Board, Inc. (TPCB), an independent affiliate of the Institute of Transportation Engineers (ITE) (PTOE Certificate No. 993). I am also a Fellow of the Institute of Transportation Engineers (FITE).

Sincerely,

VANASSE & ASSOCIATES, INC.

JeffreyJeffrey S. Dirk,Dirk, P.E.,P.E., PTOE,PTOE, FITEFITE Managing Partner

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CONTENTS

EXECUTIVE SUMMARY ...... 1

Recommendations ...... 2

INTRODUCTION ...... 5

Project Description...... 5 Study Methodology ...... 6

EXISTING CONDITIONS ...... 7

Traffic Volumes ...... 10 Pedestrian and Bicycle Facilities ...... 11 Public Transportation ...... 12 Spot Speed Measurements ...... 12 Parking ...... 13 Motor Vehicle Crash Data ...... 13

FUTURE CONDITIONS ...... 16

Future Traffic Growth ...... 16 Project-Generated Traffic ...... 18 Trip Distribution and Assignment ...... 20 Future Traffic Volumes - Build Condition ...... 20

TRAFFIC OPERATIONS ANALYSIS ...... 22

Methodology ...... 22 Analysis Results ...... 24

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CONTENTS (Continued)

PEDESTRIAN, BICYCLE AND TRANSIT IMPACTS ...... 28

SIGHT DISTANCE EVALUATION ...... 30

CONCLUSIONS AND RECOMMENDATIONS ...... 32

Conclusions ...... 32 Recommendations ...... 33

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FIGURES

No. Title

1 Site Location Map

2 Existing Intersection Lane Use, Travel Lane Width and Pedestrian Facilities

3 2021 Existing Weekday Morning Peak Hour Traffic Volumes

4 2021 Existing Weekday Evening Peak Hour Traffic Volumes

5 2021 Existing Weekday Morning Peak Hour Pedestrian Volumes

6 2021 Existing Weekday Evening Peak Hour Pedestrian Volumes

7 2021 Existing Weekday Morning Peak Hour Bicycle Volumes

8 2021 Existing Weekday Evening Peak Hour Bicycle Volumes

9 Existing On-Street Parking Regulation Summary

10 2028 No Build Weekday Morning Peak Hour Traffic Volumes

11 2028 No Build Weekday Evening Peak Hour Traffic Volumes

12 Trip-Distribution Map

13 Project-Generated Weekday Morning Peak Hour Traffic Volumes

14 Project Generated Weekday Evening Peak Hour Traffic Volumes

15 2028 Build Weekday Morning Peak Hour Traffic Volumes

16 2028 Build Weekday Evening Peak Hour Traffic Volumes

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TABLES

No. Title

1 Study Area Intersection Description

2 2021 Existing Traffic Volumes

3 Vehicle Travel Speed Measurements

4 Motor Vehicle Crash Data Summary

5 Trip-Generation Summary

6 Peak-Hour Traffic-Volume Increases

7 Level-of-Service Criteria for Unsignalized Intersections

8 Unsignalized Intersection Level-of-Service and Vehicle Queue Summary

9 Sight Distance Measurements

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EXECUTIVE SUMMARY

Vanasse & Associates, Inc. (VAI) has conducted a Transportation Impact Assessment (TIA) in order to determine the potential impacts on the transportation infrastructure associated with the proposed redevelopment of the Colonel Eugene B. Floyd Apartments located off Marion Street, Foster Street and Foster Street Extension in Brookline, Massachusetts, to accommodate a multifamily residential community to serve elderly and disabled residents (hereafter referred to as the Project). This assessment was prepared in consultation with the Massachusetts Department of Transportation (MassDOT) and the Town of Brookline, and was performed in accordance with MassDOT’s Transportation Impact Assessment (TIA) Guidelines and the standards of the Traffic Engineering and Transportation Planning professions for the preparation of such reports.

Based on this assessment, we have concluded the following with respect to the Project:

1. Using trip-generation statistics published by the Institute of Transportation Engineers (ITE)1 and with appropriate adjustments to account for the use of alternative modes of transportation to single-occupant vehicles (SOVs), the Project is expected to generate approximately 308 automobile trips, 160 transit trips, 26 pedestrian trips and 26 bicycle trips on an average weekday. During the weekday morning peak-hour, the Project is expected to generate 17 automobile trips, 9 transit trips, 2 pedestrian trips and 1 bicycle trip. During the weekday evening peak-hour, the Project is expected to generate 23 automobile trips, 11 transit trips, 2 pedestrian trips and 1 bicycle trip;

2. The Project will not have a significant impact (increase) on motorist delays or vehicle queuing over Existing or anticipated future conditions without the Project (No-Build conditions), with no change in level-of-service (LOS) shown to occur for any movement and Project-related impacts generally defined as an increase in average motorist delay of up to 5.1 seconds and in vehicle queuing of up to one (1) vehicle;

3. Independent of the Project, all movements from Vernon Street at the Harvard Street/Vernon Street intersection were shown to operate at or over capacity (defined as LOS “E” or “F”, respectively) during the peak hours, with Project-related impacts at this intersection predicted to be relatively minor with no resulting increase in vehicle queuing expected;

1Trip Generation, 10th Edition; Institute of Transportation Engineers; Washington, DC; 2017.

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4. Independent of the Project, the Harvard Street/Marion Street, Harvard Street/Foster Street, Marion Street/Foster Street Extension and Marion Street/Marion Terrace intersections are located within a high pedestrian crash cluster area for the period 2008-2017 as defined on MassDOT’s Highway Safety Improvement Program (HSIP) listing. That being said, all of the study area intersections were found to have motor vehicle crash rates below the MassDOT average crash rates for similar intersections; and

5. Lines of sight to and from the Project site driveway intersections were found to exceed or could be made to exceed the recommended minimum distance for safe operation based on the appropriate approach speed.

In consideration of the above, we have concluded that the Project can be accommodated within the confines of the existing transportation infrastructure in a safe and efficient manner with the implementation of the recommendations that follow.

RECOMMENDATIONS

A detailed transportation improvement program has been developed that is designed to provide safe and efficient access to the Project site and address any deficiencies identified at off-site locations evaluated in conjunction with this study. The following improvements have been recommended as a part of this evaluation and, where applicable, will be completed in conjunction with the Project subject to receipt of all necessary rights, permits, and approvals.

Project Access

Vehicular access to the Project will be provided by way of a one-way circular drive that will interest the south side of Marion Street at two locations situated 65 feet and 140 feet west of Foster Street Extension, respectively, with the east drive serving as the entrance and the west drive serving as the exit. This area will accommodate resident drop-off and pick-up, and includes two (2) short- term parking spaces. The primary parking area for the Project will be situated in the northeast corner of the intersection of Foster Street at Foster Street Extension, and will include a driveway that will intersect the north side of Foster Street approximately 45 feet east of Foster Street Extension. The following recommendations are offered with respect to the design and operation of the Project site access and internal circulation, many of which are reflected on the Site Plans:

¾ The Project site driveways should be a minimum of 20-feet in width and designed to accommodate the turning and maneuvering requirements of the largest anticipated responding emergency vehicle as defined by the Brookline Fire Department.

¾ Circulation within the pick-up/drop-off area along the south side of Marion Street should be in a one-way clockwise direction, with vehicles entering by way of the east driveway and exiting by way of the west driveway, consistent with the one-way westbound traffic flow along Marion Street.

¾ Vehicles exiting the drop-off/pick-up area and the driveway to the parking lot off Foster Street should be placed under stop control, with “One-Way” and “Do Not Enter” signs installed to regulate the flow of traffic through the drop-off/pick-up area.

¾ A “No Right Turn” sign should be installed opposite the west Project site driveway on Marion Street accompanied by a “One Way” sign.

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¾ All signs and pavement markings to be installed within the Project site should conform to the applicable standards of the Manual on Uniform Traffic Control Devices (MUTCD).2

¾ Americans with Disabilities Act (ADA) compliant wheelchair ramps should be provided for crossing the Project site driveways, or the driveways should be designed such that the sidewalks along Marion Street and Foster Street are flush with (i.e., crosses) the driveways.

¾ Signs and landscaping to be installed as a part of the Project within intersection sight triangle areas of the Project site driveways should be designed and maintained so as not to restrict lines of sight.

¾ Bicycle parking should be provided at an appropriate location within the Project site.

¾ Snow windrows within sight triangle areas of the Project site driveways should be promptly removed where such accumulations would impede sight lines.

Transportation Demand Management

Public transportation services are provided within the study area by the Massachusetts Bay Transit Authority (MBTA) (fixed-route bus service and Green Line subway service) and are accessible to residents of the Project. MBTA bus Route 66, Harvard Square – Nubian Station, provides service along Harvard Street with a stop in each direction at the intersections of Harvard Street at Marion Street (inbound) and Harvard Street at Vernon Street (outbound), which are located within a three-minute walking distance of the Project site. Coolidge Corner Station on the C Branch of the MBTA Green Line subway system is located within an approximate six-minute walking distance to the north of the Project site. In addition, the MBTA provides The RIDE paratransit services to eligible persons who cannot use fixed-route transit (bus, subway, trolley) due to a physical, cognitive or mental disability in compliance with ADA requirements.

In an effort to encourage the use of alternative modes of transportation to single-occupant vehicles, the following Transportation Demand Management (TDM) measures will be implemented as a part of the Project:

¾ A transportation coordinator will be designated for the Project to coordinate the elements of the TDM program;

¾ Information regarding public transportation services, maps, schedules and fare information will be posted in a central location and/or otherwise made available to residents;

¾ A “welcome packet” will be provided to residents detailing available public transportation services, bicycle and walking alternatives, and commuter options available;

¾ Pedestrian accommodations will be incorporated into the Project site;

¾ Bicycle parking will be provided within the Project site; and

¾ A transit screen/display will be provided in the building lobby to display real-time transportation information (similar to https://transitscreen.com/).

2Manual on Uniform Traffic Control Devices (MUTCD); Federal Highway Administration; Washington, D.C.; 2009.

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With the implementation of the aforementioned recommendations, safe and efficient access will be provided to the Project site and the Project can be accommodated within the confines of the existing transportation system.

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INTRODUCTION

Vanasse & Associates, Inc. (VAI) has conducted a Transportation Impact Assessment (TIA) in order to determine the potential impacts on the transportation infrastructure associated with the proposed redevelopment of the Colonel Eugene B. Floyd Apartments located off Marion Street, Foster Street and Foster Street Extension in Brookline, Massachusetts, to accommodate a multifamily residential community to serve elderly and disabled residents (hereafter referred to as the Project). This study evaluates the following specific areas as they relate to the Project: i) access requirements; ii) potential off-site improvements; and iii) safety considerations; and identifies and analyzes existing traffic conditions and future traffic conditions, both with and without the Project, along Marion Street and Foster Street, and at major intersections located along these roadways through which Project-related traffic will travel.

PROJECT DESCRIPTION

The Project will entail the phased construction of a 139-unit multifamily residential community on the site of the Colonel Eugene B. Floyd Apartments located off Marion Street, Foster Street and Foster Street Extension in Brookline, Massachusetts. The residential units will consist of a mix of elderly (80%) and disabled (20%) housing. It is envisioned that 115-units will be constructed as a part of Phase 1, with the remaining 24-units to be constructed as a part of Phase 2. The Project site encompasses approximately 1.2± acres of land that is bounded by Marion Street to the north; Foster Street Extension and residential properties (abutting the proposed parking lot) to the east; and residential properties to the south and west. Figure 1 depicts the Project site location in relation to the existing roadway network. At present, the Project site is occupied by the existing 60-unit Colonel Eugene B. Floyd Apartments Elderly/Disabled Housing community, which will be removed to accommodate the Project.

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BROOKLINE

SITE

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Parking for the Project will be provided for 23 vehicles, consisting of nine (9) standard parking spaces, eight (8) compact parking spaces, and six (6) handicapped parking spaces to be situated as follows: 16 parking spaces will be located in an off-street parking lot accessed by the proposed driveway along Foster Street; and seven (7) parking spaces will be located along the east side of Foster Street Extension. In addition to the 23 parking spaces described, two (2) short-term parking spaces will be located within the pick-up/drop-off area along Marion Street. This parking ratio (0.17 spaces per dwelling unit) is below the parking requirements of §6.02 – Off-Street Parking Space Regulations, of the Zoning Bylaw of the Town of Brookline.3

STUDY METHODOLOGY

This study was prepared in consultation with the Massachusetts Department of Transportation (MassDOT) and the Town of Brookline; was performed in accordance with MassDOT’s Transportation Impact Assessment (TIA) Guidelines and the standards of the Traffic Engineering and Transportation Planning professions for the preparation of such reports; and was conducted in three distinct stages.

The first stage involved an assessment of existing conditions in the study area and included an inventory of roadway geometrics; pedestrian and bicycle facilities; on-street parking; public transportation services; observations of traffic flow; and collection of pedestrian, bicycle, and vehicle counts.

In the second stage of the study, future traffic conditions were projected and analyzed. Specific travel demand forecasts for the Project were assessed along with future traffic demands due to expected traffic growth independent of the Project. A seven-year time horizon from the date of publication of this assessment was selected for analyses consistent with MassDOT’s Transportation Impact Assessment (TIA) Guidelines. The traffic analysis conducted in stage two identifies existing or projected future roadway capacity, traffic safety, and site access issues.

The third stage of the study presents and evaluates measures to address traffic and safety issues, if any, identified in stage two of the study.

3A minimum of two (2) parking spaces per dwelling unit is required. A low-rent housing project of the Brookline Housing Authority for elderly persons or elderly families need not provide more than one-fifth the number of spaces which would otherwise be required, or 56 spaces for the Project.

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EXISTING CONDITIONS

A comprehensive field inventory of existing conditions within the study area was conducted in January and February 2021. The field investigation consisted of an inventory of existing roadway geometrics; pedestrian and bicycle facilities; public transportation services; traffic volumes; and operating characteristics; as well as posted speed limits and land use information within the study area. The study area that was assessed for the Project consisted of Marion Street and Foster Street, and the following specific intersections: Harvard Street at Marion Street; Harvard Street at Foster Street; Harvard Street at Vernon Street; Marion Street at Foster Street Extension; Marion Street at Marion Terrace; Park Street at Marion Street; and Park Street at Vernon Street.

The following describes the study area roadways and intersections.

Roadways

Marion Street

¾ One-way (westbound) local access roadway under Town jurisdiction ¾ Traverses study area in a general east-west direction between Beacon Street and Harvard Street ¾ Provides a 33-foot wide traveled-way with on-street parking permitted along both sides of the roadway ¾ A posted speed limit is not provided, therefore the statutory or “prima facie” speed limit is 25 miles per hour (mph)4 ¾ Sidewalks are provided along both sides of the roadway ¾ Illumination is provided by way of street lights mounted on wood poles ¾ Land use within the study area consists of the Project site and residential and commercial properties

4Pursuant to M.G.L. Chapter 90 Section 17C, the Town of Brookline enacted a townwide speed limit of 25 mph within a thickly settled of business district which became effective on April 18, 2018.

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Foster Street

¾ Two-lane private way that provides local access the abutting land use ¾ Traverses study area in a general east-west direction for a distance of approximately 350-feet west of Harvard Street, where Foster Street becomes Foster Street Extension (also a private way) and traverses in a general north-south alignment for a distance of approximately 250-feet to intersect Marion Street ¾ Provides an approximate 14 to 18-foot wide traveled-way with on-street parking along the south side ¾ Sidewalks are provided along both sides of Foster Street and along the west side of Foster Street Extension ¾ Illumination is provided by way of street lights mounted on wood poles ¾ Land use within the study area consists of the Project site and residential properties

Intersections

Table 1 and Figure 2 summarize existing lane use, traffic control, and pedestrian and bicycle accommodations at the study area intersections as observed in February 2021.

Table 1 STUDY AREA INTERSECTION DESCRIPTION

Traffic Shoulder Pedestrian Bicycle Control No. of Travel Lanes Provided? Accommodations? Accommodations? Intersection Typea Provided (Yes/No/Width) (Yes/No/Description) (Yes/No/Description) 1 general-purpose travel lane on Harvard St.; Marion St. is one-way Yes; both sides of the Yes; bike lanes along westbound (away from intersecting roadways; Harvard St./ Harvard St.; shared S Harvard St.); regulated No crosswalks across Marion St. traveled-wayb on on-street parking is Marion St. and Marion St. provided along both Harvard St. north leg sides of Harvard St. and Marion St. 1 general-purpose travel lane on all approaches; Yes; both sides of the regulated on-street Yes; bike lanes on Harvard St./ intersecting roadways; S parking is provided No Harvard St.; shared Foster St. crosswalk across along both sides of traveled-way on Foster St. Foster St. Harvard St. and the south side of Foster St. 1 general-purpose travel lane on Harvard St.; Vernon St. is one-way eastbound (toward Yes; both sides of the Harvard St.); regulated Yes; bike lanes on intersecting roadways; Harvard St./ on-street parking is Harvard St.; shared S No crosswalks across Vernon St. provided along both traveled-way on Vernon St. and Harvard sides of Harvard St. Vernon St. St. north leg north of the intersection, along the east side to the south and along the south side of Vernon St. See notes at end of the table.

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Table 1 (Continued) STUDY AREA INTERSECTION DESCRIPTION

Traffic Shoulder Pedestrian Bicycle Control No. of Travel Lanes Provided? Accommodations? Accommodations? Intersection Typea Provided (Yes/No/Width) (Yes/No/Description) (Yes/No/Description) Marion St. is one-way westbound; 1 general-purpose travel lane on Foster St. Ext. Yes; both sides of Marion St./ Yes; shared traveled-way S and the private dwy No Marion St. and the west Foster St. Ext. on Marion St. opposite Foster St. Ext.; side of Foster St. Ext. regulated on-street parking provided along both sides of Marion St. Marion St. is one-way westbound; 1 general-purpose travel lane on Marion Ter. and the private dwy. Marion St./ Yes; both sides of Yes; shared traveled-way S opposite Marion Ter.; No Marion Ter. Marion St. on Marion St. regulated on-street parking provided along both sides of Marion St. and east side of Marion Ter. 1 lane on all approaches with the Park St. northbound lane restricted to left-turn only as Park St. is one- way southbound (toward Yes; bike lane along east Marion St.) north of the side of Park St. north of Yes; both sides of the Park St./ intersection; Marion St. the intersection; shared S No intersecting roadways; Marion St. is one-way westbound; traveled-way on crosswalks across all legs regulated on-street Marion St. and Park St. parking provided along south of the intersection both sides of Park St. north of the intersection, along the east side to the south and along both sides of Marion St. 1 general-purpose travel lane on all approaches; Vernon St. is one-way eastbound; regulated on- street parking provided Yes; both sides of the Park St./ Yes; shared traveled-way S along the east side of No intersecting roadways; Vernon St. on Vernon St. Park Street and along crosswalks across all legs the north side of Vernon St. west of the intersection and the south side to the east aS = STOP-sign control. bCombined shoulder and travel lane width equal to or exceed 14 feet.

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SITE R:\8682\8682NT1.dwg, Fig 2, 2/18/2021 11:59:52 AM

TRAFFIC VOLUMES

In order to determine existing traffic-volume demands and flow patterns within the study area, automatic traffic recorder (ATR) counts, manual turning movement counts (TMCs) and vehicle classification counts were completed in January 2021. The ATR counts were conducted on Marion Street in the vicinity of the Project site on January 13th through January 14th, 2021 (Wednesday through Thursday, inclusive) in order to record weekday traffic conditions over an extended period, with weekday morning (7:00 to 9:00 AM) and evening (4:00 to 6:00 PM) peak period manual TMCs performed at the study intersections on January 13th, 2021 (Wednesday). These time periods were selected for analysis purposes as they are representative of the peak-traffic-volume hours for both the Project and the adjacent roadway network.

Traffic-Volume Adjustments

In order to evaluate the potential for seasonal fluctuation of traffic volumes within the study area, traffic volume data from MassDOT Continuous Count Station No. AET 13 located on Interstate 90 (I-90) (Massachusetts Turnpike) in Boston was reviewed.5 Based on a review of this data, it was determined that traffic volumes for the month of January are approximately 7.3 percent below average-month conditions and, therefore, the raw traffic count data was adjusted upward (by 7.3 percent) to average-month conditions.

In order to account for the impact on traffic volumes and trip patterns resulting from the “safer-at- home” order and the phased “Reopening Massachusetts” plan that was issued by the Governor on May 18, 2020, in response to the COVID-19 pandemic, the January 2021 traffic volumes that were collected as part of this assessment along Harvard Street at the intersection of Harvard Street and Vernon Street were compared to those that were collected as a part of a TMC that was conducted at the intersection of Harvard Street at Auburn Street (south of Vernon Street) on November 9, 2017. Both TMCs were adjusted to average-month conditions, with the 2017 TMC increased by an additional 1.0 percent per year in order to be representative of 2021 traffic volume conditions (discussion follows). Based on a comparison of the traffic volumes along Harvard Street between the two intersections, the January 2021 traffic volumes that were collected as a part of this assessment were adjusted upward by an additional 63 percent during the weekday morning peak hour and an additional 26 percent during the weekday evening peak hour in order to account for the reduced traffic volumes resulting from the phased “Reopening Massachusetts” plan.

The 2021 Existing traffic volumes are summarized in Table 2, with the weekday morning and evening peak-hour traffic volumes graphically depicted on Figures 3 and 4, respectively. Note that the peak-hour traffic volumes presented in Table 2 were obtained from the aforementioned figures.

5MassDOT Traffic Volumes for the Commonwealth of Massachusetts; 2021.

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Note: Imbalances exist due to numerous curb cuts and side streets that are not shown. R:\8682\8682NT1.dwg, Fig 3, 2/17/2021 8:44:48 AM Transportation Impact Assessment - Colonel Eugene B. Floyd Apartments - Brookline, Massachusetts

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Note: Imbalances exist due to numerous curb cuts and side streets that are not shown. R:\8682\8682NT1.dwg, Fig 4, 2/17/2021 8:45:15 AM

Table 2 2021 EXISTING TRAFFIC VOLUMES

Directional Location/Peak Hour AWTa VPHb K Factorc Distributiond

Marion Street, west of Harvard Street 4,005 ------Weekday Morning (7:45 – 8:45 AM) -- 226 5.6 100% WB Weekday Evening (4:00 – 5:00 PM) -- 296 7.4 100% WB

aAverage weekday traffic in vehicles per day. bVehicles per hour. cPercent of daily traffic occurring during the peak hour. dPercent traveling in the peak direction. WB = westbound

As can be seen in Table 2, Marion Street in the vicinity of the Project site was found to accommodate approximately 4,005 vehicles on an average weekday (two-way, 24-hour volume), with approximately 226 vehicles per hour (vph) during the weekday morning peak-hour and 296 vph during the weekday evening peak-hour.

PEDESTRIAN AND BICYCLE FACILITIES

A comprehensive field inventory of pedestrian and bicycle facilities within the study area was undertaken in February 2021. The field inventory consisted of a review of the location of sidewalks and pedestrian crossing locations along the study roadways and at the study intersections, as well as the location of existing and planned future bicycle facilities.

Pedestrian Facilities

As detailed on Figure 2, sidewalks are provided along one or both sides of the study area roadways, with marked crosswalks provided for crossing one or more legs of the majority of the study area intersections. Figures 5 and 6 depict the 2021 Existing weekday morning and evening peak-hour pedestrian volumes at the study area intersections, respectively, and were collected in conjunction with the January 2021 TMCs.

A review of the pedestrian volume data at the study intersections indicates that the Vernon Street crossing at Harvard Street experienced the largest number of crossings during both the weekday morning and evening peak hours (102 crossings were observed during the weekday morning peak- hour and 145 crossings were observed during the weekday evening peak-hour). In general, the majority of the pedestrian activity within the study area occurs along the Harvard Street corridor.

Bicycle Facilities

Within the study area, marked bicycle lanes are provided along Harvard Street and Park Street, with Marion Street, Vernon Street, and Park Street south of Marion Street generally providing sufficient width (combined travel lane and paved shoulder) to support bicycle travel in a shared traveled-way configuration.6 Figures 7 and 8 depict the 2021 Existing weekday morning and

6A minimum combined travel lane and paved shoulder width of 14-feet is required to support bicycle travel in a shared traveled-way condition.

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Note: Imbalances exist due to numerous curb cuts and side streets that are not shown. R:\8682\8682NT1.dwg, Fig 5, 2/17/2021 8:45:34 AM Transportation Impact Assessment - Colonel Eugene B. Floyd Apartments - Brookline, Massachusetts

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Note: Imbalances exist due to numerous curb cuts and side streets that are not shown. R:\8682\8682NT1.dwg, Fig 6, 2/17/2021 8:49:46 AM Transportation Impact Assessment - Colonel Eugene B. Floyd Apartments - Brookline, Massachusetts

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*Illegal maneuver. Note: Imbalances exist due to numerous curb cuts and side streets that are not shown. R:\8682\8682NT1.dwg, Fig 7, 2/17/2021 8:50:06 AM Transportation Impact Assessment - Colonel Eugene B. Floyd Apartments - Brookline, Massachusetts

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*Illegal maneuver. Note: Imbalances exist due to numerous curb cuts and side streets that are not shown. R:\8682\8682NT1.dwg, Fig 8, 2/17/2021 8:50:51 AM

evening peak-hour bicycle volumes at the study area intersections, respectively, which were collected in conjunction with the January 2021 TMCs. Bicycle activity within the study area was found to be relatively modest and likely attributed to winter month conditions, with bi-directional bicycle volumes found to range from approximately 23 to 39 bicyclists during the peak hours, primarily focused along the Harvard Street corridor.

PUBLIC TRANSPORTATION

As noted in the previous section, sidewalks are provided along one or both sides of the study area roadways and bicycle accommodations are afforded that link the Project site to the available MBTA services, with crosswalks provided at one or more legs of the majority of the study area intersections. Given the proximity of Coolidge Corner Green Line Station and the Route 66 bus service along Harvard Street to the Project site, it is expected that a significant portion of the residents of the Project will use public transportation as their primary mode of transportation. The public transportation schedules and fare information are provided in the Appendix.

SPOT SPEED MEASUREMENTS

Vehicle travel speed measurements were performed on Marion Street in the vicinity of the Project site in conjunction with the ATR counts. Table 3 summarizes the vehicle travel speed measurements.

Table 3 VEHICLE TRAVEL SPEED MEASUREMENTS

Marion Street

Mean Travel Speed (mph) 18

85th Percentile Speed (mph) 22

Statutory Speed Limit (mph) 25 mph = miles per hour.

As can be seen in Table 3, the mean vehicle travel speed along Marion Street (one-way westbound) in the vicinity of the Project site was found to be 18 mph. The measured 85th percentile vehicle travel speed, or the speed at which 85 percent of the observed vehicles traveled at or below, was found to be 22 mph, which is 3 mph below the statutory speed limit in the vicinity of the Project

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site (25 mph)7. The 85th percentile speed is used as the basis of engineering design and in the evaluation of sight distances, and is often used in establishing posted speed limits.

PARKING

An inventory of on-street parking accommodations within the study area was conducted in February 2021 in conjunction with the field inventories, and is depicted on Figure 9. In general, metered parking is provided along both sides of Harvard Street within the study area, with permit parking generally provided along both sides of Marion Street, and unregulated parking provided along Vernon Street. Nine (9) numbered parking spaces are provided along Foster Street Extension, with eight (8) reserved spaces provided along the south side of Foster Street. Three (3) handicapped parking spaces are currently provided along Marion Street in the vicinity of #14 Marion Street, #45 Marion Street, and #67 Marion Street. Except where otherwise indicated, on-street parking is limited to 2-hours and no overnight parking is allowed.

MOTOR VEHICLE CRASH DATA

Motor vehicle crash information for the study area intersections was provided by the MassDOT Highway Division Safety Management/Traffic Operations Unit for the most recent five-year period available (2014 through 2018, inclusive) in order to examine motor vehicle crash trends occurring within the study area. The data is summarized by intersection, type, severity, roadway and weather conditions, and day of occurrence, and presented in Table 4.

As can be seen in Table 4, the study area intersections were found to have experienced an average of approximately one (1) reported motor vehicle crash per year over the five-year review period, the majority of which occurred on a weekday; under clear weather conditions; during daylight; and involved collisions with a pedestrian or bicyclist that resulted in personal injuries. No (0) motor vehicle crashes were reported to have occurred at the Marion Street/Marion Terrace intersection. All of the study intersections were found to have a motor vehicle crash rate below both the MassDOT statewide and District averages for the MassDOT Highway Division District in which the intersections are located (District 6). In addition, no fatal motor vehicle crashes were reported to have occurred at the study area intersections over the five-year review period.

A review of the MassDOT high crash location database indicated that the Harvard Street/ Marion Street, Harvard Street/Foster Street, Marion Street/Foster Street Extension, and Marion Street/Marion Terrace intersections are located within a high pedestrian crash cluster area for the period 2008-2017 as defined on MassDOT’s Highway Safety Improvement Program (HSIP) listing. MassDOT defines a HSIP eligible cluster as: ”…a cluster in which the total number of ‘equivalent property damage only’ crashes is within the top 5 percent of all clusters in that region. ‘Equivalent property damage only’ is a method of combining the number of crashes with the severity of crashes based on a weighted scale where a fatal crash is worth 10, an injury crash is worth 5 and a property damage only crash is worth 1.” Designation as a HSIP location allows for MassDOT to prioritize funding for safety-related improvements in a specific region of the state. A Road Safety Audit (RSA) has not been conducted within the study area.

7Ibid 4.

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3 2 1 11 2 5 5 1 9 5 11 5 1 2 9 11 SITE 1 11 3 6 NON-MARKED RESIDENT SPACES AND 9 ASSIGNED (NUMBERED) SPACES PROVIDED ALONG FOSTER STREET EXTENSION 8 7 4 13

13 21 BROOKLINE

4 Source: Google Earth. 075 150 Scale in Feet R:\8682\8682parking.dwg, 8x11, 2/18/2021 3:12:25 PM

Motor vehicle crash data for the study area intersections has been requested from the Brookline Police Department in order to supplement the MassDOT crash data. This data will be summarized in a technical memorandum once it is received.

The detailed MassDOT Crash Rate Worksheets are provided in the Appendix.

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Table 4 MOTOR VEHICLE CRASH DATA SUMMARYa

Harvard St./ Harvard St./ Harvard St./ Marion St./ Marion St./ Park St./ Park St./ Marion St. Foster St. Vernon St. Foster St. Marion Ter. Marion St. Vernon St.

Traffic Control Type:b U U U U U U U

Year: 2014 0 0 0 1 0 0 1 2015 0 1 0 0 0 0 1 2016 0 0 0 0 0 0 0 2017 0 0 3 0 0 1 0 2018 1 1 0 0 0 0 1 Total 1 2 3 1 0 1 3

Average 0.20 0.40 0.60 0.20 0.00 0.20 0.60 Ratec 0.04 0.09 0.13 0.17 0.00 0.10 0.31 MassDOT Crash Rate:d 0.57/0.52 0.57/0.52 0.57/0.52 0.57/0.52 0.57/0.52 0.57/0.52 0.57/0.52 Significant?e No No No No No No No

Type: Angle 0 1 0 0 0 0 1 Rear-End 1 0 0 0 0 0 0 Head-On 0 0 0 0 0 0 0 Sideswipe 0 0 1 0 0 0 0 Fixed Object 0 0 0 0 0 0 0 Pedestrian/Bicycle 0 1 2 1 0 1 2 Unknown/Other 0 0 0 0 0 0 0 Total 1 2 3 1 0 0 3

Conditions: Clear 1 1 3 1 0 0 2 Cloudy 0 0 0 0 0 1 1 Rain 0 1 0 0 0 0 0 Snow/Ice 0 0 0 0 0 0 0 Total 1 2 3 1 0 1 3

Lighting: Daylight 1 2 3 1 0 1 2 Dawn/Dusk 0 0 0 0 0 0 0 Dark (Road Lit) 0 0 0 0 0 0 1 Dark (Road Unlit) 0 0 0 0 0 0 0 Total 1 2 3 1 0 1 3

Day of Week: Monday through Friday 0 1 3 1 0 1 1 Saturday 1 1 0 0 0 0 0 Sunday 0 0 0 0 0 0 2 Total 1 2 3 1 0 1 3

Severity: Property Damage Only 0 1 2 0 0 0 1 Personal Injury 1 1 1 0 0 1 1 Fatality 0 0 0 0 0 0 0 Unknown 0 0 0 1 0 0 1 Total 1 2 3 1 0 1 3 aSource: MassDOT Safety Management/Traffic Operations Unit records, 2014 through 2018. bTraffic Control Type: U = unsignalized. cCrash rate per million vehicles entering the intersection. dStatewide/District crash rate. eThe intersection crash rate is significant if it is found to exceed the MassDOT crash rate for the MassDOT Highway Division District in which the Project is located (District 6).

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FUTURE CONDITIONS

Traffic volumes in the study area were projected to the year 2028, which reflects a seven-year planning horizon consistent with MassDOT’s Transportation Impact Assessment (TIA) Guidelines. Independent of the Project, traffic volumes on the roadway network in the year 2028 under No-Build conditions include all existing traffic and new traffic resulting from background traffic growth. Anticipated Project-generated traffic volumes superimposed upon the 2028 No-Build traffic volumes reflect 2028 Build traffic volume conditions with the Project.

FUTURE TRAFFIC GROWTH

Future traffic growth is a function of the expected land development in the immediate area and the surrounding region. Several methods can be used to estimate this growth. A procedure frequently employed estimates an annual percentage increase in traffic growth and applies that percentage to all traffic volumes under study. The drawback to such a procedure is that some turning volumes may actually grow at either a higher or a lower rate at particular intersections.

An alternative procedure identifies the location and type of planned development, estimates the traffic to be generated, and assigns it to the area roadway network. This procedure produces a more realistic estimate of growth for local traffic; however, potential population growth and development external to the study area would not be accounted for in the resulting traffic projections.

To provide a conservative analysis framework, both procedures were used, the salient components of which are described below.

Specific Development by Others

The Town of Brookline Planning and Community Development Department was consulted in order to determine if there were any projects planned within the study area that would have an impact on future traffic volumes at the study intersections. Based on those consultations, the following projects were identified for inclusion in this assessment:

¾ Proposed Residential Development, 209 Harvard Street, Brookline, Massachusetts. This project entails the construction of a 41-unit multifamily residential community to be located at 209 Harvard Street and east of the Project site.

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¾ Proposed Residential Development, 52 Auburn Street, Brookline, Massachusetts. This project entails the construction of a 12-unit multifamily residential community to be located at 52 Auburn Street and south of the Project site.

¾ Proposed Residential Development, 108-120 Centre Street, Brookline, Massachusetts. This project entails the construction of 336-units of multifamily residential housing to be located across several parcels along Centre Street and north of the Project site.

¾ Proposed Mixed-Use Development (a.k.a. Waldo Durgin Development), Brookline, Massachusetts. This project entails the construction of a 143-unit multifamily residential community and a 210-room hotel to be located off Harvard Street and Beacon Street and north of the Project site.

Traffic volumes associated with the aforementioned specific development projects by others were obtained using trip-generation information available from the Institute of Transportation Engineers (ITE)8 for the appropriate land use, and were assigned onto the study area roadway network based on existing traffic patterns where no other information was available. No other developments were identified at this time that are expected to result in an increase in traffic within the study area beyond the general background traffic growth rate.

General Background Traffic Growth

Traffic-volume data compiled by MassDOT from permanent count stations located in the Town of Brookline and the City of Boston were reviewed in order to determine general traffic growth trends in the area. This data indicates that traffic volumes have fluctuated over the 10-year period between 2009 and 2019, with an average traffic growth rate of 0.78 percent. In order to provide a prudent planning condition for the Project, a slightly higher 1.0 percent per year compounded annual background traffic growth rate was used in order to account for future traffic growth and presently unforeseen development within the study area.

Roadway Improvement Projects

The Town of Brookline and MassDOT were contacted in order to determine if there were any planned future roadway improvement projects within the study area. Based on these discussions, no roadway improvement projects aside from routine maintenance activities were identified to be planned within the study area at this time.

No-Build Traffic Volumes

The 2028 No-Build condition peak-hour traffic-volumes were developed by applying the 1.0 percent per year compounded annual background traffic growth rate to the 2021 Existing peak-hour traffic volumes and then adding the traffic volumes associated with the identified specific development projects by others. The resulting 2028 No-Build weekday morning and evening peak-hour traffic volumes are shown on Figures 10 and 11, respectively.

8Ibid 1.

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PROJECT-GENERATED TRAFFIC

Design year (2028 Build) traffic volumes for the study area roadways were determined by estimating Project-generated traffic volumes and assigning those volumes on the study roadways. The following sections describe the methodology used to develop the anticipated traffic characteristics of the Project.

As proposed, the Project will entail the phased construction of a 139-unit multifamily residential community that will serve elderly and disabled residents. In order to develop the traffic characteristics of the Project, trip-generation statistics published by the ITE9 for a similar land use as that proposed were used. ITE Land Use Code 252, Senior Adult Housing - Attached, was used to establish the base trip generation calculations for the Project.

Transit Use

Given the availability of public transportation services to the Project site (MBTA Green Line subway and bus services) and the interconnected network of sidewalks and bicycle facilities, it is expected that a significant portion of the residents of the Project will use public transportation services, walk or bicycle, thereby reducing the volume of single-occupant vehicle (SOV) trips that may be associated with the Project. In order to determine the proportion of residents of the Project that may use transit, walk or bicycle as their primary mode of transportation, travel mode data obtained from the 2015-2019 American Community Survey (ACS) for the Census Tract that contains the Project site (Census Tract 4008) was reviewed. Based on the ACS data, the following commuting modes were identified for workers age 16 or older who reside within the Town:

¾ Single-Occupant Vehicle: 25.9% ¾ Car/Vanpool/Taxi/Other: 5.5% ¾ Public Transportation: 29.5% ¾ Walk: 29.5% ¾ Bicycle: 6.8% ¾ Worked at Home: 2.8%

According to the ACS, approximately 74 percent of workers that reside in the Census Tract reported that they used an alternative mode of transportation to SOV to travel to/from work, with approximately 6 percent participating in a car or vanpool, 29 percent using public transportation (transit), 29 percent walking, 7 percent bicycling and 3 percent reporting that they work at home.

In order to account for the use of alternative modes of transportation to SOVs, the base ITE trip-generation calculations for the Project were first converted to person trips using a vehicle occupancy ratio of 1.03 persons per vehicle, which was obtained from the ACS, and were then disseminated to the modes of transportation that are accessible to the residents of the Project: public transportation (transit), pedestrian, bicycle and automobile.

In order to provide a conservative (high) analysis condition from which to assess the potential impact of the Project on the transportation infrastructure, it was assumed that 60 percent of the trips generated by the Project would consist of automobile trips, with 30 percent of trips assumed to be made using transit, 5 percent each consisting of pedestrian trips and bicycle trips.

9Ibid 1.

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Table 5 summarizes the traffic characteristics of the Project obtained using the above methodology, with detailed trip calculations provided in the Appendix.

Table 5 TRIP-GENERATION SUMMARY

Person Trips

ITE Total Automobile Transit Pedestrian Bicycle Vehicle Person Trips Trips Trips Trips Automobile Trip Period/Direction Tripsa Tripsb (60%) (30%) (5%) (5%) Tripsc

Average Weekday Daily: Entering 257 265 159 80 13 13 154 Exiting 257 265 159 80 13 13 154 Total 514 530 318 160 26 26 308

Weekday Morning Peak Hour: Entering 10 10 6 3 1 0 6 Exiting 18 19 11 6 1 1 11 Total 28 29 17 9 2 1 17

Weekday Evening Peak Hour: Entering 20 21 13 6 1 1 13 Exiting 16 16 10 5 1 0 10 Total 36 37 23 11 2 1 23 aBased on ITE LUC 252, Senior Adult Housing - Attached, and 139 dwelling units. bITE vehicle trips x vehicle occupancy ratio (VOR) of 1.03. cAutomobile person trips divided by 1.03.

Project-Generated Traffic Volume Summary

As can be seen in Table 5, using the aforementioned methodology and after applying adjustments to account for the use of alternative modes of transportation to SOVs, the Project is expected to generate approximately 308 automobile trips, 160 transit trips, 26 pedestrian trips and 26 bicycle trips on an average weekday (two-way, 24-hour volumes). During the weekday morning peak- hour, the Project is expected to generate 17 automobile trips (6 vehicles entering and 11 exiting), 9 transit trips, 2 pedestrian trips and 1 bicycle trip. During the weekday evening peak-hour, the Project is expected to generate 23 automobile trips (13 vehicles entering and 10 exiting), 11 transit trips, 2 pedestrian trips and 1 bicycle trip.

As noted previously, the Project site is currently occupied by the existing 60-unit Colonel Eugene B. Floyd Apartments Elderly/Disabled Housing development that will be removed to accommodate the Project. Traffic volumes associated with the existing use were not removed from the study area intersections in order to provide conservative (high) traffic volumes from which to assess the potential impact of the Project on the transportation infrastructure.

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TRIP DISTRIBUTION AND ASSIGNMENT

The directional distribution of generated automobile trips to and from the Project site was determined based on a review of Journey-to-Work data obtained from the U.S. Census for persons residing in the Town of Brookline and then refined based on existing traffic patterns within the study area. The general trip distribution for the Project is graphically depicted on Figure 12. The additional traffic expected to be generated by the Project was assigned on the study area roadway network as shown on Figures 13 and 14 for the weekday morning and evening peak hours, respectively.

FUTURE TRAFFIC VOLUMES - BUILD CONDITION

The 2028 Build condition traffic volumes consist of the 2028 No-Build traffic volumes with the additional traffic expected to be generated by the Project added to them. The 2028 Build weekday morning and evening peak-hour traffic-volumes are graphically depicted on Figures 15 and 16, respectively.

A summary of peak-hour projected traffic-volume changes outside of the study area that is the subject of this assessment is shown in Table 6. These changes are a result of the construction of the Project.

Table 6 PEAK-HOUR TRAFFIC-VOLUME INCREASES

Traffic Volume Percent Increase Increase 2021 2028 2028 Over Over Location/Peak Hour Existing No-Build Build No-Build No-Build Harvard Street, north of Marion Street: Weekday Morning 1,197 1,340 1,348 8 0.6 Weekday Evening 1,201 1,359 1,370 11 0.8

Harvard Street, south of Vernon Street: Weekday Morning 1,083 1,218 1,225 7 0.6 Weekday Evening 1,059 1,206 1,216 10 0.8

Park Street, north of Marion Street: Weekday Morning 64 68 68 0 0.0 Weekday Evening 109 117 117 0 0.0

Park Street, south of Vernon Street: Weekday Morning 254 329 330 1 0.3 Weekday Evening 321 345 346 1 0.3

Marion Street, west of Park Street: Weekday Morning 245 264 265 1 0.4 Weekday Evening 261 280 281 1 0.4

Vernon Street, west of Park Street: Weekday Morning 172 185 185 0 0.0 Weekday Evening 155 166 166 0 0.0

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As shown in Table 6, Project-related traffic-volume increases outside of the study area relative to 2028 No-Build conditions are anticipated to range from 0.0 to 0.8 percent during the peak periods, with vehicle increases shown to range from 0 to 11 vehicles. When distributed over the peak-hour, the predicted traffic volume increases would not result in a material impact (increase) on motorist delays or vehicle queuing outside of the immediate study area that is the subject of this assessment.

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TRAFFIC OPERATIONS ANALYSIS

Measuring existing and future traffic volumes quantifies traffic flow within the study area. To assess quality of flow, roadway capacity, and vehicle queue analyses were conducted under Existing, No-Build, and Build traffic volume conditions. Capacity analyses provide an indication of how well the roadway facilities serve the traffic demands placed upon them, with vehicle queue analyses providing a secondary measure of the operational characteristics of an intersection or section of roadway under study.

METHODOLOGY

Levels of Service

A primary result of capacity analyses is the assignment of level of service to traffic facilities under various traffic-flow conditions.10 The concept of level of service is defined as a qualitative measure describing operational conditions within a traffic stream and their perception by motorists and/or passengers. A level-of-service definition provides an index to quality of traffic flow in terms of such factors as speed, travel time, freedom to maneuver, traffic interruptions, comfort, convenience, and safety.

Six levels of service are defined for each type of facility. They are given letter designations from A to F, with level-of-service (LOS) A representing the best operating conditions and LOS F representing congested or constrained operating conditions.

Since the level of service of a traffic facility is a function of the traffic flows placed upon it, such a facility may operate at a wide range of levels of service, depending on the time of day, day of week, or period of year.

10The capacity analysis methodology is based on the concepts and procedures presented in the Highway Capacity Manual; Transportation Research Board; Washington, DC; 2010.

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Unsignalized Intersections

The six levels of service for unsignalized intersections may be described as follows:

x LOS A represents a condition with little or no control delay to minor street traffic.

x LOS B represents a condition with short control delays to minor street traffic.

x LOS C represents a condition with average control delays to minor street traffic.

x LOS D represents a condition with long control delays to minor street traffic.

x LOS E represents operating conditions at or near capacity level, with very long control delays to minor street traffic.

x 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 2010 Highway Capacity Manual.11 Level of service is measured in terms of average control delay. Mathematically, control delay is a function of the capacity and degree of saturation of the lane group and/or approach under study and is a quantification of motorist delay associated with traffic control devices such as traffic signals and STOP signs. Control delay includes the effects of initial deceleration delay approaching a STOP sign, stopped delay, queue move-up time, and final acceleration delay from a stopped condition. Definitions for level of service at unsignalized intersections are also given in the 2010 Highway Capacity Manual. Table 7 summarizes the relationship between level of service and average control delay for two-way stop-controlled and all-way stop-controlled intersections.

Table 7 LEVEL-OF-SERVICE CRITERIA FOR UNSIGNALIZED INTERSECTIONSa

Level-Of-Service by Volume-to-Capacity Ratio Average Control Delay YF v/c > 1.0 (Seconds Per Vehicle)

A F B F 10.1 to 15.0 C F 15.1 to 25.0 D F 25.1 to 35.0 E F 35.1 to 50.0 F F >50.0 aSource: Highway Capacity Manual; Transportation Research Board; Washington, DC; 2010; page 19-2.

11Highway Capacity Manual; Transportation Research Board; Washington, DC; 2010.

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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 based upon the methodology and procedures presented in the 2010 Highway Capacity Manual. The Synchro® vehicle queue analysis methodology is a simulation based model which reports the number of vehicles that experience a delay of six seconds or more at an intersection. For signalized intersections, Synchro® reports both the average (50th percentile) the 95th percentile vehicle queue. For unsignalized intersections, Synchro® reports the 95th percentile vehicle queue. Vehicle queue lengths are a function of the capacity of the movement under study and the volume of traffic being processed by the intersection during the analysis period. The 95th 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 95th percentile queue length).

ANALYSIS RESULTS

Level-of-service and vehicle queue analyses were conducted for 2021 Existing, 2028 No-Build and 2028 Build conditions for the intersections within the study area. The results of the intersection capacity and vehicle queue analyses are summarized in Table 8, with the detailed analysis results presented in the Appendix.

The following is a summary of the level-of-service and vehicle queue analyses for the intersections within the study area. For context, we note that an LOS of “D” or better is generally defined as “acceptable” operating conditions.

As can be seen in Table 8, the addition of Project-related traffic to the study area intersections is not predicted to result in a change in LOS for any movement over No-Build conditions. Project-related impacts at the study area intersections were identified as follows:

Harvard Street at Marion Street – All movements were shown to continue to operate at LOS A during the peak hours with no material increase in motorist delay or vehicle queuing predicted to occur as a result of the Project.

Harvard Street at Foster Street – All movements were shown to continue to operate at LOS C or better during the peak hours, with Project-related impacts defined as an increase in average motorist delay of up to 3.9 seconds and in vehicle queuing of up to one (1) vehicle.

Harvard Street at Vernon Street – No-change in LOS or vehicle queuing is predicted to occur for any movement over No-Build conditions, with Project-related impacts defined as an increase in average motorist delay of up to 5.1 seconds with no material increase in vehicle queuing predicted. Independent of the Project, all movements from Vernon Street were shown to operate at or over capacity (i.e., LOS “E” or “F”) during the weekday morning and evening peak hours under Existing conditions.

Marion Street at Foster Street Extension – All movements were shown to continue to operate at LOS B or better during the peak hours, with Project-related impacts defined as an increase in average motorist delay of less than 1.0 seconds with no material increase in vehicle queuing predicted.

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Marion Street at Marion Terrace – All movements were shown to continue to operate at LOS B or better during the peak hours with no material increase in motorist delay or vehicle queuing predicted to occur as a result of the Project.

Park Street at Marion Street – All movements were shown to continue to operate at LOS B or better during the peak hours, with Project-related impacts defined as an increase in average motorist delay of less than 1.0 seconds with no material increase in vehicle queuing predicted.

Park Street at Vernon Street – All movements were shown to continue to operate at LOS B or better during the peak hours with no material increase in motorist delay or vehicle queuing predicted to occur as a result of the Project.

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Table 8 UNSIGNALIZED INTERSECTION LEVEL-OF-SERVICE AND VEHICLE QUEUE SUMMARY

2021 Existing 2028 No-Build 2028 Build

Unsignalized Intersection/ Queued Queue Queue Peak Hour/Movement Demanda Delayb LOSc 95th Demand Delay LOS 95th Demand Delay LOS 95th

Harvard Street at Marion Street Weekday Morning: Harvard Street NB LT/TH 676 0.9 A 1 746 1.0 A 1 746 1.0 A 1 Harvard Street SB TH/RT 589 0.0 A 0 667 0.0 A 0 670 0.0 A 0 Weekday Evening: Harvard Street NB LT/TH 577 1.4 A 1 659 1.4 A 1 659 1.4 A 1 Harvard Street SB TH/RT 707 0.0 A 0 789 0.0 A 0 796 0.0 A 0

Harvard Street at Foster Street Weekday Morning: Laurel Street EB LT/RT 8 17.9 C 1 8 20.7 C 1 17 24.6 C 1 Harvard Street NB LT/TH 679 0.1 A 0 750 0.1 A 0 753 0.1 A 0 Harvard Street SB TH/RT 431 0.0 A 0 497 0.0 A 0 497 0.0 A 0 Weekday Evening: Laurel Street EB LT/RT 5 20.3 C 0 5 23.9 C 0 13 23.9 C 1 Harvard Street NB LT/TH 578 0.1 A 0 660 0.1 A 0 666 0.1 A 0 Harvard Street SB TH/RT 494 0.0 A 0 560 0.0 A 0 560 0.0 A 0

Harvard Street at Vernon Street Weekday Morning: Vernon Street EB LT/RT 244 >50.0 F 10 262 >50.0 F 16 262 >50.0 F 16 Harvard Street NB LT/TH 544 0.0 A 0 605 0.0 A 0 608 0.0 A 0 Harvard Street SB TH/RT 430 0.0 A 0 496 0.0 A 0 496 0.0 A 0 Weekday Evening: Vernon Street EB LT/RT 203 40.8 E 6 218 >50.0 F 9 218 >50.0 F 9 Harvard Street NB LT/TH 471 0.0 A 0 545 0.0 A 0 551 0.0 A 0 Harvard Street SB TH/RT 492 0.0 A 0 558 0.0 A 0 558 0.0 A 0

Marion Street at Foster Street Extension Weekday Morning: Marion Street WB LT/TH/RT 226 0.0 A 0 243 0.0 A 0 246 0.0 A 0 Foster Street Extension NB LT 5 10.5 B 0 5 10.6 B 0 7 10.7 B 0 Private Driveway SB RT 2 9.7 A 0 2 9.8 A 0 2 9.8 A 0 Weekday Evening: Marion Street WB LT/TH/RT 296 0.0 A 0 318 0.0 A 0 325 0.0 A 0 Foster Street Extension NB LT 1 10.7 B 0 1 10.9 B 0 3 11.1 B 0 Private Driveway SB RT 1 9.9 A 0 1 10.1 B 0 1 10.1 B 0

See notes at end of the table.

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Table 8 (Continued) UNSIGNALIZED INTERSECTION LEVEL-OF-SERVICE AND VEHICLE QUEUE SUMMARY

2021 Existing 2028 No-Build 2028 Build

Unsignalized Intersection/ Queued Queue Queue Peak Hour/Movement Demanda Delayb LOSc 95th Demand Delay LOS 95th Demand Delay LOS 95th

Marion Street at Marion Terrace Weekday Morning: Marion Street WB LT/TH/RT 228 0.0 A 0 245 0.0 A 0 247 0.0 A 0 Marion Terrace NB LT 4 10.3 B 0 4 10.5 B 0 4 10.5 B 0 Private Driveway SB RT 0 0.0 A 0 0 0.0 A 0 0 0.0 A 0 Weekday Evening: Marion Street WB LT/TH/RT 287 0.0 A 0 308 0.0 A 0 310 0.0 A 0 Marion Terrace NB LT 1 10.7 B 0 1 10.9 B 0 1 10.9 B 0 Private Driveway SB RT 1 9.9 A 0 1 10.1 B 0 1 10.1 B 0

Park Street at Marion Street Weekday Morning: Marion Street WB LT/TH/RT 228 9.8 A 2 245 10.1 B 2 247 10.2 B 2 Park Street NB LT 79 8.9 A 1 86 9.1 A 1 86 9.1 A 1 Park Street SB TH/RT 64 8.2 A 1 68 8.3 A 1 68 8.3 A 1 Weekday Evening: Marion Street WB LT/TH/RT 285 10.8 B 2 306 11.4 B 3 308 11.5 B 3 Park Street NB LT 78 8.9 A 1 84 9.1 A 1 84 9.1 A 1 Park Street SB TH/RT 108 8.6 A 1 116 8.8 A 1 116 8.9 A 1

Park Street at Vernon Street Weekday Morning: Vernon Street EB LT/TH/RT 172 10.7 B 1 185 11.0 B 1 185 11.0 B 1 Park Street NB TH/RT 168 0.0 A 0 181 0.0 A 0 181 0.0 A 0 Park Street SB LT/TH 126 2.3 A 0 135 2.3 A 0 136 2.3 A 0 Weekday Evening: Vernon Street EB LT/TH/RT 155 10.6 B 1 166 11.0 B 1 166 11.0 B 1 Park Street NB TH/RT 109 0.0 A 0 117 0.0 A 0 117 0.0 A 0 Park Street SB LT/TH 209 2.0 A 0 225 2.0 A 0 226 2.0 A 0 aDemand in vehicles per hour. bAverage control delay per vehicle (in seconds). cLevel-of-Service. dQueue length in vehicles. NB = northbound; SB = southbound; EB = eastbound; WB = westbound; LT = left-turning movements; TH = through movements; RT = right-turning movements.

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PEDESTRIAN, BICYCLE AND TRANSIT IMPACTS

PEDESTRIAN AND BICYCLE IMPACTS

Pedestrian Impacts

The Project is expected to generate approximately 26 pedestrian trips on an average weekday (two-way, 24-hour volume), with 2 pedestrian trips expected during the weekday morning peak-hour and 2 pedestrian trips expected during the weekday evening peak-hour. As documented as a part of this assessment, sidewalks are provided continuously along one or both sides of the study area roadways, with marked crosswalks provided for crossing one or more approaches at the majority of the study intersections.

The majority of the pedestrian activity within the study area is associated with the MBTA Coolidge Corner Station on the Green Line subway system which is located off Harvard Street and north of the Project site. Pedestrian crossing volumes at the Harvard Street/Marion Street intersection were observed to range from 158 crossings during the weekday morning peak-hour to 228 crossings during the weekday evening peak-hour. Assuming that the majority of the transit trips associated with the Project will be oriented to/from Coolidge Corner Station and that residents will walk to/from the station, the Project would be expected to add approximately 11 pedestrian trips to the Harvard Street sidewalk during the weekday morning peak-hour (9 transit riders and 2 pedestrian trips) and 13 pedestrian trips during the weekday evening peak-hour (11 transit riders and 2 pedestrian trips). These increases are relatively minor when dispersed over the peak hours and can reasonably be accommodated by the existing pedestrian infrastructure. That being said, this assessment has identified that the study area is included in high pedestrian crash cluster area for the period 2008-2017 as defined on MassDOT’s HSIP listing.

Bicycle Impacts

The Project is expected to generate approximately 26 bicycle trips on an average weekday (two-way, 24-hour volume), with 1 bicycle trip expected each during the weekday morning and evening peak hours. Marked bicycle lanes are provided along Harvard Street and Park Street (in the northbound direction north of Marion Street) within the study area, with Marion Street, Vernon Street and Park Street providing sufficient width (combined travel lane and paved shoulder) to support bicycle travel in a shared traveled-way configuration. Bicycle activity within the study area was found to be relatively modest, again, most likely due to winter month conditions, with bi- directional bicycle volumes along Harvard Street found to range from approximately 23 to

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39 bicyclists during the peak hours. The additional bicycle trips associated with the Project are relatively minor (1 peak-hour trip) and can be accommodated by the existing bicycle accommodations within the study area in a safe and efficient manner.

TRANSIT (PUBLIC TRANSPORTATION) IMPACTS

The Project is expected to generate approximately 160 transit trips on an average weekday (two-way, 24-hour volume), with 9 transit trips expected during the weekday morning peak-hour and 11 transit trips expected during the weekday evening peak-hour. The majority of the transit trips that are generated by the Project are expected to be made by way of the MBTA Green Line subway system and accessed from Coolidge Corner Station, which is located north of the Project site and within a 6-minute walking distance. The additional peak-hour load on the Green Line from the Project is expected to be 9 additional riders during the weekday morning peak-hour (6 inbound and 3 outbound) and 11 additional riders during the weekday evening peak-hour (5 inbound and 6 outbound).

The MBTA operates 34 cars on the Green Line C Branch during both the weekday morning and evening peak service periods (7:00 to 9:00 AM and 4:00 to 6:00 PM, respectively), which have a seating capacity of 46, a service policy capacity12 of 101 riders and a “crush capacity” of 269 riders. The “crush capacity” is the maximum number of transit riders that can be accommodated by the service or vehicle and exceeds the service policy capacity standards defined in the MBTA’s Service Delivery Policy.13 Individual trips or vehicles can exceed the service capacity; however, the average loading should continue to be within the service capacity standard.

Applying the capacity standards to the Green Line C Branch results in a service policy capacity of 3,434 riders during the weekday morning and evening peak service periods (34 cars x 101 riders per car), and a “crush capacity” of 9,146 riders (34 cars x 269 riders per car). This capacity is sufficient to accommodate the modest increase in peak-hour ridership that is expected as a result of the Project (9 additional riders during the weekday morning peak-hour and 11 additional riders during the weekday evening peak-hour).

12The service capacity standards are defined in the MBTA’s Service Delivery Policy which specifies vehicle loading standards and levels of crowding that are deemed “acceptable” by time period and transit mode. 13Service Delivery Policy; Massachusetts Bay Transportation Authority; June 2, 2010.

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SIGHT DISTANCE EVALUATION

Sight distance measurements were performed at the Project site driveway intersections with Marion Street and Foster Street in accordance with MassDOT and American Association of State Highway and Transportation Officials (AASHTO)14 requirements. Both stopping sight distance (SSD) and intersection sight distance (ISD) measurements were performed. In brief, SSD is the distance required by a vehicle traveling at the design speed of a roadway, on wet pavement, to stop prior to striking an object in its travel path. ISD or corner sight distance (CSD) is the sight distance required by a driver entering or crossing an intersecting roadway to perceive an on-coming vehicle and safely complete a turning or crossing maneuver with on-coming traffic. In accordance with AASHTO standards, if the measured ISD is at least equal to the required SSD value for the appropriate design speed, the intersection can operate in a safe manner. Table 9 presents the measured SSD and ISD at the subject intersections.

14A Policy on Geometric Design of Highway and Streets, 7th Edition; American Association of State Highway and Transportation Officials (AASHTO); Washington D.C.; 2018.

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Table 9 SIGHT DISTANCE MEASUREMENTSa

Feet Required Minimum Desirable Intersection/Sight Distance Measurement (SSD) (ISD)b Measured Marion Street at the east Project Site Driveway Stopping Sight Distance: Marion Street approaching from the west 155 -- 417

Intersection Sight Distance: Looking to the east from the Project Site Driveway 155 240 37/161c

Marion Street at the west Project Site Driveway Stopping Sight Distance: Marion Street approaching from the west 155 -- 492

Intersection Sight Distance: Looking to the east from the Project Site Driveway 155 240 153/266c

Foster Street at the Project Site Driveway Stopping Sight Distance: Foster Street approaching from the east 155 -- 271 Foster Street approaching from the west 50 -- 66

Intersection Sight Distance: Looking to the east from the Project Site Driveway 155 195 110/271d Looking to the west from the Project Site Driveway 50 115 66 aRecommended minimum values obtained from A Policy on Geometric Design of Highways and Streets, 7th Edition; American Association of State Highway and Transportation Officials (AASHTO); 2018; and based on an approach speed of 25 mph along Marion Street and Foster Street westbound and a 10 mph approach speed along Foster Street eastbound to account for the reduced travel speed of vehicles turning from Foster Street Extension on Foster Street. bValues shown are the intersection sight distance for a vehicle turning right or left exiting a roadway under STOP control such that motorists approaching the intersection on the major street should not need to adjust their travel speed to less than 70 percent of their initial approach speed. cAvailable sight distance with the restriction of parking adjacent to the driveway. dAvailable sight distance with the removal of a tree located within the Project site.

As can be seen in Table 9, with the restriction of parking along Marion Street adjacent to the Project site driveways (approximately two (2) spaces) and the removal of an existing tree located within the Project site and along the north side of Foster Street that will occur with the construction of the proposed parking lot, the available lines of sight exceed or can be made to exceed the recommended minimum sight distance to function in a safe manner (SSD) based on the appropriate approach speeds.

G:\8682 Brookline, MA\Reports\Colonel Floyd Apartments TIA 2_21.docx 31

CONCLUSIONS AND RECOMMENDATIONS

CONCLUSIONS

VAI has conducted a TIA in order to determine the potential impacts on the transportation infrastructure associated with the proposed redevelopment of the Colonel Eugene B. Floyd Apartments located off Marion Street, Foster Street and Foster Street Extension in Brookline, Massachusetts, to accommodate a multifamily residential community to serve elderly and disabled residents The following specific areas have been evaluated as they relate to the Project: i) access requirements; ii) potential off-site improvements; and iii) safety considerations; under existing and future conditions, both with and without the Project. Based on this assessment, we have concluded the following with respect to the Project:

1. Using trip-generation statistics published by the ITE15 and with appropriate adjustments to account for the use of alternative modes of transportation to single-occupant vehicles (SOVs), the Project is expected to generate approximately 308 automobile trips, 160 transit trips, 26 pedestrian trips and 26 bicycle trips on an average weekday. During the weekday morning peak-hour, the Project is expected to generate 17 automobile trips, 9 transit trips, 2 pedestrian trips and 1 bicycle trip. During the weekday evening peak-hour, the Project is expected to generate 23 automobile trips, 11 transit trips, 2 pedestrian trips and 1 bicycle trip;

2. The Project will not have a significant impact (increase) on motorist delays or vehicle queuing over Existing or anticipated future conditions without the Project (No-Build conditions), with no change in LOS shown to occur for any movement and Project-related impacts generally defined as an increase in average motorist delay of up to 5.1 seconds and in vehicle queuing of up to one (1) vehicle;

15Ibid 1.

G:\8682 Brookline, MA\Reports\Colonel Floyd Apartments TIA 2_21.docx 32

4. Independent of the Project, the Harvard Street/Marion Street, Harvard Street/Foster Street, Marion Street/Foster Street Extension and Marion Street/Marion Terrace intersections are located within a high pedestrian crash cluster area for the period 2008-2017 as defined on MassDOT’s HSIP listing. That being said, all of the study area intersections were found to have motor vehicle crash rates below the MassDOT average crash rates for similar intersections; and

RECOMMENDATIONS

Project Access

¾ A “No Right Turn” sign should be installed opposite the west Project site driveway on Marion Street accompanied by a “One Way” sign.

G:\8682 Brookline, MA\Reports\Colonel Floyd Apartments TIA 2_21.docx 33

¾ All signs and pavement markings to be installed within the Project site should conform to the applicable standards of the Manual on Uniform Traffic Control Devices (MUTCD).16

¾ Bicycle parking should be provided at an appropriate location within the Project site.

¾ Snow windrows within sight triangle areas of the Project site driveways should be promptly removed where such accumulations would impede sight lines.

Transportation Demand Management

Public transportation services are provided within the study area by the MBTA (fixed-route bus service and Green Line subway service) and are accessible to residents of the Project. MBTA bus Route 66, Harvard Square – Nubian Station, provides service along Harvard Street with a stop in each direction at the intersections of Harvard Street at Marion Street (inbound) and Harvard Street at Vernon Street (outbound), which are located within a three-minute walking distance of the Project site. Coolidge Corner Station on the C Branch of the MBTA Green Line subway system is located within an approximate six-minute walking distance to the north of the Project site. In addition, the MBTA provides The RIDE paratransit services to eligible persons who cannot use fixed-route transit (bus, subway, trolley) due to a physical, cognitive or mental disability in compliance with ADA requirements.

¾ A transportation coordinator will be designated for the Project to coordinate the elements of the TDM program;

¾ Information regarding public transportation services, maps, schedules and fare information will be posted in a central location and/or otherwise made available to residents;

¾ A “welcome packet” will be provided to residents detailing available public transportation services, bicycle and walking alternatives, and commuter options available;

¾ Pedestrian accommodations will be incorporated into the Project site;

¾ Bicycle parking will be provided within the Project site; and

¾ A transit screen/display will be provided in the building lobby to display real-time transportation information (similar t).

16Ibid 2.

G:\8682 Brookline, MA\Reports\Colonel Floyd Apartments TIA 2_21.docx 34

G:\8682 Brookline, MA\Reports\Colonel Floyd Apartments TIA 2_21.docx 35 APPENDIX

PROJECT SITE PLAN AUTOMATIC TRAFFIC RECORDER COUNT DATA MANUAL TURNING MOVEMENT COUNT DATA SEASONAL ADJUSTMENT DATA COVID-19 ADJUSTMENT DATA PUBLIC TRANSPORTATION SCHEDULES VEHICLE TRAVEL SPEED DATA MASSDOT CRASH RATE WORKSHEETS AND HIGH CRASH LOCATION MAPPING GENERAL BACKGROUND TRAFFIC GROWTH BACKGROUND DEVELOPMENT TRAFFIC-VOLUME NETWORKS TRIP-GENERATION CALCULATIONS JOURNEY TO WORK TRIP DISTRIBUTION CAPACITY ANALYSIS WORKSHEETS

PROJECT SITE PLAN 1 2345678910111213 NOTES

DO NOT SCALE DRAWINGS.

PROPOSED PARKING M TOTAL PARKING: 23 (6 HC PARKING SPACES) DROP OFF SPACES: 2 PARKING RATIO: 0.20

UNIT MIX PHASE I CopyrightDavis_ Square Architects, Inc. c

LEVEL 1BR UNITS MARION STREET L GARDEN LEVEL 6 FIRST FLOOR 12

SECOND FLOOR 20

THIRD FLORO 20

1 2 FOURTH FLOOR 20

K FIFTH FLOOR 20 DROP OFF/ PICKUP A201A6 SIXTH FLOOR 17 A1-1 TOTAL 115

UNIT 102 UNIT 101 606 SF 661 SF Gross Area Schedule (Phase I) J Name Area

LAUNDRY UNIT 103 MULTI-PURPOSE MULTI-PURPOSE LIVING ROOM 164 SF 607 SF GARDEN LEVEL 16,847 SF 723 SF 657 SF 495 SF PACKAGE D D WW FIRST FLOOR 17,230 SF 271 SF SECOND FLOOR 17,833 SF MEP 162 SF THIRD FLOOR 17,833 SF FOURTH FLOOR 17,833 SF H FIFTH FLOOR 17,674 SF

UNIT 104 SIXTH FLOOR 15,302 SF 604 SF Grand total 120,551 SF

STOR. A202A9 12 200 SF

BREAK G1-1 A201A7 400 SF G UNIT 105 604 SF

UNIT 112 A11 F1-1 605 SF 1 A202A9 UNIT 106 T C F 604 SF 8 C 13

9 C C 14 UNIT 111 A202A8 F2-8 N 1

605 SF O I 10 C S C 15

UNIT 107 X 604 SF E 16 T C

E No. REVISIONS/SUBMISSIONS Date

R 2

E T 17 S C

E UNIT 110 T 11 (23) PARKING S 3

605 SF TRASH O SPACES F 18 258 SF (8) 7'-6"x18'-0" A11 2 (15) 8'-6"x18'-0" 12 2 19 A10 RETAINING WALL 4 RETAINING WALL 20 D UNIT 109 5 605 SF Consultant 21

LOBBY 6 404 SF 22

UNIT 108 7 607 SF 23 C

Project REDEVELOPMENT OF 1 N COLONEL FLOYD APARTMENTS A10 FOSTER STREET CITY, STATE Title ESS FIRST FLOOR PLANR 31 B G Designed Drawing No. A202A8 Designer NT Checked I Author PROProject No.PR 2020054.00 Scale As indicated A-1 FIRST FLOOR PLAN Date A101 A 01/27/2021 1/16" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 AUTOMATIC TRAFFIC RECORDER COUNT DATA

Accurate Counts Page 1 978-664-2565 Location : Marion Street Location : West of Harvard Street City/State: Brookline, MA 8682VL01

Start 1/13/2021 WB Hour Totals Time Wed Morning Afternoon Morning Afternoon 12:00 2 44 12:15 1 39 12:30 2 39 12:45 0 49 5 171 01:00 0 42 01:15 0 58 01:30 0 36 01:45 1 42 1 178 02:00 0 36 02:15 0 41 02:30 0 42 02:45 0 50 0 169 03:00 1 47 03:15 1 34 03:30 0 42 03:45 0 45 2 168 04:00 1 59 04:15 0 50 04:30 0 56 04:45 3 48 4 213 05:00 3 46 05:15 2 46 05:30 4 50 05:45 3 62 12 204 06:00 6 46 06:15 7 48 06:30 14 41 06:45 11 44 38 179 07:00 24 30 07:15 20 30 07:30 28 31 07:45 29 26 101 117 08:00 30 18 08:15 32 15 08:30 40 12 08:45 28 21 130 66 09:00 28 16 09:15 32 8 09:30 25 12 09:45 42 14 127 50 10:00 31 6 10:15 33 10 10:30 24 2 10:45 41 2 129 20 11:00 25 6 11:15 41 4 11:30 53 7 11:45 45 1 164 18 Total 713 1553 Percent 31.5% 68.5% Accurate Counts Page 2 978-664-2565 Location : Marion Street Location : West of Harvard Street City/State: Brookline, MA 8682VL01

Start 1/14/2021 WB Hour Totals Time Thu Morning Afternoon Morning Afternoon 12:00 3 38 12:15 4 44 12:30 3 38 12:45 3 50 13 170 01:00 2 32 01:15 3 47 01:30 0 43 01:45 0 35 5 157 02:00 3 48 02:15 0 47 02:30 0 54 02:45 0 45 3 194 03:00 2 51 03:15 0 38 03:30 0 47 03:45 0 45 2 181 04:00 3 64 04:15 0 48 04:30 0 51 04:45 1 42 4 205 05:00 4 50 05:15 3 55 05:30 5 56 05:45 6 41 18 202 06:00 6 51 06:15 10 44 06:30 10 40 06:45 17 38 43 173 07:00 20 40 07:15 24 30 07:30 21 36 07:45 28 22 93 128 08:00 32 20 08:15 40 23 08:30 39 16 08:45 35 17 146 76 09:00 36 10 09:15 35 9 09:30 31 8 09:45 30 8 132 35 10:00 28 6 10:15 35 1 10:30 39 8 10:45 43 7 145 22 11:00 40 9 11:15 35 7 11:30 38 0 11:45 25 1 138 17 Total 742 1560 Percent 32.2% 67.8% Grand Total 1455 3113 Percent 31.9% 68.1%

ADT ADT 2,284 AADT 2,284 Accurate Counts Page 1 978-664-2565 Location : Marion Street Location : West of Harvard Street City/State: Brookline, MA 8682VL01

Start Mon Tue Wed Thu Fri Average Sat Sun Week Time 1/11/2021 1/12/2021 1/13/2021 1/14/2021 1/15/2021 Day 1/16/2021 1/17/2021 Average 12:00 AM * * 5 13 * 9 * * 9 01:00 * * 1 5 * 3 * * 3 02:00 * * 0 3 * 2 * * 2 03:00 * * 2 2 * 2 * * 2 04:00 * * 4 4 * 4 * * 4 05:00 * * 12 18 * 15 * * 15 06:00 * * 38 43 * 40 * * 40 07:00 * * 101 93 * 97 * * 97 08:00 * * 130 146 * 138 * * 138 09:00 * * 127 132 * 130 * * 130 10:00 * * 129 145 * 137 * * 137 11:00 * * 164 138 * 151 * * 151 12:00 PM * * 171 170 * 170 * * 170 01:00 * * 178 157 * 168 * * 168 02:00 * * 169 194 * 182 * * 182 03:00 * * 168 181 * 174 * * 174 04:00 * * 213 205 * 209 ** 209 05:00 * * 204 202 * 203 * * 203 06:00 * * 179 173 * 176 * * 176 07:00 * * 117 128 * 122 * * 122 08:00 * * 66 76 * 71 * * 71 09:00 * * 50 35 * 42 * * 42 10:00 * * 20 22 * 21 * * 21 11:00 * * 18 17 * 18 * * 18 Day Total 0 0 2266 2302 0 2284 0 0 2284 % Avg. 0.0% 0.0% 99.2% 100.8% 0.0% WkDay % Avg. 0.0% 0.0% 99.2% 100.8% 0.0% 100.0% 0.0% 0.0% Week AM Peak - - 11:00 08:00 - - 11:00 - - - - 11:00 - - Vol. - - 164 146 - - 151 - - - - 151 - - PM Peak - - 16:00 16:00 - - 16:00 - - - - 16:00 - - Vol. - - 213 205 - - 209 - - - - 209 - - Grand 0 0 2266 2302 0 2284 0 0 2284 Total

ADT ADT 2,284 AADT 2,284 MANUAL TURNING MOVEMENT COUNT DATA

Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820001 E/W Street : Marion Street Site Code : 86820001 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 1

Groups Printed- Cars - Trucks Harvard St Harvard St Marion St From North From South From West Start Time Thru Right Left Thru Left Right Int. Total 07:00 AM 42 20 649 00 117 07:15 AM 44 11 652 00 113 07:30 AM 49 24 378 00 154 07:45 AM 62 19 12 54 00 147 Total 197 74 27 233 0 0 531

08:00 AM 62 19 10 77 00 168 08:15 AM 47 20 10 72 00 149 08:30 AM 70 30 11 83 00 194 08:45 AM 67 20 587 00 179 Total 246 89 36 319 0 0 690

Grand Total 443 163 63 552 00 1221 Apprch % 73.1 26.9 10.2 89.8 00 Total % 36.3 13.3 5.2 45.2 00 Cars 420 159 62 519 0 0 1160 % Cars 94.8 97.5 98.4 94 00 95 Trucks 23 4 1 33 0 0 61 % Trucks 5.2 2.5 1.6 6 00 5

Harvard St Harvard St Marion St From North From South From West Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 62 19 81 10 77 87 00 0 168 08:15 AM 47 20 67 10 72 82 00 0 149 08:30 AM 70 30 100 11 83 94 00 0 194 08:45 AM 67 20 87 5 87 92 00 0 179 Total Volume 246 89 335 36 319 355 0 0 0 690 % App. Total 73.4 26.6 10.1 89.9 0 0 PHF .879 .742 .838 .818 .917 .944 .000 .000 .000 .889 Cars 235 89 324 36 306 342 00 0 666 % Cars 95.5 100 96.7 100 95.9 96.3 00 096.5 Trucks 11 0 11 01313 00 0 24 % Trucks 4.5 0 3.3 04.13.7 00 0 3.5 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820001 E/W Street : Marion Street Site Code : 86820001 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 2

Harvard St Out In Total 306 324 630 13 11 24 319 335 654

89 235 0 11 89 246 Right Thru

Peak Hour Data Total

0 0 0 North 0

Left Peak Hour Begins at 08:00 AM In

0 0 0 Cars Marion St

Right Trucks 000 125 125 125 0 125 Out

Left Thru 36 306 0 13 36 319

235 342 577 11 13 24 246355 601 Out In Total Harvard St

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 08:00 AM 07:00 AM +0 mins. 62 19 81 10 77 87 00 0 +15 mins. 47 20 67 10 72 82 00 0 +30 mins. 70 30 100 11 83 94 00 0 +45 mins. 67 20 87 5 87 92 00 0 Total Volume 246 89 335 36 319 355 0 0 0 % App. Total 73.4 26.6 10.1 89.9 0 0 PHF .879 .742 .838 .818 .917 .944 .000 .000 .000 Cars 235 89 324 36 306 342 00 0 % Cars 95.5 100 96.7 100 95.9 96.3 00 0 Trucks 11 0 11 01313 00 0 % Trucks 4.5 0 3.3 04.13.7 00 0 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820001 E/W Street : Marion Street Site Code : 86820001 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 3

Harvard St In - Peak Hour: 08:00 AM 324 11 335

89 235 0 11 89 246 Right Thru

Peak Hour Data

0 0 0 North 0 0 0

Left Cars Trucks 0 0 0 Marion St Right In - Peak Hour: 07:00 AM

Left Thru 36 306 0 13 36 319

342 13 355 In - Peak Hour: 08:00 AM Harvard St Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820001 E/W Street : Marion Street Site Code : 86820001 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 4

Groups Printed- Cars Harvard St Harvard St Marion St From North From South From West Start Time Thru Right Left Thru Left Right Int. Total 07:00 AM 37 19 642 00 104 07:15 AM 44 9 646 00 105 07:30 AM 44 24 274 00 144 07:45 AM 60 18 12 51 00 141 Total 185 70 26 213 0 0 494

08:00 AM 59 19 10 72 00 160 08:15 AM 45 20 10 70 00 145 08:30 AM 68 30 11 81 00 190 08:45 AM 63 20 583 00 171 Total 235 89 36 306 0 0 666

Grand Total 420 159 62 519 00 1160 Apprch % 72.5 27.5 10.7 89.3 00 Total % 36.2 13.7 5.3 44.7 00

Harvard St Harvard St Marion St From North From South From West Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 59 19 78 10 72 82 00 0 160 08:15 AM 45 20 65 10 70 80 00 0 145 08:30 AM 68 30 98 11 81 92 00 0 190 08:45 AM 63 20 83 5 83 88 00 0 171 Total Volume 235 89 324 36 306 342 0 0 0 666 % App. Total 72.5 27.5 10.5 89.5 0 0 PHF .864 .742 .827 .818 .922 .929 .000 .000 .000 .876 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820001 E/W Street : Marion Street Site Code : 86820001 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 5

Harvard St Out In Total 306 324 630

89 235 Right Thru

Peak Hour Data Total

0 North Left In Peak Hour Begins at 08:00 AM 0 Marion St

Right Cars 125 0 125 Out

Left Thru 36 306

235 342 577 Out In Total Harvard St

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 08:00 AM 07:00 AM +0 mins. 59 19 78 10 72 82 00 0 +15 mins. 45 20 65 10 70 80 00 0 +30 mins. 68 30 98 11 81 92 00 0 +45 mins. 63 20 83 5 83 88 00 0 Total Volume 235 89 324 36 306 342 0 0 0 % App. Total 72.5 27.5 10.5 89.5 0 0 PHF .864 .742 .827 .818 .922 .929 .000 .000 .000 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820001 E/W Street : Marion Street Site Code : 86820001 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 6

Harvard St In - Peak Hour: 08:00 AM 324

89 235 Right Thru

Peak Hour Data

0 North 0 Left Cars 0 Marion St Right In - Peak Hour: 07:00 AM

Left Thru 36 306

342 In - Peak Hour: 08:00 AM Harvard St Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820001 E/W Street : Marion Street Site Code : 86820001 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 7

Groups Printed- Trucks Harvard St Harvard St Marion St From North From South From West Start Time Thru Right Left Thru Left Right Int. Total 07:00 AM 510700 13 07:15 AM 020600 8 07:30 AM 501400 10 07:45 AM 210300 6 Total 12 4 1 20 0 0 37

08:00 AM 300500 8 08:15 AM 200200 4 08:30 AM 200200 4 08:45 AM 400400 8 Total 11 0 0 13 0 0 24

Grand Total 23 4 133 00 61 Apprch % 85.2 14.8 2.9 97.1 00 Total % 37.7 6.6 1.6 54.1 00

Harvard St Harvard St Marion St From North From South From West Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 5 1 6 0 7700 0 13 07:15 AM 0 2 2 06 600 0 8 07:30 AM 50 51 4500 0 10 07:45 AM 21 303 300 0 6 Total Volume 12 4 16 1 20 21 0 0 0 37 % App. Total 75 25 4.8 95.2 0 0 PHF .600 .500 .667 .250 .714 .750 .000 .000 .000 .712 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820001 E/W Street : Marion Street Site Code : 86820001 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 8

Harvard St Out In Total 20 16 36

4 12 Right Thru

Peak Hour Data Total

0 North Left In Peak Hour Begins at 07:00 AM 0 Marion St

Right Trucks 505 Out

Left Thru 1 20

12 21 33 Out In Total Harvard St

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 5 1 6 0 7700 0 +15 mins. 0 2 2 06 600 0 +30 mins. 50 51 4500 0 +45 mins. 21 303 300 0 Total Volume 12 4 16 1 20 21 0 0 0 % App. Total 75 25 4.8 95.2 0 0 PHF .600 .500 .667 .250 .714 .750 .000 .000 .000 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820001 E/W Street : Marion Street Site Code : 86820001 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 9

Harvard St In - Peak Hour: 07:00 AM 16

4 12 Right Thru

Peak Hour Data

0 North 0 Left Trucks 0 Marion St Right In - Peak Hour: 07:00 AM

Left Thru 1 20

21 In - Peak Hour: 07:00 AM Harvard St Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820001 E/W Street : Marion Street Site Code : 86820001 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 10

Groups Printed- Bikes Peds Harvard St Harvard St Marion St From North From South From West Start Time Thru Right Peds Left Thru Peds Left Right Peds Exclu. Total Inclu. Total Int. Total 07:00 AM 004000014 819 07:15 AM 1111030007 18 5 23 07:30 AM 10160200010 26 3 29 07:45 AM 20230300025 48 5 53 Total 4 1 54 0 8 0 0 1 46 100 14 114

08:00 AM 20100800013 23 10 33 08:15 AM 5080400025 33 9 42 08:30 AM 10180101026 44 3 47 08:45 AM 10150401016 31 6 37 Total 9 0 51 0 17 0 2 0 80 131 28 159

Grand Total 13 1 105 0250 21126231 42 273 Apprch % 92.9 7.1 0100 66.7 33.3 Total % 31 2.4 0 59.5 4.8 2.4 84.6 15.4

Harvard St Harvard St Marion St From North From South From West Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 20 20 8800 0 10 08:15 AM 5 0 5 04 400 0 9 08:30 AM 10 101 11 0 1 3 08:45 AM 10 104 410 1 6 Total Volume 9 0 9 0 17 17 2 0 2 28 % App. Total 100 0 0 100 100 0 PHF .450 .000 .450 .000 .531 .531 .500 .000 .500 .700 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820001 E/W Street : Marion Street Site Code : 86820001 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 11

Harvard St Out In Total 19 9 28

0 9 Right Thru

Peak Hour Data Total

2 North Left In Peak Hour Begins at 08:00 AM 0 Marion St

Right Bikes Peds 022 Out

Left Thru 0 17

91726 Out In Total Harvard St

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 08:00 AM +0 mins. 10 102 200 0 +15 mins. 20 203 300 0 +30 mins. 20 20 881 0 1 +45 mins. 5 0 5 04 410 1 Total Volume 10 0 10 0 17 17 2 0 2 % App. Total 100 0 0 100 100 0 PHF .500 .000 .500 .000 .531 .531 .500 .000 .500 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820001 E/W Street : Marion Street Site Code : 86820001 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 12

Harvard St In - Peak Hour: 07:30 AM 10

0 10 Right Thru

Peak Hour Data

2 North 2 Left Bikes Peds 0 Marion St Right In - Peak Hour: 08:00 AM

Left Thru 0 17

17 In - Peak Hour: 07:30 AM Harvard St Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820001 E/W Street : Marion Street Site Code : 86820001 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 1

Groups Printed- Cars - Trucks Harvard St Harvard St Marion St From North From South From West Start Time Thru Right Left Thru Left Right Int. Total 04:00 PM 94 41 15 88 00 238 04:15 PM 93 38 16 79 00 226 04:30 PM 101 41 13 84 00 239 04:45 PM 78 38 13 87 00 216 Total 366 158 57 338 0 0 919

05:00 PM 87 31 10 83 00 211 05:15 PM 101 37 16 91 00 245 05:30 PM 87 37 9100 00 233 05:45 PM 85 51 11 49 00 196 Total 360 156 46 323 0 0 885

Grand Total 726 314 103 661 00 1804 Apprch % 69.8 30.2 13.5 86.5 00 Total % 40.2 17.4 5.7 36.6 00 Cars 709 313 103 647 0 0 1772 % Cars 97.7 99.7 100 97.9 00 98.2 Trucks 17 1 0 14 0 0 32 % Trucks 2.3 0.3 02.1 00 1.8

Harvard St Harvard St Marion St From North From South From West Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 94 41 135 15 88 103 00 0 238 04:15 PM 93 38 131 16 79 95 00 0 226 04:30 PM 101 41 142 13 84 97 00 0 239 04:45 PM 78 38 116 13 87 100 00 0 216 Total Volume 366 158 524 57 338 395 0 0 0 919 % App. Total 69.8 30.2 14.4 85.6 0 0 PHF .906 .963 .923 .891 .960 .959 .000 .000 .000 .961 Cars 357 157 514 57 330 387 00 0 901 % Cars 97.5 99.4 98.1 100 97.6 98.0 00 098.0 Trucks 91 1008 800 0 18 % Trucks 2.5 0.6 1.9 02.42.0 00 0 2.0 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820001 E/W Street : Marion Street Site Code : 86820001 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 2

Harvard St Out In Total 330 514 844 81018 338 524 862

157 357 1 9 158 366 Right Thru

Peak Hour Data Total

0 0 0 North 0

Left Peak Hour Begins at 04:00 PM In

0 0 0 Cars Marion St

Right Trucks 101 215 215 214 0 214 Out

Left Thru 57 330 0 8 57 338

357 387 744 9817 366395 761 Out In Total Harvard St

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:45 PM 04:00 PM +0 mins. 94 41 135 13 87 100 00 0 +15 mins. 93 38 131 10 83 93 00 0 +30 mins. 101 41 142 16 91 107 00 0 +45 mins. 78 38 116 9 100 109 00 0 Total Volume 366 158 524 48 361 409 0 0 0 % App. Total 69.8 30.2 11.7 88.3 0 0 PHF .906 .963 .923 .750 .903 .938 .000 .000 .000 Cars 357 157 514 48 353 401 00 0 % Cars 97.5 99.4 98.1 100 97.8 98 00 0 Trucks 91 1008 800 0 % Trucks 2.5 0.6 1.9 02.22 00 0 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820001 E/W Street : Marion Street Site Code : 86820001 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 3

Harvard St In - Peak Hour: 04:00 PM 514 10 524

157 357 1 9 158 366 Right Thru

Peak Hour Data

0 0 0 North 0 0 0

Left Cars Trucks 0 0 0 Marion St Right In - Peak Hour: 04:00 PM

Left Thru 48 353 0 8 48 361

401 8 409 In - Peak Hour: 04:45 PM Harvard St Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820001 E/W Street : Marion Street Site Code : 86820001 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 4

Groups Printed- Cars Harvard St Harvard St Marion St From North From South From West Start Time Thru Right Left Thru Left Right Int. Total 04:00 PM 92 41 15 85 00 233 04:15 PM 91 37 16 78 00 222 04:30 PM 98 41 13 83 00 235 04:45 PM 76 38 13 84 00 211 Total 357 157 57 330 0 0 901

05:00 PM 85 31 10 82 00 208 05:15 PM 99 37 16 89 00 241 05:30 PM 85 37 998 00 229 05:45 PM 83 51 11 48 00 193 Total 352 156 46 317 0 0 871

Grand Total 709 313 103 647 00 1772 Apprch % 69.4 30.6 13.7 86.3 00 Total % 40 17.7 5.8 36.5 00

Harvard St Harvard St Marion St From North From South From West Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 92 41 133 15 85 100 00 0 233 04:15 PM 91 37 128 16 78 94 00 0 222 04:30 PM 98 41 139 13 83 96 00 0 235 04:45 PM 76 38 114 13 84 97 00 0 211 Total Volume 357 157 514 57 330 387 0 0 0 901 % App. Total 69.5 30.5 14.7 85.3 0 0 PHF .911 .957 .924 .891 .971 .968 .000 .000 .000 .959 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820001 E/W Street : Marion Street Site Code : 86820001 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 5

Harvard St Out In Total 330 514 844

157 357 Right Thru

Peak Hour Data Total

0 North Left In Peak Hour Begins at 04:00 PM 0 Marion St

Right Cars 214 0 214 Out

Left Thru 57 330

357 387 744 Out In Total Harvard St

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:45 PM 04:00 PM +0 mins. 92 41 133 13 84 97 00 0 +15 mins. 91 37 128 10 82 92 00 0 +30 mins. 98 41 139 16 89 105 00 0 +45 mins. 76 38 114 9 98 107 00 0 Total Volume 357 157 514 48 353 401 0 0 0 % App. Total 69.5 30.5 12 88 0 0 PHF .911 .957 .924 .750 .901 .937 .000 .000 .000 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820001 E/W Street : Marion Street Site Code : 86820001 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 6

Harvard St In - Peak Hour: 04:00 PM 514

157 357 Right Thru

Peak Hour Data

0 North 0 Left Cars 0 Marion St Right In - Peak Hour: 04:00 PM

Left Thru 48 353

401 In - Peak Hour: 04:45 PM Harvard St Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820001 E/W Street : Marion Street Site Code : 86820001 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 7

Groups Printed- Trucks Harvard St Harvard St Marion St From North From South From West Start Time Thru Right Left Thru Left Right Int. Total 04:00 PM 200300 5 04:15 PM 210100 4 04:30 PM 300100 4 04:45 PM 200300 5 Total 9 1 0 8 0 0 18

05:00 PM 200100 3 05:15 PM 200200 4 05:30 PM 200200 4 05:45 PM 200100 3 Total 8 0 0 6 0 0 14

Grand Total 17 1 014 00 32 Apprch % 94.4 5.6 0100 00 Total % 53.1 3.1 043.8 00

N/S Street : Harvard Street File Name : 86820001 E/W Street : Marion Street Site Code : 86820001 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 8

Harvard St Out In Total 81018

1 9 Right Thru

Peak Hour Data Total

0 North Left In Peak Hour Begins at 04:00 PM 0 Marion St

Right Trucks 101 Out

Left Thru 0 8

9817 Out In Total Harvard St

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM +0 mins. 20 20 3300 0 +15 mins. 2 1301 100 0 +30 mins. 3 0301 100 0 +45 mins. 20 203 300 0 Total Volume 9 1 10 0 8 8 0 0 0 % App. Total 90 10 0 100 0 0 PHF .750 .250 .833 .000 .667 .667 .000 .000 .000 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820001 E/W Street : Marion Street Site Code : 86820001 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 9

Harvard St In - Peak Hour: 04:00 PM 10

1 9 Right Thru

Peak Hour Data

0 North 0 Left Trucks 0 Marion St Right In - Peak Hour: 04:00 PM

Left Thru 0 8

8 In - Peak Hour: 04:00 PM Harvard St Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820001 E/W Street : Marion Street Site Code : 86820001 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 10

Groups Printed- Bikes Peds Harvard St Harvard St Marion St From North From South From West Start Time Thru Right Peds Left Thru Peds Left Right Peds Exclu. Total Inclu. Total Int. Total 04:00 PM 11140200020 34 4 38 04:15 PM 60180200039 57 8 65 04:30 PM 40270210029 57 6 63 04:45 PM 41191400018 37 10 47 Total 15 2 78 1 10 1 0 0 106 185 28 213

05:00 PM 75281100027 55 14 69 05:15 PM 23250200027 52 7 59 05:30 PM 30150000037 52 3 55 05:45 PM 12250010027 53 3 56 Total 13 10 93 1 3 1 0 0 118 212 27 239

Grand Total 28 12 171 2132 00224397 55 452 Apprch % 70 30 13.3 86.7 00 Total % 50.9 21.8 3.6 23.6 00 87.8 12.2

Harvard St Harvard St Marion St From North From South From West Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 60 602 200 0 8 04:30 PM 40 402 200 0 6 04:45 PM 41 514 500 0 10 05:00 PM 75 1211 200 0 14 Total Volume 21 6 27 2 9 11 0 0 0 38 % App. Total 77.8 22.2 18.2 81.8 0 0 PHF .750 .300 .563 .500 .563 .550 .000 .000 .000 .679 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820001 E/W Street : Marion Street Site Code : 86820001 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 11

Harvard St Out In Total 92736

6 21 Right Thru

Peak Hour Data Total

0 North Left In Peak Hour Begins at 04:15 PM 0 Marion St

Right Bikes Peds 808 Out

Left Thru 2 9

21 11 32 Out In Total Harvard St

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:00 PM 04:00 PM +0 mins. 60 602 200 0 +15 mins. 40 402 200 0 +30 mins. 41 502 200 0 +45 mins. 75 1214 500 0 Total Volume 21 6 27 1 10 11 0 0 0 % App. Total 77.8 22.2 9.1 90.9 0 0 PHF .750 .300 .563 .250 .625 .550 .000 .000 .000 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820001 E/W Street : Marion Street Site Code : 86820001 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 12

Harvard St In - Peak Hour: 04:15 PM 27

6 21 Right Thru

Peak Hour Data

0 North 0 Left Bikes Peds 0 Marion St Right In - Peak Hour: 04:00 PM

Left Thru 1 10

11 In - Peak Hour: 04:00 PM Harvard St Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820002 E/W Street : Foster Street Site Code : 86820002 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 1

Groups Printed- Cars - Trucks Harvard St Harvard St Foster St From North From South From West Start Time Thru Right Left Thru Left Right Int. Total 07:00 AM 40 0 155 01 97 07:15 AM 41 2 062 10 106 07:30 AM 49 0 089 00 138 07:45 AM 54 1 068 01 124 Total 184 3 1 274 1 2 465

08:00 AM 60 0 295 00 157 08:15 AM 41 2 092 00 135 08:30 AM 63 1 197 22 166 08:45 AM 62 0 197 00 160 Total 226 3 4 381 2 2 618

Grand Total 410 6 5655 34 1083 Apprch % 98.6 1.4 0.8 99.2 42.9 57.1 Total % 37.9 0.6 0.5 60.5 0.3 0.4 Cars 387 6 5 622 3 4 1027 % Cars 94.4 100 100 95 100 100 94.8 Trucks 23 0 0 33 0 0 56 % Trucks 5.6 0 0500 5.2

Harvard St Harvard St Foster St From North From South From West Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 60 0 60 2 95 97 00 0 157 08:15 AM 41 2 43 09292 00 0 135 08:30 AM 63 1 64 1 97 98 22 4 166 08:45 AM 62 0 62 19798 00 0 160 Total Volume 226 3 229 4 381 385 2 2 4 618 % App. Total 98.7 1.3 1 99 50 50 PHF .897 .375 .895 .500 .982 .982 .250 .250 .250 .931 Cars 215 3 218 4368372 22 4 594 % Cars 95.1 100 95.2 100 96.6 96.6 100 100 100 96.1 Trucks 11 0 11 01313 00 0 24 % Trucks 4.9 0 4.8 03.43.4 00 0 3.9 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820002 E/W Street : Foster Street Site Code : 86820002 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 2

Harvard St Out In Total 370 218 588 13 11 24 383 229 612

3 215 0 11 3 226 Right Thru

Peak Hour Data Total

2 0 2 North 4

Left Peak Hour Begins at 08:00 AM In

2 0 2 Cars Foster St

Right Trucks 711 7411 000 Out

Left Thru 4 368 0 13 4 381

217 372 589 11 13 24 228385 613 Out In Total Harvard St

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 08:00 AM 07:45 AM +0 mins. 60 0 60 2 95 97 01 1 +15 mins. 41 2 43 09292 00 0 +30 mins. 63 1 64 1 97 98 00 0 +45 mins. 62 0 62 19798 22 4 Total Volume 226 3 229 4 381 385 2 3 5 % App. Total 98.7 1.3 1 99 40 60 PHF .897 .375 .895 .500 .982 .982 .250 .375 .313 Cars 215 3 218 4368372 23 5 % Cars 95.1 100 95.2 100 96.6 96.6 100 100 100 Trucks 11 0 11 01313 00 0 % Trucks 4.9 0 4.8 03.43.4 00 0 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820002 E/W Street : Foster Street Site Code : 86820002 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 3

Harvard St In - Peak Hour: 08:00 AM 218 11 229

3 215 0 11 3 226 Right Thru

Peak Hour Data

2 0 2 North 5 0 5

Left Cars Trucks 3 0 3 Foster St Right In - Peak Hour: 07:45 AM

Left Thru 4 368 0 13 4 381

372 13 385 In - Peak Hour: 08:00 AM Harvard St Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820002 E/W Street : Foster Street Site Code : 86820002 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 4

Groups Printed- Cars Harvard St Harvard St Foster St From North From South From West Start Time Thru Right Left Thru Left Right Int. Total 07:00 AM 35 0 149 01 86 07:15 AM 41 2 056 10 100 07:30 AM 44 0 084 00 128 07:45 AM 52 1 065 01 119 Total 172 3 1 254 1 2 433

08:00 AM 57 0 291 00 150 08:15 AM 39 2 089 00 130 08:30 AM 61 1 195 22 162 08:45 AM 58 0 193 00 152 Total 215 3 4 368 2 2 594

Grand Total 387 6 5622 34 1027 Apprch % 98.5 1.5 0.8 99.2 42.9 57.1 Total % 37.7 0.6 0.5 60.6 0.3 0.4

Harvard St Harvard St Foster St From North From South From West Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 57 0 57 2 91 93 00 0 150 08:15 AM 39 2 41 08989 00 0 130 08:30 AM 61 1 62 1 95 96 22 4 162 08:45 AM 58 0 58 19394 00 0 152 Total Volume 215 3 218 4 368 372 2 2 4 594 % App. Total 98.6 1.4 1.1 98.9 50 50 PHF .881 .375 .879 .500 .968 .969 .250 .250 .250 .917 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820002 E/W Street : Foster Street Site Code : 86820002 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 5

Harvard St Out In Total 370 218 588

3 215 Right Thru

Peak Hour Data Total

2 North Left In Peak Hour Begins at 08:00 AM 2 Foster St

Right Cars 7411 Out

Left Thru 4 368

217 372 589 Out In Total Harvard St

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 08:00 AM 07:45 AM +0 mins. 57 0 57 2 91 93 01 1 +15 mins. 39 2 41 08989 00 0 +30 mins. 61 1 62 1 95 96 00 0 +45 mins. 58 0 58 19394 22 4 Total Volume 215 3 218 4 368 372 2 3 5 % App. Total 98.6 1.4 1.1 98.9 40 60 PHF .881 .375 .879 .500 .968 .969 .250 .375 .313 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820002 E/W Street : Foster Street Site Code : 86820002 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 6

Harvard St In - Peak Hour: 08:00 AM 218

3 215 Right Thru

Peak Hour Data

2 North 5 Left Cars 3 Foster St Right In - Peak Hour: 07:45 AM

Left Thru 4 368

372 In - Peak Hour: 08:00 AM Harvard St Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820002 E/W Street : Foster Street Site Code : 86820002 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 7

Groups Printed- Trucks Harvard St Harvard St Foster St From North From South From West Start Time Thru Right Left Thru Left Right Int. Total 07:00 AM 500600 11 07:15 AM 000600 6 07:30 AM 500500 10 07:45 AM 200300 5 Total 12 0 0 20 0 0 32

08:00 AM 300400 7 08:15 AM 200300 5 08:30 AM 200200 4 08:45 AM 400400 8 Total 11 0 0 13 0 0 24

Grand Total 23 0 033 00 56 Apprch % 100 0 0100 00 Total % 41.1 0 058.9 00

Harvard St Harvard St Foster St From North From South From West Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 5 0 5 0 6600 0 11 07:15 AM 00 006 600 0 6 07:30 AM 50 505 500 0 10 07:45 AM 20 203 300 0 5 Total Volume 12 0 12 0 20 20 0 0 0 32 % App. Total 100 0 0 100 0 0 PHF .600 .000 .600 .000 .833 .833 .000 .000 .000 .727 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820002 E/W Street : Foster Street Site Code : 86820002 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 8

Harvard St Out In Total 20 12 32

0 12 Right Thru

Peak Hour Data Total

0 North Left In Peak Hour Begins at 07:00 AM 0 Foster St

Right Trucks 000 Out

Left Thru 0 20

12 20 32 Out In Total Harvard St

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 5 0 5 0 6600 0 +15 mins. 00 006 600 0 +30 mins. 50 505 500 0 +45 mins. 20 203 300 0 Total Volume 12 0 12 0 20 20 0 0 0 % App. Total 100 0 0 100 0 0 PHF .600 .000 .600 .000 .833 .833 .000 .000 .000 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820002 E/W Street : Foster Street Site Code : 86820002 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 9

Harvard St In - Peak Hour: 07:00 AM 12

0 12 Right Thru

Peak Hour Data

0 North 0 Left Trucks 0 Foster St Right In - Peak Hour: 07:00 AM

Left Thru 0 20

20 In - Peak Hour: 07:00 AM Harvard St Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820002 E/W Street : Foster Street Site Code : 86820002 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 10

Groups Printed- Bikes Peds Harvard St Harvard St Foster St From North From South From West Start Time Thru Right Peds Left Thru Peds Left Right Peds Exclu. Total Inclu. Total Int. Total 07:00 AM 102002007 11 1 12 07:15 AM 200031007 8513 07:30 AM 1000310013 14 4 18 07:45 AM 2000300023 23 5 28 Total 6 0 2 0 9 4 0 0 50 56 15 71

08:00 AM 1000720019 21 8 29 08:15 AM 4010400020 21 8 29 08:30 AM 1000202029 29 5 34 08:45 AM 1000400014 14 5 19 Total 7 0 1 0 17 2 2 0 82 85 26 111

Grand Total 13 0 3 0266 20132141 41 182 Apprch % 100 0 0100 100 0 Total % 31.7 0 0 63.4 4.9 0 77.5 22.5

Harvard St Harvard St Foster St From North From South From West Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 20 203 300 0 5 08:00 AM 10 10 7700 0 8 08:15 AM 4 0 4 04 400 0 8 08:30 AM 10 102 22 0 2 5 Total Volume 8 0 8 0 16 16 2 0 2 26 % App. Total 100 0 0 100 100 0 PHF .500 .000 .500 .000 .571 .571 .250 .000 .250 .813 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820002 E/W Street : Foster Street Site Code : 86820002 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 11

Harvard St Out In Total 18 8 26

0 8 Right Thru

Peak Hour Data Total

2 North Left In Peak Hour Begins at 07:45 AM 0 Foster St

Right Bikes Peds 022 Out

Left Thru 0 16

81624 Out In Total Harvard St

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:45 AM +0 mins. 10 103 300 0 +15 mins. 20 203 300 0 +30 mins. 10 10 7700 0 +45 mins. 4 0 4 04 42 0 2 Total Volume 8 0 8 0 17 17 2 0 2 % App. Total 100 0 0 100 100 0 PHF .500 .000 .500 .000 .607 .607 .250 .000 .250 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820002 E/W Street : Foster Street Site Code : 86820002 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 12

Harvard St In - Peak Hour: 07:30 AM 8

0 8 Right Thru

Peak Hour Data

2 North 2 Left Bikes Peds 0 Foster St Right In - Peak Hour: 07:45 AM

Left Thru 0 17

17 In - Peak Hour: 07:30 AM Harvard St Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820002 E/W Street : Foster Street Site Code : 86820002 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 1

Groups Printed- Cars - Trucks Harvard St Harvard St Foster St From North From South From West Start Time Thru Right Left Thru Left Right Int. Total 04:00 PM 91 0 2108 00 201 04:15 PM 87 0 198 11 188 04:30 PM 99 0 1108 00 208 04:45 PM 72 2 0104 20 180 Total 349 2 4 418 3 1 777

05:00 PM 79 0 0100 00 179 05:15 PM 93 0 0109 00 202 05:30 PM 78 0 1106 00 185 05:45 PM 79 0 071 00 150 Total 329 0 1 386 0 0 716

Grand Total 678 2 5804 31 1493 Apprch % 99.7 0.3 0.6 99.4 75 25 Total % 45.4 0.1 0.3 53.9 0.2 0.1 Cars 662 2 5 790 3 1 1463 % Cars 97.6 100 100 98.3 100 100 98 Trucks 16 0 0 14 0 0 30 % Trucks 2.4 0 01.7 00 2

Harvard St Harvard St Foster St From North From South From West Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 91 0 91 2 108 110 00 0 201 04:15 PM 87 0 87 19899 1 12188 04:30 PM 99 0 99 1108109 00 0 208 04:45 PM 72 2 74 0104104 2 02180 Total Volume 349 2 351 4 418 422 3 1 4 777 % App. Total 99.4 0.6 0.9 99.1 75 25 PHF .881 .250 .886 .500 .968 .959 .375 .250 .500 .934 Cars 341 2 343 4410414 31 4 761 % Cars 97.7 100 97.7 100 98.1 98.1 100 100 100 97.9 Trucks 80 808 800 0 16 % Trucks 2.3 0 2.3 01.91.9 00 0 2.1 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820002 E/W Street : Foster Street Site Code : 86820002 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 2

Harvard St Out In Total 413 343 756 8816 421 351 772

2 341 0 8 2 349 Right Thru

Peak Hour Data Total

3 0 3 North 4

Left Peak Hour Begins at 04:00 PM In

1 0 1 Cars Foster St

Right Trucks 610 6410 000 Out

Left Thru 4 410 0 8 4 418

342 414 756 8816 350422 772 Out In Total Harvard St

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM +0 mins. 91 0 91 2 108 110 00 0 +15 mins. 87 0 87 19899 1 1 2 +30 mins. 99 0 99 1108109 00 0 +45 mins. 72 2 74 0104104 2 0 2 Total Volume 349 2 351 4 418 422 3 1 4 % App. Total 99.4 0.6 0.9 99.1 75 25 PHF .881 .250 .886 .500 .968 .959 .375 .250 .500 Cars 341 2 343 4410414 31 4 % Cars 97.7 100 97.7 100 98.1 98.1 100 100 100 Trucks 80 808 800 0 % Trucks 2.3 0 2.3 01.91.9 00 0 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820002 E/W Street : Foster Street Site Code : 86820002 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 3

Harvard St In - Peak Hour: 04:00 PM 343 8 351

2 341 0 8 2 349 Right Thru

Peak Hour Data

3 0 3 North 4 0 4

Left Cars Trucks 1 0 1 Foster St Right In - Peak Hour: 04:00 PM

Left Thru 4 410 0 8 4 418

414 8 422 In - Peak Hour: 04:00 PM Harvard St Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820002 E/W Street : Foster Street Site Code : 86820002 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 4

Groups Printed- Cars Harvard St Harvard St Foster St From North From South From West Start Time Thru Right Left Thru Left Right Int. Total 04:00 PM 89 0 2105 00 196 04:15 PM 85 0 197 11 185 04:30 PM 97 0 1107 00 205 04:45 PM 70 2 0101 20 175 Total 341 2 4 410 3 1 761

05:00 PM 77 0 099 00 176 05:15 PM 91 0 0107 00 198 05:30 PM 76 0 1104 00 181 05:45 PM 77 0 070 00 147 Total 321 0 1 380 0 0 702

Grand Total 662 2 5790 31 1463 Apprch % 99.7 0.3 0.6 99.4 75 25 Total % 45.2 0.1 0.3 54 0.2 0.1

Harvard St Harvard St Foster St From North From South From West Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 89 0 89 2 105 107 00 0 196 04:15 PM 85 0 85 19798 1 12185 04:30 PM 97 0 97 1 107 108 00 0 205 04:45 PM 70 2 72 0101101 2 02175 Total Volume 341 2 343 4 410 414 3 1 4 761 % App. Total 99.4 0.6 1 99 75 25 PHF .879 .250 .884 .500 .958 .958 .375 .250 .500 .928 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820002 E/W Street : Foster Street Site Code : 86820002 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 5

Harvard St Out In Total 413 343 756

2 341 Right Thru

Peak Hour Data Total

3 North Left In Peak Hour Begins at 04:00 PM 1 Foster St

Right Cars 6410 Out

Left Thru 4 410

342 414 756 Out In Total Harvard St

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:30 PM 04:00 PM +0 mins. 89 0 89 1 107 108 00 0 +15 mins. 85 0 85 0101101 1 1 2 +30 mins. 97 0 97 09999 00 0 +45 mins. 70 2 72 0107107 2 0 2 Total Volume 341 2 343 1 414 415 3 1 4 % App. Total 99.4 0.6 0.2 99.8 75 25 PHF .879 .250 .884 .250 .967 .961 .375 .250 .500 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820002 E/W Street : Foster Street Site Code : 86820002 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 6

Harvard St In - Peak Hour: 04:00 PM 343

2 341 Right Thru

Peak Hour Data

3 North 4 Left Cars 1 Foster St Right In - Peak Hour: 04:00 PM

Left Thru 1 414

415 In - Peak Hour: 04:30 PM Harvard St Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820002 E/W Street : Foster Street Site Code : 86820002 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 7

Groups Printed- Trucks Harvard St Harvard St Foster St From North From South From West Start Time Thru Right Left Thru Left Right Int. Total 04:00 PM 200300 5 04:15 PM 200100 3 04:30 PM 200100 3 04:45 PM 200300 5 Total 8 0 0 8 0 0 16

05:00 PM 200100 3 05:15 PM 200200 4 05:30 PM 200200 4 05:45 PM 200100 3 Total 8 0 0 6 0 0 14

Grand Total 16 0 014 00 30 Apprch % 100 0 0100 00 Total % 53.3 0 046.7 00

Harvard St Harvard St Foster St From North From South From West Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 2 0 2 0 3300 0 5 04:15 PM 20 201 100 0 3 04:30 PM 20 201 100 0 3 04:45 PM 20 203 300 0 5 Total Volume 8 0 8 0 8 8 0 0 0 16 % App. Total 100 0 0 100 0 0 PHF 1.00 .000 1.00 .000 .667 .667 .000 .000 .000 .800 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820002 E/W Street : Foster Street Site Code : 86820002 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 8

Harvard St Out In Total 8816

0 8 Right Thru

Peak Hour Data Total

0 North Left In Peak Hour Begins at 04:00 PM 0 Foster St

Right Trucks 000 Out

Left Thru 0 8

8816 Out In Total Harvard St

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM +0 mins. 2 0 2 0 3300 0 +15 mins. 20 201 100 0 +30 mins. 20 201 100 0 +45 mins. 20 203 300 0 Total Volume 8 0 8 0 8 8 0 0 0 % App. Total 100 0 0 100 0 0 PHF 1.000 .000 1.000 .000 .667 .667 .000 .000 .000 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820002 E/W Street : Foster Street Site Code : 86820002 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 9

Harvard St In - Peak Hour: 04:00 PM 8

0 8 Right Thru

Peak Hour Data

0 North 0 Left Trucks 0 Foster St Right In - Peak Hour: 04:00 PM

Left Thru 0 8

8 In - Peak Hour: 04:00 PM Harvard St Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820002 E/W Street : Foster Street Site Code : 86820002 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 10

Groups Printed- Bikes Peds Harvard St Harvard St Foster St From North From South From West Start Time Thru Right Peds Left Thru Peds Left Right Peds Exclu. Total Inclu. Total Int. Total 04:00 PM 1000200019 19 3 22 04:15 PM 8000200036 36 10 46 04:30 PM 5000200120 20 8 28 04:45 PM 2000500020 20 7 27 Total 16 0 0 0 11 0 0 1 95 95 28 123

05:00 PM 7020020024 28 7 35 05:15 PM 2000100035 35 3 38 05:30 PM 4000110029 30 5 35 05:45 PM 1000000029 29 1 30 Total 14 0 2 0 2 3 0 0 117 122 16 138

Grand Total 30 0 2 0133 01212217 44 261 Apprch % 100 0 0100 0 100 Total % 68.2 0 0 29.5 02.3 83.1 16.9

Harvard St Harvard St Foster St From North From South From West Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 8 0 8 02 200 0 10 04:30 PM 50 502 20 118 04:45 PM 20 20 5500 0 7 05:00 PM 70 700 000 0 7 Total Volume 22 0 22 0 9 9 0 1 1 32 % App. Total 100 0 0 100 0 100 PHF .688 .000 .688 .000 .450 .450 .000 .250 .250 .800 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820002 E/W Street : Foster Street Site Code : 86820002 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 11

Harvard St Out In Total 92231

0 22 Right Thru

Peak Hour Data Total

0 North Left In Peak Hour Begins at 04:15 PM 1 Foster St

Right Bikes Peds 011 Out

Left Thru 0 9

23 9 32 Out In Total Harvard St

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:00 PM 04:00 PM +0 mins. 8 0 8 02 200 0 +15 mins. 50 502 200 0 +30 mins. 20 202 20 1 1 +45 mins. 70 70 5500 0 Total Volume 22 0 22 0 11 11 0 1 1 % App. Total 100 0 0 100 0 100 PHF .688 .000 .688 .000 .550 .550 .000 .250 .250 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820002 E/W Street : Foster Street Site Code : 86820002 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 12

Harvard St In - Peak Hour: 04:15 PM 22

0 22 Right Thru

Peak Hour Data

0 North 1 Left Bikes Peds 1 Foster St Right In - Peak Hour: 04:00 PM

Left Thru 0 11

11 In - Peak Hour: 04:00 PM Harvard St Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820003 E/W Street : Vernon Street Site Code : 86820003 City/State : Brooklin, MA Start Date : 1/13/2021 Weather : Clear Page No : 1

Groups Printed- Cars - Trucks Harvard St Harvard St Vernon St From North From South From West Start Time Thru Right Left Thru Left Right Int. Total 07:00 AM 42 0 04414 4 104 07:15 AM 39 0 05011 7 107 07:30 AM 50 0 06326 11 150 07:45 AM 56 0 05218 17 143 Total 187 0 0 209 69 39 504

08:00 AM 60 0 07520 21 176 08:15 AM 39 0 07617 8 140 08:30 AM 63 0 07824 21 186 08:45 AM 60 0 08116 12 169 Total 222 0 0 310 77 62 671

Grand Total 409 0 0519146 101 1175 Apprch % 100 0 010059.1 40.9 Total % 34.8 0 044.212.4 8.6 Cars 387 0 0 488 143 98 1116 % Cars 94.6 0 09497.9 97 95 Trucks 22 0 0 31 3 3 59 % Trucks 5.4 0 062.1 3 5

Harvard St Harvard St Vernon St From North From South From West Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 60 0 60 0757520 21 41 176 08:15 AM 39 0 39 0767617 8 25 140 08:30 AM 63 0 63 0787824 21 45 186 08:45 AM 60 0 60 0 81 81 16 12 28 169 Total Volume 222 0 222 0 310 310 77 62 139 671 % App. Total 100 0 0 100 55.4 44.6 PHF .881 .000 .881 .000 .957 .957 .802 .738 .772 .902 Cars 212 0 212 0298298 77 60 137 647 % Cars 95.5 0 95.5 096.196.1 100 96.8 98.6 96.4 Trucks 10 0 10 01212 02 2 24 % Trucks 4.5 0 4.5 03.93.9 03.21.4 3.6 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820003 E/W Street : Vernon Street Site Code : 86820003 City/State : Brooklin, MA Start Date : 1/13/2021 Weather : Clear Page No : 2

Harvard St Out In Total 375 212 587 12 10 22 387 222 609

0 212 0 10 0 222 Right Thru

Peak Hour Data Total

0 North 77 77

Left Peak Hour Begins at 08:00 AM 139 In 2

60 62 Cars Vernon St

Right Trucks 0 139 0022 137 137 Out

Left Thru 0 298 0 12 0 310

272 298 570 12 12 24 284310 594 Out In Total Harvard St

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 08:00 AM 07:45 AM +0 mins. 60 0 60 0757518 17 35 +15 mins. 39 0 39 0767620 21 41 +30 mins. 63 0 63 0787817 8 25 +45 mins. 60 0 60 0 81 81 24 21 45 Total Volume 222 0 222 0 310 310 79 67 146 % App. Total 100 0 0 100 54.1 45.9 PHF .881 .000 .881 .000 .957 .957 .823 .798 .811 Cars 212 0 212 0298298 78 66 144 % Cars 95.5 0 95.5 096.196.198.7 98.5 98.6 Trucks 10 0 10 01212 11 2 % Trucks 4.5 0 4.5 03.93.91.3 1.5 1.4 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820003 E/W Street : Vernon Street Site Code : 86820003 City/State : Brooklin, MA Start Date : 1/13/2021 Weather : Clear Page No : 3

Harvard St In - Peak Hour: 08:00 AM 212 10 222

0 212 0 10 0 222 Right Thru

Peak Hour Data

1 North 78 79 2

Left Cars 144 146 Trucks 1 66 67 Vernon St Right In - Peak Hour: 07:45 AM

Left Thru 0 298 0 12 0 310

298 12 310 In - Peak Hour: 08:00 AM Harvard St Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820003 E/W Street : Vernon Street Site Code : 86820003 City/State : Brooklin, MA Start Date : 1/13/2021 Weather : Clear Page No : 4

Groups Printed- Cars Harvard St Harvard St Vernon St From North From South From West Start Time Thru Right Left Thru Left Right Int. Total 07:00 AM 37 0 03714 4 92 07:15 AM 39 0 04411 7 101 07:30 AM 45 0 06024 10 139 07:45 AM 54 0 04917 17 137 Total 175 0 0 190 66 38 469

08:00 AM 57 0 07120 20 168 08:15 AM 37 0 07417 8 136 08:30 AM 62 0 07624 21 183 08:45 AM 56 0 07716 11 160 Total 212 0 0 298 77 60 647

Grand Total 387 0 0488143 98 1116 Apprch % 100 0 010059.3 40.7 Total % 34.7 0 043.712.8 8.8

Harvard St Harvard St Vernon St From North From South From West Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 57 0 57 0717120 20 40 168 08:15 AM 37 0 37 0747417 8 25 136 08:30 AM 62 0 62 0767624 21 45 183 08:45 AM 56 0 56 0 77 77 16 11 27 160 Total Volume 212 0 212 0 298 298 77 60 137 647 % App. Total 100 0 0 100 56.2 43.8 PHF .855 .000 .855 .000 .968 .968 .802 .714 .761 .884 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820003 E/W Street : Vernon Street Site Code : 86820003 City/State : Brooklin, MA Start Date : 1/13/2021 Weather : Clear Page No : 5

Harvard St Out In Total 375 212 587

0 212 Right Thru

Peak Hour Data Total North 77 Left In Peak Hour Begins at 08:00 AM 60 Vernon St

Right Cars 0 137 137 Out

Left Thru 0 298

272 298 570 Out In Total Harvard St

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 08:00 AM 07:45 AM +0 mins. 57 0 57 0717117 17 34 +15 mins. 37 0 37 0747420 20 40 +30 mins. 62 0 62 0767617 8 25 +45 mins. 56 0 56 0 77 77 24 21 45 Total Volume 212 0 212 0 298 298 78 66 144 % App. Total 100 0 0 100 54.2 45.8 PHF .855 .000 .855 .000 .968 .968 .813 .786 .800 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820003 E/W Street : Vernon Street Site Code : 86820003 City/State : Brooklin, MA Start Date : 1/13/2021 Weather : Clear Page No : 6

Harvard St In - Peak Hour: 08:00 AM 212

0 212 Right Thru

Peak Hour Data

North 78 Left 144 Cars 66 Vernon St Right In - Peak Hour: 07:45 AM

Left Thru 0 298

298 In - Peak Hour: 08:00 AM Harvard St Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820003 E/W Street : Vernon Street Site Code : 86820003 City/State : Brooklin, MA Start Date : 1/13/2021 Weather : Clear Page No : 7

Groups Printed- Trucks Harvard St Harvard St Vernon St From North From South From West Start Time Thru Right Left Thru Left Right Int. Total 07:00 AM 500700 12 07:15 AM 000600 6 07:30 AM 500321 11 07:45 AM 200310 6 Total 12 0 0 19 3 1 35

08:00 AM 300401 8 08:15 AM 200200 4 08:30 AM 100200 3 08:45 AM 400401 9 Total 10 0 0 12 0 2 24

Grand Total 22 0 031 33 59 Apprch % 100 0 0100 50 50 Total % 37.3 0 052.5 5.1 5.1

Harvard St Harvard St Vernon St From North From South From West Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 5 0 5 0 7700 0 12 07:15 AM 00 006 600 0 6 07:30 AM 50 503 321 3 11 07:45 AM 20 203 310 1 6 Total Volume 12 0 12 0 19 19 3 1 4 35 % App. Total 100 0 0 100 75 25 PHF .600 .000 .600 .000 .679 .679 .375 .250 .333 .729 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820003 E/W Street : Vernon Street Site Code : 86820003 City/State : Brooklin, MA Start Date : 1/13/2021 Weather : Clear Page No : 8

Harvard St Out In Total 22 12 34

0 12 Right Thru

Peak Hour Data Total

3 North Left In Peak Hour Begins at 07:00 AM 1 Vernon St

Right Trucks 044 Out

Left Thru 0 19

13 19 32 Out In Total Harvard St

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:15 AM +0 mins. 5 0 5 0 7700 0 +15 mins. 00 006 621 3 +30 mins. 50 503 310 1 +45 mins. 20 203 301 1 Total Volume 12 0 12 0 19 19 3 2 5 % App. Total 100 0 0 100 60 40 PHF .600 .000 .600 .000 .679 .679 .375 .500 .417 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820003 E/W Street : Vernon Street Site Code : 86820003 City/State : Brooklin, MA Start Date : 1/13/2021 Weather : Clear Page No : 9

Harvard St In - Peak Hour: 07:00 AM 12

0 12 Right Thru

Peak Hour Data

3 North 5 Left Trucks 2 Vernon St Right In - Peak Hour: 07:15 AM

Left Thru 0 19

19 In - Peak Hour: 07:00 AM Harvard St Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820003 E/W Street : Vernon Street Site Code : 86820003 City/State : Brooklin, MA Start Date : 1/13/2021 Weather : Clear Page No : 10

Groups Printed- Bikes Peds Harvard St Harvard St Vernon St From North From South From West Start Time Thru Right Peds Left Thru Peds Left Right Peds Exclu. Total Inclu. Total Int. Total 07:00 AM 102000005 718 07:15 AM 101030008 9413 07:30 AM 2070100015 22 3 25 07:45 AM 1060203024 30 6 36 Total 5 0 16 0 6 0 3 0 52 68 14 82

08:00 AM 1030501116 19 8 27 08:15 AM 5050203023 28 10 38 08:30 AM 1040200132 36 4 40 08:45 AM 1060300020 26 4 30 Total 8 0 18 0 12 0 4 2 91 109 26 135

Grand Total 13 0 34 0180 72143177 40 217 Apprch % 100 0 0100 77.8 22.2 Total % 32.5 0 045 17.5 5 81.6 18.4

Harvard St Harvard St Vernon St From North From South From West Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 10 102 23 0 3 6 08:00 AM 10 10 551 1 2 8 08:15 AM 5 0 5 02 230 3 10 08:30 AM 10 102 201 1 4 Total Volume 8 0 8 0 11 11 7 2 9 28 % App. Total 100 0 0 100 77.8 22.2 PHF .400 .000 .400 .000 .550 .550 .583 .500 .750 .700 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820003 E/W Street : Vernon Street Site Code : 86820003 City/State : Brooklin, MA Start Date : 1/13/2021 Weather : Clear Page No : 11

Harvard St Out In Total 18 8 26

0 8 Right Thru

Peak Hour Data Total

7 North Left In Peak Hour Begins at 07:45 AM 2 Vernon St

Right Bikes Peds 099 Out

Left Thru 0 11

10 11 21 Out In Total Harvard St

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 08:00 AM 07:45 AM +0 mins. 20 20 553 0 3 +15 mins. 10 102 21 1 2 +30 mins. 10 102 230 3 +45 mins. 5 0 5 03 301 1 Total Volume 9 0 9 0 12 12 7 2 9 % App. Total 100 0 0 100 77.8 22.2 PHF .450 .000 .450 .000 .600 .600 .583 .500 .750 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820003 E/W Street : Vernon Street Site Code : 86820003 City/State : Brooklin, MA Start Date : 1/13/2021 Weather : Clear Page No : 12

Harvard St In - Peak Hour: 07:30 AM 9

0 9 Right Thru

Peak Hour Data

7 North 9 Left Bikes Peds 2 Vernon St Right In - Peak Hour: 07:45 AM

Left Thru 0 12

12 In - Peak Hour: 08:00 AM Harvard St Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820003 E/W Street : Vernon Street Site Code : 86820003 City/State : Brooklin, MA Start Date : 1/13/2021 Weather : Clear Page No : 1

Groups Printed- Cars - Trucks Harvard St Harvard St Vernon St From North From South From West Start Time Thru Right Left Thru Left Right Int. Total 04:00 PM 90 0 09119 15 215 04:15 PM 87 0 08125 19 212 04:30 PM 102 0 09316 15 226 04:45 PM 70 0 08419 22 195 Total 349 0 0 349 79 71 848

05:00 PM 75 0 08621 14 196 05:15 PM 91 0 08919 12 211 05:30 PM 84 0 19416 7 202 05:45 PM 80 0 06111 10 162 Total 330 0 1 330 67 43 771

Grand Total 679 0 1679146 114 1619 Apprch % 100 0 0.1 99.9 56.2 43.8 Total % 41.9 0 0.1 41.9 97 Cars 663 0 1 665 145 114 1588 % Cars 97.6 0 100 97.9 99.3 100 98.1 Trucks 16 0 0 14 1 0 31 % Trucks 2.4 0 02.10.7 0 1.9

Harvard St Harvard St Vernon St From North From South From West Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 90 0 90 0919119 15 34 215 04:15 PM 87 0 87 0818125 19 44 212 04:30 PM 102 0 102 0 93 93 16 15 31 226 04:45 PM 70 0 70 0848419 22 41 195 Total Volume 349 0 349 0 349 349 79 71 150 848 % App. Total 100 0 0 100 52.7 47.3 PHF .855 .000 .855 .000 .938 .938 .790 .807 .852 .938 Cars 341 0 341 0341341 78 71 149 831 % Cars 97.7 0 97.7 097.797.798.7 100 99.3 98.0 Trucks 80 808 810 1 17 % Trucks 2.3 0 2.3 02.32.31.3 0 0.7 2.0 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820003 E/W Street : Vernon Street Site Code : 86820003 City/State : Brooklin, MA Start Date : 1/13/2021 Weather : Clear Page No : 2

Harvard St Out In Total 419 341 760 9817 428 349 777

0 341 0 8 0 349 Right Thru

Peak Hour Data Total

1 North 78 79

Left Peak Hour Begins at 04:00 PM 150 In 0

71 71 Cars Vernon St

Right Trucks 0 150 0011 149 149 Out

Left Thru 0 341 0 8 0 349

412 341 753 8816 420349 769 Out In Total Harvard St

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:45 PM 04:15 PM +0 mins. 90 0 90 0848425 19 44 +15 mins. 87 0 87 0868616 15 31 +30 mins. 102 0 102 0898919 22 41 +45 mins. 70 0 70 1949521 14 35 Total Volume 349 0 349 1 353 354 81 70 151 % App. Total 100 0 0.3 99.7 53.6 46.4 PHF .855 .000 .855 .250 .939 .932 .810 .795 .858 Cars 341 0 341 1345346 81 70 151 % Cars 97.7 0 97.7 100 97.7 97.7 100 100 100 Trucks 80 808 800 0 % Trucks 2.3 0 2.3 02.32.3 00 0 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820003 E/W Street : Vernon Street Site Code : 86820003 City/State : Brooklin, MA Start Date : 1/13/2021 Weather : Clear Page No : 3

Harvard St In - Peak Hour: 04:00 PM 341 8 349

0 341 0 8 0 349 Right Thru

Peak Hour Data

0 North 81 81 0

Left Cars 151 151 Trucks 0 70 70 Vernon St Right In - Peak Hour: 04:15 PM

Left Thru 1 345 0 8 1 353

346 8 354 In - Peak Hour: 04:45 PM Harvard St Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820003 E/W Street : Vernon Street Site Code : 86820003 City/State : Brooklin, MA Start Date : 1/13/2021 Weather : Clear Page No : 4

Groups Printed- Cars Harvard St Harvard St Vernon St From North From South From West Start Time Thru Right Left Thru Left Right Int. Total 04:00 PM 88 0 08818 15 209 04:15 PM 85 0 08025 19 209 04:30 PM 100 0 09216 15 223 04:45 PM 68 0 08119 22 190 Total 341 0 0 341 78 71 831

05:00 PM 73 0 08521 14 193 05:15 PM 89 0 08719 12 207 05:30 PM 82 0 19216 7 198 05:45 PM 78 0 06011 10 159 Total 322 0 1 324 67 43 757

Grand Total 663 0 1665145 114 1588 Apprch % 100 0 0.2 99.8 56 44 Total % 41.8 0 0.1 41.9 9.1 7.2

Harvard St Harvard St Vernon St From North From South From West Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 88 0 88 0888818 15 33 209 04:15 PM 85 0 85 0808025 19 44 209 04:30 PM 100 0 100 0 92 92 16 15 31 223 04:45 PM 68 0 68 0818119 22 41 190 Total Volume 341 0 341 0 341 341 78 71 149 831 % App. Total 100 0 0 100 52.3 47.7 PHF .853 .000 .853 .000 .927 .927 .780 .807 .847 .932 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820003 E/W Street : Vernon Street Site Code : 86820003 City/State : Brooklin, MA Start Date : 1/13/2021 Weather : Clear Page No : 5

Harvard St Out In Total 419 341 760

0 341 Right Thru

Peak Hour Data Total North 78 Left In Peak Hour Begins at 04:00 PM 71 Vernon St

Right Cars 0 149 149 Out

Left Thru 0 341

412 341 753 Out In Total Harvard St

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:45 PM 04:15 PM +0 mins. 88 0 88 0818125 19 44 +15 mins. 85 0 85 0858516 15 31 +30 mins. 100 0 100 0878719 22 41 +45 mins. 68 0 68 1929321 14 35 Total Volume 341 0 341 1 345 346 81 70 151 % App. Total 100 0 0.3 99.7 53.6 46.4 PHF .853 .000 .853 .250 .938 .930 .810 .795 .858 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820003 E/W Street : Vernon Street Site Code : 86820003 City/State : Brooklin, MA Start Date : 1/13/2021 Weather : Clear Page No : 6

Harvard St In - Peak Hour: 04:00 PM 341

0 341 Right Thru

Peak Hour Data

North 81 Left 151 Cars 70 Vernon St Right In - Peak Hour: 04:15 PM

Left Thru 1 345

346 In - Peak Hour: 04:45 PM Harvard St Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820003 E/W Street : Vernon Street Site Code : 86820003 City/State : Brooklin, MA Start Date : 1/13/2021 Weather : Clear Page No : 7

Groups Printed- Trucks Harvard St Harvard St Vernon St From North From South From West Start Time Thru Right Left Thru Left Right Int. Total 04:00 PM 200310 6 04:15 PM 200100 3 04:30 PM 200100 3 04:45 PM 200300 5 Total 8 0 0 8 1 0 17

05:00 PM 200100 3 05:15 PM 200200 4 05:30 PM 200200 4 05:45 PM 200100 3 Total 8 0 0 6 0 0 14

Grand Total 16 0 014 10 31 Apprch % 100 0 0100100 0 Total % 51.6 0 045.2 3.2 0

Harvard St Harvard St Vernon St From North From South From West Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 2 0 2 0 331 0 1 6 04:15 PM 20 201 100 0 3 04:30 PM 20 201 100 0 3 04:45 PM 20 203 300 0 5 Total Volume 8 0 8 0 8 8 1 0 1 17 % App. Total 100 0 0 100 100 0 PHF 1.00 .000 1.00 .000 .667 .667 .250 .000 .250 .708 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820003 E/W Street : Vernon Street Site Code : 86820003 City/State : Brooklin, MA Start Date : 1/13/2021 Weather : Clear Page No : 8

Harvard St Out In Total 9817

0 8 Right Thru

Peak Hour Data Total

1 North Left In Peak Hour Begins at 04:00 PM 0 Vernon St

Right Trucks 011 Out

Left Thru 0 8

8816 Out In Total Harvard St

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM +0 mins. 2 0 2 0 331 0 1 +15 mins. 20 201 100 0 +30 mins. 20 201 100 0 +45 mins. 20 203 300 0 Total Volume 8 0 8 0 8 8 1 0 1 % App. Total 100 0 0 100 100 0 PHF 1.000 .000 1.000 .000 .667 .667 .250 .000 .250 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820003 E/W Street : Vernon Street Site Code : 86820003 City/State : Brooklin, MA Start Date : 1/13/2021 Weather : Clear Page No : 9

Harvard St In - Peak Hour: 04:00 PM 8

0 8 Right Thru

Peak Hour Data

1 North 1 Left Trucks 0 Vernon St Right In - Peak Hour: 04:00 PM

Left Thru 0 8

8 In - Peak Hour: 04:00 PM Harvard St Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820003 E/W Street : Vernon Street Site Code : 86820003 City/State : Brooklin, MA Start Date : 1/13/2021 Weather : Clear Page No : 10

Groups Printed- Bikes Peds Harvard St Harvard St Vernon St From North From South From West Start Time Thru Right Peds Left Thru Peds Left Right Peds Exclu. Total Inclu. Total Int. Total 04:00 PM 10110200125 36 4 40 04:15 PM 8071210034 42 11 53 04:30 PM 4050230026 34 6 40 04:45 PM 4080440126 38 9 47 Total 17 0 31 1 10 8 0 2 111 150 30 180

05:00 PM 71100220031 43 10 53 05:15 PM 4090110032 42 5 47 05:30 PM 20140120042 58 3 61 05:45 PM 2060020030 38 2 40 Total 15 1 39 0 4 7 0 0 135 181 20 201

Grand Total 32 1 70 11415 02246331 50 381 Apprch % 97 3 6.7 93.3 0 100 Total % 64 2 228 04 86.9 13.1

Harvard St Harvard St Vernon St From North From South From West Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 8 0 8 1 2300 0 11 04:30 PM 40 402 200 0 6 04:45 PM 40 40 440 119 05:00 PM 7 1 8 02 200 0 10 Total Volume 23 1 24 1 10 11 0 1 1 36 % App. Total 95.8 4.2 9.1 90.9 0 100 PHF .719 .250 .750 .250 .625 .688 .000 .250 .250 .818 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820003 E/W Street : Vernon Street Site Code : 86820003 City/State : Brooklin, MA Start Date : 1/13/2021 Weather : Clear Page No : 11

Harvard St Out In Total 10 24 34

1 23 Right Thru

Peak Hour Data Total

0 North Left In Peak Hour Begins at 04:15 PM 1 Vernon St

Right Bikes Peds 213 Out

Left Thru 1 10

24 11 35 Out In Total Harvard St

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:00 PM 04:00 PM +0 mins. 8 0 8 02 20 1 1 +15 mins. 40 41 2300 0 +30 mins. 40 402 200 0 +45 mins. 7 1 8 0 4401 1 Total Volume 23 1 24 1 10 11 0 2 2 % App. Total 95.8 4.2 9.1 90.9 0 100 PHF .719 .250 .750 .250 .625 .688 .000 .500 .500 Accurate Counts 978-664-2565

N/S Street : Harvard Street File Name : 86820003 E/W Street : Vernon Street Site Code : 86820003 City/State : Brooklin, MA Start Date : 1/13/2021 Weather : Clear Page No : 12

Harvard St In - Peak Hour: 04:15 PM 24

1 23 Right Thru

Peak Hour Data

0 North 2 Left Bikes Peds 2 Vernon St Right In - Peak Hour: 04:00 PM

Left Thru 1 10

11 In - Peak Hour: 04:00 PM Harvard St Accurate Counts 978-664-2565

N/S Street : Garage / Foster Street File Name : 86820004 E/W Street : Marion Street Site Code : 86820004 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 1

Groups Printed- Cars - Trucks Garage Marion St Foster St Marion St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 0011230 000000 25 07:15 AM 0010190 100000 21 07:30 AM 0000260 000000 26 07:45 AM 0001290 000000 30 Total 0 0 2 2 97 0 1 0 0 0 0 0 102

08:00 AM 0001290 100000 31 08:15 AM 0010300 100000 32 08:30 AM 0001380 100000 40 08:45 AM 0000240 100000 25 Total 0 0 1 2 121 0 4 0 0 0 0 0 128

Grand Total 0034 218 0 500000230 Apprch % 0 0 100 1.8 98.2 0 100 0 0 000 Total % 001.31.7 94.8 0 2.2 0 0 000 Cars 0 0 3 4 213 0 5 0 0 0 0 0 225 % Cars 0 0 100 100 97.7 0 100 0 0 00097.8 Trucks 0 0 0 0 5 0 0 0 0 0 0 0 5 % Trucks 00002.30 000000 2.2

Garage Marion St Foster St Marion St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 000 01 29 0 30 000 0000 0 30 08:00 AM 000 01290 30 1 00 1 000 0 31 08:15 AM 00110300 30 100 1000 0 32 08:30 AM 000 01 38 0 39 100 1000 0 40 Total Volume 0 0 1 1 3 126 0 129 3 0 0 3 0 0 0 0 133 % App. Total 0 0 100 2.3 97.7 0 100 0 0 0 0 0 PHF .000 .000 .250 .250 .750 .829 .000 .827 .750 .000 .000 .750 .000 .000 .000 .000 .831 Cars 001 13 125 0 128 300 3000 0132 % Cars 0 0 100 100 100 99.2 0 99.2 100 0 0 100 000 099.2 Trucks 000 0010 1000 0000 0 1 % Trucks 000 00 0.8 0 0.8 000 0000 00.8 Accurate Counts 978-664-2565

N/S Street : Garage / Foster Street File Name : 86820004 E/W Street : Marion Street Site Code : 86820004 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 2

Garage Out In Total 011 000 0 1 1

1 0 0 0 0 0 1 0 0 Right Thru Left

Peak Hour Data Out Right 0 0 0 Total 2 128 128 011 0 129 0 0 0 0 Left North Marion St 0 Thru 0 0 0 Peak Hour Begins at 07:45 AM In 126 125 129 In 1 Thru Cars Marion St Left 0 0 0 Trucks 101 Total 3 0 3 130 130 129 0 129 Right Out

Left Thru Right 3 0 0 0 0 0 3 0 0

336 000 363 Out In Total Foster St

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:45 AM 08:00 AM 07:00 AM +0 mins. 00111 29 0 30 1 00 1 000 0 +15 mins. 001 11290 30 100 1000 0 +30 mins. 000 00300 30 100 1000 0 +45 mins. 000 01 38 0 39 100 1000 0 Total Volume 0 0 2 2 3 126 0 129 4 0 0 4 0 0 0 0 % App. Total 0 0 100 2.3 97.7 0 100 0 0 0 0 0 PHF .000 .000 .500 .500 .750 .829 .000 .827 1.000 .000 .000 1.000 .000 .000 .000 .000 Cars 002 23 125 0 128 400 4000 0 % Cars 0 0 100 100 100 99.2 0 99.2 100 0 0 100 000 0 Trucks 000 0010 1000 0000 0 % Trucks 000 00 0.8 0 0.8 000 0000 0 Accurate Counts 978-664-2565

N/S Street : Garage / Foster Street File Name : 86820004 E/W Street : Marion Street Site Code : 86820004 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 3

Garage In - Peak Hour: 07:00 AM 2 0 2

2 0 0 0 0 0 2 0 0 Right Thru Left

Peak Hour Data In - Peak Hour: 07:45 AM Right 0 0 0 0 0 0 Left North Marion St 0 0 0 Thru 0 0 0 Cars 126 125 129 Trucks 128 1 1 Thru Marion St Left 0 0 0 3 0 3 Right In - Peak Hour: 07:00 AM

Left Thru Right 4 0 0 0 0 0 4 0 0

4 0 4 In - Peak Hour: 08:00 AM Foster St Accurate Counts 978-664-2565

N/S Street : Garage / Foster Street File Name : 86820004 E/W Street : Marion Street Site Code : 86820004 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 4

Groups Printed- Cars Garage Marion St Foster St Marion St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 0011220 000000 24 07:15 AM 0010170 100000 19 07:30 AM 0000250 000000 25 07:45 AM 0001280 000000 29 Total 0 0 2 2 92 0 1 0 0 0 0 0 97

08:00 AM 0001290 100000 31 08:15 AM 0010300 100000 32 08:30 AM 0001380 100000 40 08:45 AM 0000240 100000 25 Total 0 0 1 2 121 0 4 0 0 0 0 0 128

Grand Total 0034 213 0 500000225 Apprch % 0 0 100 1.8 98.2 0 100 0 0 000 Total % 001.31.8 94.7 0 2.2 0 0 000

Garage Marion St Foster St Marion St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 000 01 28 0 29 000 0000 0 29 08:00 AM 000 01290 30 1 00 1 000 0 31 08:15 AM 00110300 30 100 1000 0 32 08:30 AM 000 01 38 0 39 100 1000 0 40 Total Volume 0 0 1 1 3 125 0 128 3 0 0 3 0 0 0 0 132 % App. Total 0 0 100 2.3 97.7 0 100 0 0 0 0 0 PHF .000 .000 .250 .250 .750 .822 .000 .821 .750 .000 .000 .750 .000 .000 .000 .000 .825 Accurate Counts 978-664-2565

N/S Street : Garage / Foster Street File Name : 86820004 E/W Street : Marion Street Site Code : 86820004 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 5

Garage Out In Total 011

1 0 0 Right Thru Left

Peak Hour Data Out Right 0 Total 2 128 128 0 0 Left North Marion St Thru 0 In 125 In Peak Hour Begins at 07:45 AM Thru Marion St Left 0 Cars Total 3 129 0 129 Right Out

Left Thru Right 3 0 0

336 Out In Total Foster St

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:45 AM 08:00 AM 07:00 AM +0 mins. 00111 28 0 29 1 00 1 000 0 +15 mins. 001 11290 30 100 1000 0 +30 mins. 000 00300 30 100 1000 0 +45 mins. 000 01 38 0 39 100 1000 0 Total Volume 0 0 2 2 3 125 0 128 4 0 0 4 0 0 0 0 % App. Total 0 0 100 2.3 97.7 0 100 0 0 0 0 0 PHF .000 .000 .500 .500 .750 .822 .000 .821 1.000 .000 .000 1.000 .000 .000 .000 .000 Accurate Counts 978-664-2565

N/S Street : Garage / Foster Street File Name : 86820004 E/W Street : Marion Street Site Code : 86820004 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 6

Garage In - Peak Hour: 07:00 AM 2

2 0 0 Right Thru Left

Peak Hour Data In - Peak Hour: 07:45 AM Right 0 0 Left North Marion St 0 Thru 0 125 Cars 128 Thru Marion St Left 0 3 Right In - Peak Hour: 07:00 AM

Left Thru Right 4 0 0

4 In - Peak Hour: 08:00 AM Foster St Accurate Counts 978-664-2565

N/S Street : Garage / Foster Street File Name : 86820004 E/W Street : Marion Street Site Code : 86820004 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 7

Groups Printed- Trucks Garage Marion St Foster St Marion St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 000010000000 1 07:15 AM 000020000000 2 07:30 AM 000010000000 1 07:45 AM 000010000000 1 Total 0 0 0 0 5 0 0 0 0 0 0 0 5

08:00 AM 000000000000 0 08:15 AM 000000000000 0 08:30 AM 000000000000 0 08:45 AM 000000000000 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 000050000000 5 Apprch % 0000 100 0 000000 Total % 0000 100 0 000000

Garage Marion St Foster St Marion St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 000 0010 1000 0000 0 1 07:15 AM 000 00 2 0 2 000 0000 0 2 07:30 AM 000 0010 1000 0000 0 1 07:45 AM 000 0010 1000 0000 0 1 Total Volume 0 0 0 0 0 5 0 5 0 0 0 0 0 0 0 0 5 % App. Total 0 0 0 0 100 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .625 .000 .625 .000 .000 .000 .000 .000 .000 .000 .000 .625 Accurate Counts 978-664-2565

N/S Street : Garage / Foster Street File Name : 86820004 E/W Street : Marion Street Site Code : 86820004 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 8

Garage Out In Total 000

0 0 0 Right Thru Left

Peak Hour Data Out Right 0 Total 055 0 Left North Marion St Thru 0 In In Peak Hour Begins at 07:00 AM 5 Thru Marion St Left 0 Trucks 505 Total 0 Right Out

Left Thru Right 0 0 0

000 Out In Total Foster St

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 000 0010 1000 0000 0 +15 mins. 000 00 2 0 2 000 0000 0 +30 mins. 000 0010 1000 0000 0 +45 mins. 000 0010 1000 0000 0 Total Volume 0 0 0 0 0 5 0 5 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 100 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .625 .000 .625 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565

N/S Street : Garage / Foster Street File Name : 86820004 E/W Street : Marion Street Site Code : 86820004 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 9

Garage In - Peak Hour: 07:00 AM 0

0 0 0 Right Thru Left

Peak Hour Data In - Peak Hour: 07:00 AM Right 0 0 Left North Marion St 0 Thru 0 Trucks 5 5 Thru Marion St Left 0 0 Right In - Peak Hour: 07:00 AM

Left Thru Right 0 0 0

0 In - Peak Hour: 07:00 AM Foster St Accurate Counts 978-664-2565

N/S Street : Garage / Foster Street File Name : 86820004 E/W Street : Marion Street Site Code : 86820004 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 10

Groups Printed- Bikes Peds Garage Marion St Foster St Marion St From North From East From South From West Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Exclu. Total Inclu. Total Int. Total 07:00 AM 0004000000010000 505 07:15 AM 0009010000040001 14 1 15 07:30 AM 00012020000040000 16 2 18 07:45 AM 0009000000020000 11 0 11 Total 0 0 0 34 0 3 0 0 0 0 0 11 0 0 0 1 46 3 49

08:00 AM 0009010010010000 10 2 12 08:15 AM 00010000000000001 11 0 11 08:30 AM 0007000000040100 11 1 12 08:45 AM 00010000000040100 14 1 15 Total 0 0 0 36 0 1 0 0 1 0 0 9 0 2 0 1 46 4 50

Grand Total 000700400100200202 92 7 99 Apprch % 000 0 100 0 100 0 0 0 100 0 Total % 000 0 57.1 0 14.3 0 0 028.60 92.9 7.1

Garage Marion St Foster St Marion St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 000 0010 1000 0000 0 1 07:30 AM 000 00 2 0 2 000 0000 0 2 07:45 AM 000 0000 0000 0000 0 0 08:00 AM 000 0010 11 00 1 000 0 2 Total Volume 0 0 0 0 0 4 0 4 1 0 0 1 0 0 0 0 5 % App. Total 0 0 0 0 100 0 100 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .500 .000 .500 .250 .000 .000 .250 .000 .000 .000 .000 .625 Accurate Counts 978-664-2565

N/S Street : Garage / Foster Street File Name : 86820004 E/W Street : Marion Street Site Code : 86820004 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 11

Garage Out In Total 000

0 0 0 Right Thru Left

Peak Hour Data Out Right 0 Total 044 0 Left North Marion St Thru 0 In In Peak Hour Begins at 07:15 AM 4 Thru Marion St Left 0 Bikes Peds 505 Total 0 Right Out

Left Thru Right 1 0 0

011 Out In Total Foster St

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:15 AM 07:15 AM 08:00 AM +0 mins. 000 0010 1000 0000 0 +15 mins. 000 00 2 0 2 000 0000 0 +30 mins. 000 0000 0000 00 1 0 1 +45 mins. 000 0010 11 00 1 010 1 Total Volume 0 0 0 0 0 4 0 4 1 0 0 1 0 2 0 2 % App. Total 0 0 0 0 100 0 100 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .500 .000 .500 .250 .000 .000 .250 .000 .500 .000 .500 Accurate Counts 978-664-2565

N/S Street : Garage / Foster Street File Name : 86820004 E/W Street : Marion Street Site Code : 86820004 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 12

Garage In - Peak Hour: 07:00 AM 0

0 0 0 Right Thru Left

Peak Hour Data In - Peak Hour: 07:15 AM Right 0 0 Left North Marion St 2 Thru 2 Bikes Peds 4 4 Thru Marion St Left 0 0 Right In - Peak Hour: 08:00 AM

Left Thru Right 1 0 0

1 In - Peak Hour: 07:15 AM Foster St Accurate Counts 978-664-2565

N/S Street : Garage / Foster Street File Name : 86820004 E/W Street : Marion Street Site Code : 86820004 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 1

Groups Printed- Cars - Trucks Garage Marion St Foster St Marion St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 04:00 PM 0010521 000000 54 04:15 PM 0001473 000000 51 04:30 PM 0001531 100000 56 04:45 PM 0001460 000000 47 Total 0 0 1 3 198 5 1 0 0 0 0 0 208

05:00 PM 0012422 100000 48 05:15 PM 0000421 100000 44 05:30 PM 0001451 000000 47 05:45 PM 0011591 100000 63 Total 0 0 2 4 188 5 3 0 0 0 0 0 202

Grand Total 0037 386 10 400000410 Apprch % 0 0 100 1.7 95.8 2.5 100 0 0 000 Total % 000.71.7 94.1 2.4 100000 Cars 0 0 3 7 385 10 4 0 0 0 0 0 409 % Cars 0 0 100 100 99.7 100 100 0 0 00099.8 Trucks 0 0 0 0 1 0 0 0 0 0 0 0 1 % Trucks 00000.30 000000 0.2

Garage Marion St Foster St Marion St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 00110521 53 000 0000 0 54 04:15 PM 000 01 47 3 51 000 0000 0 51 04:30 PM 000 01 53 1 55 1 00 1 000 0 56 04:45 PM 000 01460 47 000 0000 0 47 Total Volume 0 0 1 1 3 198 5 206 1 0 0 1 0 0 0 0 208 % App. Total 0 0 100 1.5 96.1 2.4 100 0 0 0 0 0 PHF .000 .000 .250 .250 .750 .934 .417 .936 .250 .000 .000 .250 .000 .000 .000 .000 .929 Cars 001 13 197 5 205 100 1000 0207 % Cars 0 0 100 100 100 99.5 100 99.5 100 0 0 100 000 099.5 Trucks 000 0010 1000 0000 0 1 % Trucks 000 00 0.5 0 0.5 000 0000 00.5 Accurate Counts 978-664-2565

N/S Street : Garage / Foster Street File Name : 86820004 E/W Street : Marion Street Site Code : 86820004 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 2

Garage Out In Total 516 000 5 1 6

1 0 0 0 0 0 1 0 0 Right Thru Left

Peak Hour Data Out Right 0 0 0 Total 0 205 205 011 0 206 0 5 0 5 Left North Marion St 0 Thru 0 0 0 Peak Hour Begins at 04:00 PM In 198 197 206 In 1 Thru Cars Marion St Left 0 0 0 Trucks 101 Total 3 0 3 200 200 199 0 199 Right Out

Left Thru Right 1 0 0 0 0 0 1 0 0

314 000 341 Out In Total Foster St

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 04:00 PM 04:30 PM 04:00 PM +0 mins. 00110521 53 1 00 1 000 0 +15 mins. 000 01 47 3 51 000 0000 0 +30 mins. 000 01 53 1 55 100 1000 0 +45 mins. 001 11460 47 100 1000 0 Total Volume 0 0 2 2 3 198 5 206 3 0 0 3 0 0 0 0 % App. Total 0 0 100 1.5 96.1 2.4 100 0 0 0 0 0 PHF .000 .000 .500 .500 .750 .934 .417 .936 .750 .000 .000 .750 .000 .000 .000 .000 Cars 002 23 197 5 205 300 3000 0 % Cars 0 0 100 100 100 99.5 100 99.5 100 0 0 100 000 0 Trucks 000 0010 1000 0000 0 % Trucks 000 00 0.5 0 0.5 000 0000 0 Accurate Counts 978-664-2565

N/S Street : Garage / Foster Street File Name : 86820004 E/W Street : Marion Street Site Code : 86820004 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 3

Garage In - Peak Hour: 05:00 PM 2 0 2

2 0 0 0 0 0 2 0 0 Right Thru Left

Peak Hour Data In - Peak Hour: 04:00 PM Right 0 0 0 5 0 5 Left North Marion St 0 0 0 Thru 0 0 0 Cars 198 197 206 Trucks 205 1 1 Thru Marion St Left 0 0 0 3 0 3 Right In - Peak Hour: 04:00 PM

Left Thru Right 3 0 0 0 0 0 3 0 0

3 0 3 In - Peak Hour: 04:30 PM Foster St Accurate Counts 978-664-2565

N/S Street : Garage / Foster Street File Name : 86820004 E/W Street : Marion Street Site Code : 86820004 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 4

Groups Printed- Cars Garage Marion St Foster St Marion St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 04:00 PM 0010521 000000 54 04:15 PM 0001463 000000 50 04:30 PM 0001531 100000 56 04:45 PM 0001460 000000 47 Total 0 0 1 3 197 5 1 0 0 0 0 0 207

05:00 PM 0012422 100000 48 05:15 PM 0000421 100000 44 05:30 PM 0001451 000000 47 05:45 PM 0011591 100000 63 Total 0 0 2 4 188 5 3 0 0 0 0 0 202

Grand Total 0037 385 10 400000409 Apprch % 0 0 100 1.7 95.8 2.5 100 0 0 000 Total % 000.71.7 94.1 2.4 100000

Garage Marion St Foster St Marion St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 00110521 53 000 0000 0 54 04:15 PM 000 01 46 3 50 000 0000 0 50 04:30 PM 000 01 53 1 55 1 00 1 000 0 56 04:45 PM 000 01460 47 000 0000 0 47 Total Volume 0 0 1 1 3 197 5 205 1 0 0 1 0 0 0 0 207 % App. Total 0 0 100 1.5 96.1 2.4 100 0 0 0 0 0 PHF .000 .000 .250 .250 .750 .929 .417 .932 .250 .000 .000 .250 .000 .000 .000 .000 .924 Accurate Counts 978-664-2565

N/S Street : Garage / Foster Street File Name : 86820004 E/W Street : Marion Street Site Code : 86820004 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 5

Garage Out In Total 516

1 0 0 Right Thru Left

Peak Hour Data Out Right 0 Total 0 205 205 0 5 Left North Marion St Thru 0 In 197 In Peak Hour Begins at 04:00 PM Thru Marion St Left 0 Cars Total 3 199 0 199 Right Out

Left Thru Right 1 0 0

314 Out In Total Foster St

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 04:00 PM 04:30 PM 04:00 PM +0 mins. 00110521 53 1 00 1 000 0 +15 mins. 000 01 46 3 50 000 0000 0 +30 mins. 000 01 53 1 55 100 1000 0 +45 mins. 001 11460 47 100 1000 0 Total Volume 0 0 2 2 3 197 5 205 3 0 0 3 0 0 0 0 % App. Total 0 0 100 1.5 96.1 2.4 100 0 0 0 0 0 PHF .000 .000 .500 .500 .750 .929 .417 .932 .750 .000 .000 .750 .000 .000 .000 .000 Accurate Counts 978-664-2565

N/S Street : Garage / Foster Street File Name : 86820004 E/W Street : Marion Street Site Code : 86820004 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 6

Garage In - Peak Hour: 05:00 PM 2

2 0 0 Right Thru Left

Peak Hour Data In - Peak Hour: 04:00 PM Right 0 5 Left North Marion St 0 Thru 0 197 Cars 205 Thru Marion St Left 0 3 Right In - Peak Hour: 04:00 PM

Left Thru Right 3 0 0

3 In - Peak Hour: 04:30 PM Foster St Accurate Counts 978-664-2565

N/S Street : Garage / Foster Street File Name : 86820004 E/W Street : Marion Street Site Code : 86820004 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 7

Groups Printed- Trucks Garage Marion St Foster St Marion St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 04:00 PM 000000000000 0 04:15 PM 000010000000 1 04:30 PM 000000000000 0 04:45 PM 000000000000 0 Total 0 0 0 0 1 0 0 0 0 0 0 0 1

05:00 PM 000000000000 0 05:15 PM 000000000000 0 05:30 PM 000000000000 0 05:45 PM 000000000000 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 000010000000 1 Apprch % 0000 100 0 000000 Total % 0000 100 0 000000

Garage Marion St Foster St Marion St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 000 0000 0000 0000 0 0 04:15 PM 000 00 1 0 1 000 0000 0 1 04:30 PM 000 0000 0000 0000 0 0 04:45 PM 000 0000 0000 0000 0 0 Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 % App. Total 0 0 0 0 100 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .250 Accurate Counts 978-664-2565

N/S Street : Garage / Foster Street File Name : 86820004 E/W Street : Marion Street Site Code : 86820004 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 8

Garage Out In Total 000

0 0 0 Right Thru Left

Peak Hour Data Out Right 0 Total 011 0 Left North Marion St Thru 0 In In Peak Hour Begins at 04:00 PM 1 Thru Marion St Left 0 Trucks 101 Total 0 Right Out

Left Thru Right 0 0 0

000 Out In Total Foster St

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 000 0000 0000 0000 0 +15 mins. 000 00 1 0 1 000 0000 0 +30 mins. 000 0000 0000 0000 0 +45 mins. 000 0000 0000 0000 0 Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 100 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565

N/S Street : Garage / Foster Street File Name : 86820004 E/W Street : Marion Street Site Code : 86820004 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 9

Garage In - Peak Hour: 04:00 PM 0

0 0 0 Right Thru Left

Peak Hour Data In - Peak Hour: 04:00 PM Right 0 0 Left North Marion St 0 Thru 0 Trucks 1 1 Thru Marion St Left 0 0 Right In - Peak Hour: 04:00 PM

Left Thru Right 0 0 0

0 In - Peak Hour: 04:00 PM Foster St Accurate Counts 978-664-2565

N/S Street : Garage / Foster Street File Name : 86820004 E/W Street : Marion Street Site Code : 86820004 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 10

Groups Printed- Bikes Peds Garage Marion St Foster St Marion St From North From East From South From West Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Exclu. Total Inclu. Total Int. Total 04:00 PM 0005010100020000 819 04:15 PM 0005000000040000 909 04:30 PM 00022000000020000 24 0 24 04:45 PM 00010010100060000 17 1 18 Total 0 0 0 42 0 2 0 2 0 0 0 14 0 0 0 0 58 2 60

05:00 PM 00010030100040000 15 3 18 05:15 PM 0009030000040001 14 3 17 05:30 PM 0008000000060000 14 0 14 05:45 PM 0009000100030001 14 0 14 Total 0 0 0 36 0 6 0 2 0 0 0 17 0 0 0 2 57 6 63

Grand Total 000780804000310002115 8 123 Apprch % 000 0 100 0 000 000 Total % 000 0 100 0 000 000 93.5 6.5

Garage Marion St Foster St Marion St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 000 0000 0000 0000 0 0 04:45 PM 000 0010 1000 0000 0 1 05:00 PM 000 00 3 0 3 000 0000 0 3 05:15 PM 000 0030 3000 0000 0 3 Total Volume 0 0 0 0 0 7 0 7 0 0 0 0 0 0 0 0 7 % App. Total 0 0 0 0 100 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .583 .000 .583 .000 .000 .000 .000 .000 .000 .000 .000 .583 Accurate Counts 978-664-2565

N/S Street : Garage / Foster Street File Name : 86820004 E/W Street : Marion Street Site Code : 86820004 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 11

Garage Out In Total 000

0 0 0 Right Thru Left

Peak Hour Data Out Right 0 Total 077 0 Left North Marion St Thru 0 In In Peak Hour Begins at 04:30 PM 7 Thru Marion St Left 0 Bikes Peds 707 Total 0 Right Out

Left Thru Right 0 0 0

000 Out In Total Foster St

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:30 PM 04:00 PM 04:00 PM +0 mins. 000 0000 0000 0000 0 +15 mins. 000 0010 1000 0000 0 +30 mins. 000 00 3 0 3 000 0000 0 +45 mins. 000 0030 3000 0000 0 Total Volume 0 0 0 0 0 7 0 7 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 100 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .583 .000 .583 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565

N/S Street : Garage / Foster Street File Name : 86820004 E/W Street : Marion Street Site Code : 86820004 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 12

Garage In - Peak Hour: 04:00 PM 0

0 0 0 Right Thru Left

Peak Hour Data In - Peak Hour: 04:30 PM Right 0 0 Left North Marion St 0 Thru 0 Bikes Peds 7 7 Thru Marion St Left 0 0 Right In - Peak Hour: 04:00 PM

Left Thru Right 0 0 0

0 In - Peak Hour: 04:00 PM Foster St Accurate Counts 978-664-2565

N/S Street : Driveway / Marion Terrace File Name : 86820005 E/W Street : Marion Street Site Code : 86820005 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 1

Groups Printed- Cars - Trucks Dwy Marion St Marion Terr Marion St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 0000250 000000 25 07:15 AM 0010200 000000 21 07:30 AM 0000261 100000 28 07:45 AM 0001280 000000 29 Total 0 0 1 1 99 1 1 0 0 0 0 0 103

08:00 AM 0000300 100000 31 08:15 AM 0000320 000000 32 08:30 AM 0000371 100000 39 08:45 AM 0000240 000000 24 Total 0 0 0 0 123 1 2 0 0 0 0 0 126

Grand Total 0011 222 2 300000229 Apprch % 0 0 100 0.4 98.7 0.9 100 0 0 000 Total % 000.40.4 96.9 0.9 1.3 0 0 000 Cars 0 0 1 1 217 2 3 0 0 0 0 0 224 % Cars 0 0 100 100 97.7 100 100 0 0 00097.8 Trucks 0 0 0 0 5 0 0 0 0 0 0 0 5 % Trucks 00002.30 000000 2.2

Dwy Marion St Marion Terr Marion St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 000 01 28 0 29 000 0000 0 29 08:00 AM 000 00300 30 1 00 1 000 0 31 08:15 AM 000 00320 32 000 0000 0 32 08:30 AM 000 00 37 1 38 100 1000 0 39 Total Volume 0 0 0 0 1 127 1 129 2 0 0 2 0 0 0 0 131 % App. Total 0 0 0 0.8 98.4 0.8 100 0 0 0 0 0 PHF .000 .000 .000 .000 .250 .858 .250 .849 .500 .000 .000 .500 .000 .000 .000 .000 .840 Cars 000 01 126 1 128 200 2000 0130 % Cars 000 0100 99.2 100 99.2 100 0 0 100 000 099.2 Trucks 000 0010 1000 0000 0 1 % Trucks 000 00 0.8 0 0.8 000 0000 00.8 Accurate Counts 978-664-2565

N/S Street : Driveway / Marion Terrace File Name : 86820005 E/W Street : Marion Street Site Code : 86820005 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 2

Dwy Out In Total 101 000 1 0 1

0 0 0 0 0 0 0 0 0 Right Thru Left

Peak Hour Data Out Right 0 0 0 Total 2 128 128 011 0 129 0 1 0 1 Left North Marion St 0 Thru 0 0 0 Peak Hour Begins at 07:45 AM In 127 126 129 In 1 Thru Cars Marion St Left 0 0 0 Trucks 101 Total 1 0 1 129 129 128 0 128 Right Out

Left Thru Right 2 0 0 0 0 0 2 0 0

123 000 132 Out In Total Marion Terr

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:45 AM 07:15 AM 07:00 AM +0 mins. 000 01 28 0 29 000 0000 0 +15 mins. 00110300 30 1 00 1 000 0 +30 mins. 000 00320 32 000 0000 0 +45 mins. 000 00 37 1 38 100 1000 0 Total Volume 0 0 1 1 1 127 1 129 2 0 0 2 0 0 0 0 % App. Total 0 0 100 0.8 98.4 0.8 100 0 0 0 0 0 PHF .000 .000 .250 .250 .250 .858 .250 .849 .500 .000 .000 .500 .000 .000 .000 .000 Cars 001 11 126 1 128 200 2000 0 % Cars 0 0 100 100 100 99.2 100 99.2 100 0 0 100 000 0 Trucks 000 0010 1000 0000 0 % Trucks 000 00 0.8 0 0.8 000 0000 0 Accurate Counts 978-664-2565

N/S Street : Driveway / Marion Terrace File Name : 86820005 E/W Street : Marion Street Site Code : 86820005 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 3

Dwy In - Peak Hour: 07:00 AM 1 0 1

1 0 0 0 0 0 1 0 0 Right Thru Left

Peak Hour Data In - Peak Hour: 07:45 AM Right 0 0 0 1 0 1 Left North Marion St 0 0 0 Thru 0 0 0 Cars 127 126 129 Trucks 128 1 1 Thru Marion St Left 0 0 0 1 0 1 Right In - Peak Hour: 07:00 AM

Left Thru Right 2 0 0 0 0 0 2 0 0

2 0 2 In - Peak Hour: 07:15 AM Marion Terr Accurate Counts 978-664-2565

N/S Street : Driveway / Marion Terrace File Name : 86820005 E/W Street : Marion Street Site Code : 86820005 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 4

Groups Printed- Cars Dwy Marion St Marion Terr Marion St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 0000240 000000 24 07:15 AM 0010180 000000 19 07:30 AM 0000251 100000 27 07:45 AM 0001270 000000 28 Total 0 0 1 1 94 1 1 0 0 0 0 0 98

08:00 AM 0000300 100000 31 08:15 AM 0000320 000000 32 08:30 AM 0000371 100000 39 08:45 AM 0000240 000000 24 Total 0 0 0 0 123 1 2 0 0 0 0 0 126

Grand Total 0011 217 2 300000224 Apprch % 0 0 100 0.5 98.6 0.9 100 0 0 000 Total % 000.40.4 96.9 0.9 1.3 0 0 000

Dwy Marion St Marion Terr Marion St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 000 01 27 0 28 000 0000 0 28 08:00 AM 000 00300 30 1 00 1 000 0 31 08:15 AM 000 00320 32 000 0000 0 32 08:30 AM 000 00 37 1 38 100 1000 0 39 Total Volume 0 0 0 0 1 126 1 128 2 0 0 2 0 0 0 0 130 % App. Total 0 0 0 0.8 98.4 0.8 100 0 0 0 0 0 PHF .000 .000 .000 .000 .250 .851 .250 .842 .500 .000 .000 .500 .000 .000 .000 .000 .833 Accurate Counts 978-664-2565

N/S Street : Driveway / Marion Terrace File Name : 86820005 E/W Street : Marion Street Site Code : 86820005 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 5

Dwy Out In Total 101

0 0 0 Right Thru Left

Peak Hour Data Out Right 0 Total 2 128 128 0 1 Left North Marion St Thru 0 In 126 In Peak Hour Begins at 07:45 AM Thru Marion St Left 0 Cars Total 1 128 0 128 Right Out

Left Thru Right 2 0 0

123 Out In Total Marion Terr

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:45 AM 07:15 AM 07:00 AM +0 mins. 000 01 27 0 28 000 0000 0 +15 mins. 00110300 30 1 00 1 000 0 +30 mins. 000 00320 32 000 0000 0 +45 mins. 000 00 37 1 38 100 1000 0 Total Volume 0 0 1 1 1 126 1 128 2 0 0 2 0 0 0 0 % App. Total 0 0 100 0.8 98.4 0.8 100 0 0 0 0 0 PHF .000 .000 .250 .250 .250 .851 .250 .842 .500 .000 .000 .500 .000 .000 .000 .000 Accurate Counts 978-664-2565

N/S Street : Driveway / Marion Terrace File Name : 86820005 E/W Street : Marion Street Site Code : 86820005 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 6

Dwy In - Peak Hour: 07:00 AM 1

1 0 0 Right Thru Left

Peak Hour Data In - Peak Hour: 07:45 AM Right 0 1 Left North Marion St 0 Thru 0 126 Cars 128 Thru Marion St Left 0 1 Right In - Peak Hour: 07:00 AM

Left Thru Right 2 0 0

2 In - Peak Hour: 07:15 AM Marion Terr Accurate Counts 978-664-2565

N/S Street : Driveway / Marion Terrace File Name : 86820005 E/W Street : Marion Street Site Code : 86820005 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 7

Groups Printed- Trucks Dwy Marion St Marion Terr Marion St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 000010000000 1 07:15 AM 000020000000 2 07:30 AM 000010000000 1 07:45 AM 000010000000 1 Total 0 0 0 0 5 0 0 0 0 0 0 0 5

08:00 AM 000000000000 0 08:15 AM 000000000000 0 08:30 AM 000000000000 0 08:45 AM 000000000000 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 000050000000 5 Apprch % 0000 100 0 000000 Total % 0000 100 0 000000

Dwy Marion St Marion Terr Marion St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 000 0010 1000 0000 0 1 07:15 AM 000 00 2 0 2 000 0000 0 2 07:30 AM 000 0010 1000 0000 0 1 07:45 AM 000 0010 1000 0000 0 1 Total Volume 0 0 0 0 0 5 0 5 0 0 0 0 0 0 0 0 5 % App. Total 0 0 0 0 100 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .625 .000 .625 .000 .000 .000 .000 .000 .000 .000 .000 .625 Accurate Counts 978-664-2565

N/S Street : Driveway / Marion Terrace File Name : 86820005 E/W Street : Marion Street Site Code : 86820005 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 8

Dwy Out In Total 000

0 0 0 Right Thru Left

Peak Hour Data Out Right 0 Total 055 0 Left North Marion St Thru 0 In In Peak Hour Begins at 07:00 AM 5 Thru Marion St Left 0 Trucks 505 Total 0 Right Out

Left Thru Right 0 0 0

000 Out In Total Marion Terr

N/S Street : Driveway / Marion Terrace File Name : 86820005 E/W Street : Marion Street Site Code : 86820005 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 9

Dwy In - Peak Hour: 07:00 AM 0

0 0 0 Right Thru Left

Peak Hour Data In - Peak Hour: 07:00 AM Right 0 0 Left North Marion St 0 Thru 0 Trucks 5 5 Thru Marion St Left 0 0 Right In - Peak Hour: 07:00 AM

Left Thru Right 0 0 0

0 In - Peak Hour: 07:00 AM Marion Terr Accurate Counts 978-664-2565

N/S Street : Driveway / Marion Terrace File Name : 86820005 E/W Street : Marion Street Site Code : 86820005 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 10

Groups Printed- Bikes Peds Dwy Marion St Marion Terr Marion St From North From East From South From West Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Exclu. Total Inclu. Total Int. Total 07:00 AM 0004000000030000 707 07:15 AM 0008020000000000 8210 07:30 AM 00012010000040000 16 1 17 07:45 AM 0007000000030000 10 0 10 Total 0 0 0 31 0 3 0 0 0 0 0 10 0 0 0 0 41 3 44

08:00 AM 0015010000000000 527 08:15 AM 0009000100020001 13 0 13 08:30 AM 0004000000080102 14 1 15 08:45 AM 0008000100090100 18 1 19 Total 0 0 1 26 0 1 0 2 0 0 0 19 0 2 0 3 50 4 54

Grand Total 001570402000290203 91 7 98 Apprch % 0 0 100 0 100 0 000 0 100 0 Total % 0 0 14.3 0 57.1 0 000 028.60 92.9 7.1

Dwy Marion St Marion Terr Marion St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 000 00 2 0 2 000 0000 0 2 07:30 AM 000 0010 1000 0000 0 1 07:45 AM 000 0000 0000 0000 0 0 08:00 AM 0011010 1000 0000 0 2 Total Volume 0 0 1 1 0 4 0 4 0 0 0 0 0 0 0 0 5 % App. Total 0 0 100 0 100 0 0 0 0 0 0 0 PHF .000 .000 .250 .250 .000 .500 .000 .500 .000 .000 .000 .000 .000 .000 .000 .000 .625 Accurate Counts 978-664-2565

N/S Street : Driveway / Marion Terrace File Name : 86820005 E/W Street : Marion Street Site Code : 86820005 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 11

Dwy Out In Total 011

1 0 0 Right Thru Left

Peak Hour Data Out Right 0 Total 044 0 Left North Marion St Thru 0 In In Peak Hour Begins at 07:15 AM 4 Thru Marion St Left 0 Bikes Peds 505 Total 0 Right Out

Left Thru Right 0 0 0

000 Out In Total Marion Terr

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 07:00 AM 08:00 AM +0 mins. 000 00 2 0 2 000 0000 0 +15 mins. 000 0010 1000 0000 0 +30 mins. 000 0000 0000 00 1 0 1 +45 mins. 0011010 1000 0010 1 Total Volume 0 0 1 1 0 4 0 4 0 0 0 0 0 2 0 2 % App. Total 0 0 100 0 100 0 0 0 0 0 100 0 PHF .000 .000 .250 .250 .000 .500 .000 .500 .000 .000 .000 .000 .000 .500 .000 .500 Accurate Counts 978-664-2565

N/S Street : Driveway / Marion Terrace File Name : 86820005 E/W Street : Marion Street Site Code : 86820005 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 12

Dwy In - Peak Hour: 07:15 AM 1

1 0 0 Right Thru Left

Peak Hour Data In - Peak Hour: 07:15 AM Right 0 0 Left North Marion St 2 Thru 2 Bikes Peds 4 4 Thru Marion St Left 0 0 Right In - Peak Hour: 08:00 AM

Left Thru Right 0 0 0

0 In - Peak Hour: 07:00 AM Marion Terr Accurate Counts 978-664-2565

N/S Street : Driveway / Marion Terrace File Name : 86820005 E/W Street : Marion Street Site Code : 86820005 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 1

Groups Printed- Cars - Trucks Dwy Marion St Marion Terr Marion St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 04:00 PM 0001482 000000 51 04:15 PM 0000460 100000 47 04:30 PM 0010560 000000 57 04:45 PM 0000500 000000 50 Total 0 0 1 1 200 2 1 0 0 0 0 0 205

05:00 PM 0001430 000000 44 05:15 PM 0000430 000000 43 05:30 PM 0000440 000000 44 05:45 PM 0000590 000000 59 Total 0 0 0 1 189 0 0 0 0 0 0 0 190

Grand Total 0012 389 2 100000395 Apprch % 0 0 100 0.5 99 0.5 100 0 0 000 Total % 000.30.5 98.5 0.5 0.3 0 0 000 Cars 0 0 1 2 388 2 1 0 0 0 0 0 394 % Cars 0 0 100 100 99.7 100 100 0 0 00099.7 Trucks 0 0 0 0 1 0 0 0 0 0 0 0 1 % Trucks 00000.30 000000 0.3

Dwy Marion St Marion Terr Marion St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 000 01 48 2 51 000 0000 0 51 04:15 PM 000 00460 46 1 00 1 000 0 47 04:30 PM 00110 56 0 56 000 0000 0 57 04:45 PM 000 00500 50 000 0000 0 50 Total Volume 0 0 1 1 1 200 2 203 1 0 0 1 0 0 0 0 205 % App. Total 0 0 100 0.5 98.5 1 100 0 0 0 0 0 PHF .000 .000 .250 .250 .250 .893 .250 .906 .250 .000 .000 .250 .000 .000 .000 .000 .899 Cars 001 11 199 2 202 100 1000 0204 % Cars 0 0 100 100 100 99.5 100 99.5 100 0 0 100 000 099.5 Trucks 000 0010 1000 0000 0 1 % Trucks 000 00 0.5 0 0.5 000 0000 00.5 Accurate Counts 978-664-2565

N/S Street : Driveway / Marion Terrace File Name : 86820005 E/W Street : Marion Street Site Code : 86820005 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 2

Dwy Out In Total 213 000 2 1 3

1 0 0 0 0 0 1 0 0 Right Thru Left

Peak Hour Data Out Right 0 0 0 Total 0 202 202 011 0 203 0 2 0 2 Left North Marion St 0 Thru 0 0 0 Peak Hour Begins at 04:00 PM In 200 199 203 In 1 Thru Cars Marion St Left 0 0 0 Trucks 101 Total 1 0 1 202 202 201 0 201 Right Out

Left Thru Right 1 0 0 0 0 0 1 0 0

112 000 121 Out In Total Marion Terr

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 000 01 48 2 51 000 0000 0 +15 mins. 000 00460 46 1 00 1 000 0 +30 mins. 00110 56 0 56 000 0000 0 +45 mins. 000 00500 50 000 0000 0 Total Volume 0 0 1 1 1 200 2 203 1 0 0 1 0 0 0 0 % App. Total 0 0 100 0.5 98.5 1 100 0 0 0 0 0 PHF .000 .000 .250 .250 .250 .893 .250 .906 .250 .000 .000 .250 .000 .000 .000 .000 Cars 001 11 199 2 202 100 1000 0 % Cars 0 0 100 100 100 99.5 100 99.5 100 0 0 100 000 0 Trucks 000 0010 1000 0000 0 % Trucks 000 00 0.5 0 0.5 000 0000 0 Accurate Counts 978-664-2565

N/S Street : Driveway / Marion Terrace File Name : 86820005 E/W Street : Marion Street Site Code : 86820005 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 3

Dwy In - Peak Hour: 04:00 PM 1 0 1

1 0 0 0 0 0 1 0 0 Right Thru Left

Peak Hour Data In - Peak Hour: 04:00 PM Right 0 0 0 2 0 2 Left North Marion St 0 0 0 Thru 0 0 0 Cars 200 199 203 Trucks 202 1 1 Thru Marion St Left 0 0 0 1 0 1 Right In - Peak Hour: 04:00 PM

Left Thru Right 1 0 0 0 0 0 1 0 0

1 0 1 In - Peak Hour: 04:00 PM Marion Terr Accurate Counts 978-664-2565

N/S Street : Driveway / Marion Terrace File Name : 86820005 E/W Street : Marion Street Site Code : 86820005 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 4

Groups Printed- Cars Dwy Marion St Marion Terr Marion St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 04:00 PM 0001482 000000 51 04:15 PM 0000450 100000 46 04:30 PM 0010560 000000 57 04:45 PM 0000500 000000 50 Total 0 0 1 1 199 2 1 0 0 0 0 0 204

05:00 PM 0001430 000000 44 05:15 PM 0000430 000000 43 05:30 PM 0000440 000000 44 05:45 PM 0000590 000000 59 Total 0 0 0 1 189 0 0 0 0 0 0 0 190

Grand Total 0012 388 2 100000394 Apprch % 0 0 100 0.5 99 0.5 100 0 0 000 Total % 000.30.5 98.5 0.5 0.3 0 0 000

Dwy Marion St Marion Terr Marion St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 000 01 48 2 51 000 0000 0 51 04:15 PM 000 00450 45 1 00 1 000 0 46 04:30 PM 00110 56 0 56 000 0000 0 57 04:45 PM 000 00500 50 000 0000 0 50 Total Volume 0 0 1 1 1 199 2 202 1 0 0 1 0 0 0 0 204 % App. Total 0 0 100 0.5 98.5 1 100 0 0 0 0 0 PHF .000 .000 .250 .250 .250 .888 .250 .902 .250 .000 .000 .250 .000 .000 .000 .000 .895 Accurate Counts 978-664-2565

N/S Street : Driveway / Marion Terrace File Name : 86820005 E/W Street : Marion Street Site Code : 86820005 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 5

Dwy Out In Total 213

1 0 0 Right Thru Left

Peak Hour Data Out Right 0 Total 0 202 202 0 2 Left North Marion St Thru 0 In 199 In Peak Hour Begins at 04:00 PM Thru Marion St Left 0 Cars Total 1 201 0 201 Right Out

Left Thru Right 1 0 0

112 Out In Total Marion Terr

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 000 01 48 2 51 000 0000 0 +15 mins. 000 00450 45 1 00 1 000 0 +30 mins. 00110 56 0 56 000 0000 0 +45 mins. 000 00500 50 000 0000 0 Total Volume 0 0 1 1 1 199 2 202 1 0 0 1 0 0 0 0 % App. Total 0 0 100 0.5 98.5 1 100 0 0 0 0 0 PHF .000 .000 .250 .250 .250 .888 .250 .902 .250 .000 .000 .250 .000 .000 .000 .000 Accurate Counts 978-664-2565

N/S Street : Driveway / Marion Terrace File Name : 86820005 E/W Street : Marion Street Site Code : 86820005 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 6

Dwy In - Peak Hour: 04:00 PM 1

1 0 0 Right Thru Left

Peak Hour Data In - Peak Hour: 04:00 PM Right 0 2 Left North Marion St 0 Thru 0 199 Cars 202 Thru Marion St Left 0 1 Right In - Peak Hour: 04:00 PM

Left Thru Right 1 0 0

1 In - Peak Hour: 04:00 PM Marion Terr Accurate Counts 978-664-2565

N/S Street : Driveway / Marion Terrace File Name : 86820005 E/W Street : Marion Street Site Code : 86820005 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 7

Groups Printed- Trucks Dwy Marion St Marion Terr Marion St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 04:00 PM 000000000000 0 04:15 PM 000010000000 1 04:30 PM 000000000000 0 04:45 PM 000000000000 0 Total 0 0 0 0 1 0 0 0 0 0 0 0 1

05:00 PM 000000000000 0 05:15 PM 000000000000 0 05:30 PM 000000000000 0 05:45 PM 000000000000 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 000010000000 1 Apprch % 0000 100 0 000000 Total % 0000 100 0 000000

Dwy Marion St Marion Terr Marion St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 000 0000 0000 0000 0 0 04:15 PM 000 00 1 0 1 000 0000 0 1 04:30 PM 000 0000 0000 0000 0 0 04:45 PM 000 0000 0000 0000 0 0 Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 % App. Total 0 0 0 0 100 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .250 Accurate Counts 978-664-2565

N/S Street : Driveway / Marion Terrace File Name : 86820005 E/W Street : Marion Street Site Code : 86820005 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 8

Dwy Out In Total 000

0 0 0 Right Thru Left

Peak Hour Data Out Right 0 Total 011 0 Left North Marion St Thru 0 In In Peak Hour Begins at 04:00 PM 1 Thru Marion St Left 0 Trucks 101 Total 0 Right Out

Left Thru Right 0 0 0

000 Out In Total Marion Terr

N/S Street : Driveway / Marion Terrace File Name : 86820005 E/W Street : Marion Street Site Code : 86820005 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 9

Dwy In - Peak Hour: 04:00 PM 0

0 0 0 Right Thru Left

Peak Hour Data In - Peak Hour: 04:00 PM Right 0 0 Left North Marion St 0 Thru 0 Trucks 1 1 Thru Marion St Left 0 0 Right In - Peak Hour: 04:00 PM

Left Thru Right 0 0 0

0 In - Peak Hour: 04:00 PM Marion Terr Accurate Counts 978-664-2565

N/S Street : Driveway / Marion Terrace File Name : 86820005 E/W Street : Marion Street Site Code : 86820005 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 10

Groups Printed- Bikes Peds Dwy Marion St Marion Terr Marion St From North From East From South From West Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Exclu. Total Inclu. Total Int. Total 04:00 PM 0006010000050000 11 1 12 04:15 PM 0005010100040000 10 1 11 04:30 PM 00011000000060002 19 0 19 04:45 PM 0009010100070001 18 1 19 Total 0 0 0 31 0 3 0 2 0 0 0 22 0 0 0 3 58 3 61

05:00 PM 0009050000080000 17 5 22 05:15 PM 00010010000080001 19 1 20 05:30 PM 0003020000020000 527 05:45 PM 00010010000010000 11 1 12 Total 0 0 0 32 0 9 0 0 0 0 0 19 0 0 0 1 52 9 61

Grand Total 000630120 2 000410004110 12 122 Apprch % 000 0 100 0 000 000 Total % 000 0 100 0 000 000 90.2 9.8

Dwy Marion St Marion Terr Marion St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 000 0010 1000 0000 0 1 05:00 PM 000 00 5 0 5 000 0000 0 5 05:15 PM 000 0010 1000 0000 0 1 05:30 PM 000 0020 2000 0000 0 2 Total Volume 0 0 0 0 0 9 0 9 0 0 0 0 0 0 0 0 9 % App. Total 0 0 0 0 100 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .450 .000 .450 .000 .000 .000 .000 .000 .000 .000 .000 .450 Accurate Counts 978-664-2565

N/S Street : Driveway / Marion Terrace File Name : 86820005 E/W Street : Marion Street Site Code : 86820005 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 11

Dwy Out In Total 000

0 0 0 Right Thru Left

Peak Hour Data Out Right 0 Total 099 0 Left North Marion St Thru 0 In In Peak Hour Begins at 04:45 PM 9 Thru Marion St Left 0 Bikes Peds 909 Total 0 Right Out

Left Thru Right 0 0 0

000 Out In Total Marion Terr

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:45 PM 04:00 PM 04:00 PM +0 mins. 000 0010 1000 0000 0 +15 mins. 000 00 5 0 5 000 0000 0 +30 mins. 000 0010 1000 0000 0 +45 mins. 000 0020 2000 0000 0 Total Volume 0 0 0 0 0 9 0 9 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 100 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .450 .000 .450 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565

N/S Street : Driveway / Marion Terrace File Name : 86820005 E/W Street : Marion Street Site Code : 86820005 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 12

Dwy In - Peak Hour: 04:00 PM 0

0 0 0 Right Thru Left

Peak Hour Data In - Peak Hour: 04:45 PM Right 0 0 Left North Marion St 0 Thru 0 Bikes Peds 9 9 Thru Marion St Left 0 0 Right In - Peak Hour: 04:00 PM

Left Thru Right 0 0 0

0 In - Peak Hour: 04:00 PM Marion Terr Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820006 E/W Street : Marion Street Site Code : 86820006 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 1

Groups Printed- Cars - Trucks Park St Marion St Park St Marion St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 03111 15 0 300000 33 07:15 AM 0415170 700001 35 07:30 AM 0907190 900000 44 07:45 AM 0828170 900000 44 Total 0 24 4 31 68 0 28 0 0 0 0 1 156

08:00 AM 08416 16 0 12 0 0 000 56 08:15 AM 04311 23 0 500000 46 08:30 AM 0709280 500000 49 08:45 AM 0110 6180 800000 43 Total 0 30 7 42 85 0 30 0 0 0 0 0 194

Grand Total 0541173 153 0 58 0 0 001350 Apprch % 0 83.1 16.9 32.3 67.7 0 100 0 0 00100 Total % 0 15.4 3.1 20.9 43.7 0 16.6 0 0 000.3 Cars 0 50 11 71 150 0 56 0 0 0 0 0 338 % Cars 0 92.6 100 97.3 98 0 96.6 0 0 00096.6 Trucks 0 4 0 2 3 0 2 0 0 0 0 1 12 % Trucks 07.402.7 2 0 3.4 0 0 00100 3.4

Park St Marion St Park St Marion St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 8 2108170 25 900 9000 0 44 08:00 AM 0841216 16 0 32 12 00 12 000 0 56 08:15 AM 043 711 23 0 34 500 5000 0 46 08:30 AM 070 79 28 0 37 500 5000 0 49 Total Volume 0 27 9 36 44 84 0 128 31 0 0 31 0 0 0 0 195 % App. Total 0 75 25 34.4 65.6 0 100 0 0 0 0 0 PHF .000 .844 .563 .750 .688 .750 .000 .865 .646 .000 .000 .646 .000 .000 .000 .000 .871 Cars 0269 3543 84 0 127 30 0 0 30 000 0192 % Cars 0 96.3 100 97.2 97.7 100 0 99.2 96.8 0 0 96.8 000 098.5 Trucks 010 1100 1100 1000 0 3 % Trucks 0 3.7 0 2.8 2.3 0 0 0.8 3.2 0 0 3.2 000 01.5 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820006 E/W Street : Marion Street Site Code : 86820006 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 2

Park St Out In Total 03535 011 0 36 36

9 26 0 0 1 0 9 27 0 Right Thru Left

Peak Hour Data Out Right 0 0 0 Total 2 127 127 011 0 128 0 0 0 0 Left North Marion St 0 Thru 0 0 0 Peak Hour Begins at 07:45 AM In 128 In 84 84 0 Thru Cars Marion St Left 0 0 0 Trucks 101 Total 44 43 1 124 124 123 0 123 Right Out

Left Thru Right 30 0 0 1 0 0 31 0 0

69 30 99 213 7131 102 Out In Total Park St

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:45 AM 07:15 AM 07:00 AM +0 mins. 0 9 098170 25 700 7000 0 +15 mins. 082 1016 16 0 32 900 9001 1 +30 mins. 0841211 23 0 34 900 9000 0 +45 mins. 043 79 28 0 37 12 00 12 000 0 Total Volume 0 29 9 38 44 84 0 128 37 0 0 37 0 0 1 1 % App. Total 0 76.3 23.7 34.4 65.6 0 100 0 0 0 0 100 PHF .000 .806 .563 .792 .688 .750 .000 .865 .771 .000 .000 .771 .000 .000 .250 .250 Cars 0279 3643 84 0 127 35 0 0 35 000 0 % Cars 0 93.1 100 94.7 97.7 100 0 99.2 94.6 0 0 94.6 000 0 Trucks 020 2100 1200 2001 1 % Trucks 0 6.9 0 5.3 2.3 0 0 0.8 5.4 0 0 5.4 00100100 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820006 E/W Street : Marion Street Site Code : 86820006 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 3

Park St In - Peak Hour: 07:30 AM 36 2 38

9 27 0 0 2 0 9 29 0 Right Thru Left

Peak Hour Data In - Peak Hour: 07:45 AM Right 0 0 0 0 0 0 Left North Marion St 0 1 1 Thru 0 0 0 Cars 128 127

Trucks 84 84 0 1 Thru Marion St Left 0 1 1 44 43 1 Right In - Peak Hour: 07:00 AM

Left Thru Right 35 0 0 2 0 0 37 0 0

35 2 37 In - Peak Hour: 07:15 AM Park St Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820006 E/W Street : Marion Street Site Code : 86820006 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 4

Groups Printed- Cars Park St Marion St Park St Marion St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 03111 14 0 300000 32 07:15 AM 0315150 600000 30 07:30 AM 0806190 900000 42 07:45 AM 0728170 800000 42 Total 0 21 4 30 65 0 26 0 0 0 0 0 146

08:00 AM 08415 16 0 12 0 0 000 55 08:15 AM 04311 23 0 500000 46 08:30 AM 0709280 500000 49 08:45 AM 0100 6180 800000 42 Total 0 29 7 41 85 0 30 0 0 0 0 0 192

Grand Total 0501171 150 0 56 0 0 000338 Apprch % 0821832.1 67.9 0 100 0 0 000 Total % 0 14.8 3.3 21 44.4 0 16.6 0 0 000

Park St Marion St Park St Marion St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 072 98170 25 800 8000 0 42 08:00 AM 0 84 1215 16 0 31 12 00 12 000 0 55 08:15 AM 043 711 23 0 34 500 5000 0 46 08:30 AM 070 79 28 0 37 500 5000 0 49 Total Volume 0 26 9 35 43 84 0 127 30 0 0 30 0 0 0 0 192 % App. Total 0 74.3 25.7 33.9 66.1 0 100 0 0 0 0 0 PHF .000 .813 .563 .729 .717 .750 .000 .858 .625 .000 .000 .625 .000 .000 .000 .000 .873 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820006 E/W Street : Marion Street Site Code : 86820006 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 5

Park St Out In Total 03535

9 26 0 Right Thru Left

Peak Hour Data Out Right 0 Total 2 127 127 0 0 Left North Marion St Thru 0 In In Peak Hour Begins at 07:45 AM 84 Thru Marion St Left 0 Cars Total 43 123 0 123 Right Out

Left Thru Right 30 0 0

69 30 99 Out In Total Park St

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:45 AM 07:15 AM 07:00 AM +0 mins. 0 8 088170 25 600 6000 0 +15 mins. 072 915 16 0 31 900 9000 0 +30 mins. 0841211 23 0 34 800 8000 0 +45 mins. 043 79 28 0 37 12 00 12 000 0 Total Volume 0 27 9 36 43 84 0 127 35 0 0 35 0 0 0 0 % App. Total 0 75 25 33.9 66.1 0 100 0 0 0 0 0 PHF .000 .844 .563 .750 .717 .750 .000 .858 .729 .000 .000 .729 .000 .000 .000 .000 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820006 E/W Street : Marion Street Site Code : 86820006 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 6

Park St In - Peak Hour: 07:30 AM 36

9 27 0 Right Thru Left

Peak Hour Data In - Peak Hour: 07:45 AM Right 0 0 Left North Marion St 0 Thru 0 127

Cars 84 Thru Marion St Left 0 43 Right In - Peak Hour: 07:00 AM

Left Thru Right 35 0 0

35 In - Peak Hour: 07:15 AM Park St Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820006 E/W Street : Marion Street Site Code : 86820006 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 7

Groups Printed- Trucks Park St Marion St Park St Marion St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 000010000000 1 07:15 AM 010020100001 5 07:30 AM 010100000000 2 07:45 AM 010000100000 2 Total 0 3 0 1 3 0 2 0 0 0 0 1 10

08:00 AM 000100000000 1 08:15 AM 000000000000 0 08:30 AM 000000000000 0 08:45 AM 010000000000 1 Total 0 1 0 1 0 0 0 0 0 0 0 0 2

Grand Total 040230200001 12 Apprch % 0 100 0 40 60 0 100 0 0 00100 Total % 0 33.3 0 16.7 25 0 16.7 0 0 008.3

Park St Marion St Park St Marion St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 000 0010 1000 0000 0 1 07:15 AM 0 1 0 1 0 2 0 2 1 00 1 00115 07:30 AM 010 11 00 1000 0000 0 2 07:45 AM 010 1000 0100 1000 0 2 Total Volume 0 3 0 3 1 3 0 4 2 0 0 2 0 0 1 1 10 % App. Total 0 100 0 25 75 0 100 0 0 0 0 100 PHF .000 .750 .000 .750 .250 .375 .000 .500 .500 .000 .000 .500 .000 .000 .250 .250 .500 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820006 E/W Street : Marion Street Site Code : 86820006 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 8

Park St Out In Total 033

0 3 0 Right Thru Left

Peak Hour Data Out Right 0 Total 044 0 Left North Marion St Thru 0 In In Peak Hour Begins at 07:00 AM 3 Thru Marion St Left 1 Trucks 516 Total 1 Right Out

Left Thru Right 2 0 0

527 Out In Total Park St

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 000 0010 1000 0000 0 +15 mins. 0 1 0 1 0 2 0 2 1 00 1 001 1 +30 mins. 010 11 00 1000 0000 0 +45 mins. 010 1000 0100 1000 0 Total Volume 0 3 0 3 1 3 0 4 2 0 0 2 0 0 1 1 % App. Total 0 100 0 25 75 0 100 0 0 0 0 100 PHF .000 .750 .000 .750 .250 .375 .000 .500 .500 .000 .000 .500 .000 .000 .250 .250 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820006 E/W Street : Marion Street Site Code : 86820006 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 9

Park St In - Peak Hour: 07:00 AM 3

0 3 0 Right Thru Left

Peak Hour Data In - Peak Hour: 07:00 AM Right 0 0 Left North Marion St 1 Thru 0 Trucks 3 4 Thru Marion St Left 1 1 Right In - Peak Hour: 07:00 AM

Left Thru Right 2 0 0

2 In - Peak Hour: 07:00 AM Park St Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820006 E/W Street : Marion Street Site Code : 86820006 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 10

Groups Printed- Bikes Peds Park St Marion St Park St Marion St From North From East From South From West Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Exclu. Total Inclu. Total Int. Total 07:00 AM 0000000300010002 606 07:15 AM 0002100600020005 15 1 16 07:30 AM 0005000500030004 17 0 17 07:45 AM 0001010700060009 23 1 24 Total 0 0 0 8 1 1 0 21 0 0 0 12 0 0 0 20 61 2 63

08:00 AM 0004010800000003 15 1 16 08:15 AM 00030101000010005 19 1 20 08:30 AM 0000000800020101 11 1 12 08:45 AM 0002000800150004 19 1 20 Total 0 0 0 9 0 2 0 34 0 0 1 8 0 1 0 13 64 4 68

Grand Total 00017130550012001033125 6 131 Apprch % 000 25 75 0 0 0 100 0 100 0 Total % 000 16.7 50 0 0016.7 016.70 95.4 4.6

Park St Marion St Park St Marion St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 000 00 1 0 1 000 0000 0 1 08:00 AM 000 0010 1000 0000 0 1 08:15 AM 000 0010 1000 0000 0 1 08:30 AM 000 0000 0000 00 1 0 1 1 Total Volume 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 1 4 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .750 .000 .750 .000 .000 .000 .000 .000 .250 .000 .250 1.00 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820006 E/W Street : Marion Street Site Code : 86820006 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 11

Park St Out In Total 000

0 0 0 Right Thru Left

Peak Hour Data Out Right 0 Total 134 0 Left North Marion St Thru 1 In In Peak Hour Begins at 07:45 AM 3 Thru Marion St Left 0 Bikes Peds 314 Total 0 Right Out

Left Thru Right 0 0 0

000 Out In Total Park St

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:15 AM 08:00 AM 07:45 AM +0 mins. 000 01 00 1 000 0000 0 +15 mins. 000 0000 0000 0000 0 +30 mins. 000 00 1 01000 0000 0 +45 mins. 000 0010 100110 1 0 1 Total Volume 0 0 0 0 1 2 0 3 0 0 1 1 0 1 0 1 % App. Total 0 0 0 33.3 66.7 0 0 0 100 0 100 0 PHF .000 .000 .000 .000 .250 .500 .000 .750 .000 .000 .250 .250 .000 .250 .000 .250 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820006 E/W Street : Marion Street Site Code : 86820006 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 12

Park St In - Peak Hour: 07:00 AM 0

0 0 0 Right Thru Left

Peak Hour Data In - Peak Hour: 07:15 AM Right 0 0 Left North Marion St 1 Thru 1 Bikes Peds 2 3 Thru Marion St Left 0 1 Right In - Peak Hour: 07:45 AM

Left Thru Right 0 0 1

1 In - Peak Hour: 08:00 AM Park St Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820006 E/W Street : Marion Street Site Code : 86820006 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 1

Groups Printed- Cars - Trucks Park St Marion St Park St Marion St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 04:00 PM 014421 28 0 900000 76 04:15 PM 010116 34 0 900000 70 04:30 PM 018319 39 1 11 0 0 000 91 04:45 PM 016126 22 0 18 0 0 000 83 Total 0 58 9 82 123 1 47 0 0 0 0 0 320

05:00 PM 019319 27 0 17 0 0 000 85 05:15 PM 013719 26 0 12 0 0 000 77 05:30 PM 018718 27 0 10 0 0 000 80 05:45 PM 016419 39 0 16 0 0 000 94 Total 0 66 21 75 119 0 55 0 0 0 0 0 336

Grand Total 0 124 30 157 242 1 102 0 0 000656 Apprch % 0 80.5 19.5 39.2 60.5 0.2 100 0 0 000 Total % 0 18.9 4.6 23.9 36.9 0.2 15.5 0 0 000 Cars 0 122 29 157 241 1 102 0 0 0 0 0 652 % Cars 0 98.4 96.7 100 99.6 100 100 0 0 00099.4 Trucks 0 2 1 0 1 0 0 0 0 0 0 0 4 % Trucks 01.63.3 00.40 000000 0.6

Park St Marion St Park St Marion St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0183 2119 39 1 59 11 0 0 11 000 0 91 04:45 PM 0161 1726 22 0 48 18 00 18 000 0 83 05:00 PM 0 19 3 22 19 27 0 46 17 0 0 17 000 0 85 05:15 PM 013 7 20 19 26 0 45 12 0 0 12 000 0 77 Total Volume 0 66 14 80 83 114 1 198 58 0 0 58 0 0 0 0 336 % App. Total 0 82.5 17.5 41.9 57.6 0.5 100 0 0 0 0 0 PHF .000 .868 .500 .909 .798 .731 .250 .839 .806 .000 .000 .806 .000 .000 .000 .000 .923 Cars 066148083 114 1 198 58 0 0 58 000 0336 % Cars 0 100 100 100 100 100 100 100 100 0 0 100 000 0100 Trucks 000 0000 0000 0000 0 0 % Trucks 000 0000 0000 0000 0 0 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820006 E/W Street : Marion Street Site Code : 86820006 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 2

Park St Out In Total 18081 000 1 80 81

14 66 0 0 0 0 14 66 0 Right Thru Left

Peak Hour Data Out Right 0 0 0 Total 9 198 198 000 0 198 0 1 0 1 Left North Marion St 0 Thru 0 0 0 Peak Hour Begins at 04:30 PM In 114 114 198 In 0 Thru Cars Marion St Left 0 0 0 Trucks 000 Total 83 83 0 186 186 186 0 186 Right Out

Left Thru Right 58 0 0 0 0 0 58 0 0

149 58 207 000 14958 207 Out In Total Park St

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 04:00 PM 04:30 PM 04:00 PM +0 mins. 0 19 32221 28 0 49 11 0 0 11 000 0 +15 mins. 013 7 20 16 34 0 50 18 00 18 000 0 +30 mins. 0187 25 19 39 1 59 17 0 0 17 000 0 +45 mins. 0164 2026 22 0 48 12 0 0 12 000 0 Total Volume 0 66 21 87 82 123 1 206 58 0 0 58 0 0 0 0 % App. Total 0 75.9 24.1 39.8 59.7 0.5 100 0 0 0 0 0 PHF .000 .868 .750 .870 .788 .788 .250 .873 .806 .000 .000 .806 .000 .000 .000 .000 Cars 066218782 122 1 205 58 0 0 58 000 0 % Cars 0 100 100 100 100 99.2 100 99.5 100 0 0 100 000 0 Trucks 000 0010 1000 0000 0 % Trucks 000 00 0.8 0 0.5 000 0000 0 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820006 E/W Street : Marion Street Site Code : 86820006 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 3

Park St In - Peak Hour: 05:00 PM 87 0 87

21 66 0 0 0 0 21 66 0 Right Thru Left

Peak Hour Data In - Peak Hour: 04:00 PM Right 0 0 0 1 0 1 Left North Marion St 0 0 0 Thru 0 0 0 Cars 123 122 206 Trucks 205 1 1 Thru Marion St Left 0 0 0 82 82 0 Right In - Peak Hour: 04:00 PM

Left Thru Right 58 0 0 0 0 0 58 0 0

58 0 58 In - Peak Hour: 04:30 PM Park St Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820006 E/W Street : Marion Street Site Code : 86820006 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 4

Groups Printed- Cars Park St Marion St Park St Marion St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 04:00 PM 014321 28 0 900000 75 04:15 PM 08116 33 0 900000 67 04:30 PM 018319 39 1 11 0 0 000 91 04:45 PM 016126 22 0 18 0 0 000 83 Total 0 56 8 82 122 1 47 0 0 0 0 0 316

05:00 PM 019319 27 0 17 0 0 000 85 05:15 PM 013719 26 0 12 0 0 000 77 05:30 PM 018718 27 0 10 0 0 000 80 05:45 PM 016419 39 0 16 0 0 000 94 Total 0 66 21 75 119 0 55 0 0 0 0 0 336

Grand Total 0 122 29 157 241 1 102 0 0 000652 Apprch % 0 80.8 19.2 39.3 60.4 0.3 100 0 0 000 Total % 0 18.7 4.4 24.1 37 0.2 15.6 0 0 000

Park St Marion St Park St Marion St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0183 2119 39 1 59 11 0 0 11 000 0 91 04:45 PM 0161 1726 22 0 48 18 00 18 000 0 83 05:00 PM 0 19 3 22 19 27 0 46 17 0 0 17 000 0 85 05:15 PM 013 7 20 19 26 0 45 12 0 0 12 000 0 77 Total Volume 0 66 14 80 83 114 1 198 58 0 0 58 0 0 0 0 336 % App. Total 0 82.5 17.5 41.9 57.6 0.5 100 0 0 0 0 0 PHF .000 .868 .500 .909 .798 .731 .250 .839 .806 .000 .000 .806 .000 .000 .000 .000 .923 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820006 E/W Street : Marion Street Site Code : 86820006 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 5

Park St Out In Total 18081

14 66 0 Right Thru Left

Peak Hour Data Out Right 0 Total 9 198 198 0 1 Left North Marion St Thru 0 In 114 In Peak Hour Begins at 04:30 PM Thru Marion St Left 0 Cars Total 83 186 0 186 Right Out

Left Thru Right 58 0 0

149 58 207 Out In Total Park St

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 04:00 PM 04:30 PM 04:00 PM +0 mins. 0 19 32221 28 0 49 11 0 0 11 000 0 +15 mins. 013 7 20 16 33 0 49 18 00 18 000 0 +30 mins. 0187 25 19 39 1 59 17 0 0 17 000 0 +45 mins. 0164 2026 22 0 48 12 0 0 12 000 0 Total Volume 0 66 21 87 82 122 1 205 58 0 0 58 0 0 0 0 % App. Total 0 75.9 24.1 40 59.5 0.5 100 0 0 0 0 0 PHF .000 .868 .750 .870 .788 .782 .250 .869 .806 .000 .000 .806 .000 .000 .000 .000 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820006 E/W Street : Marion Street Site Code : 86820006 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 6

Park St In - Peak Hour: 05:00 PM 87

21 66 0 Right Thru Left

Peak Hour Data In - Peak Hour: 04:00 PM Right 0 1 Left North Marion St 0 Thru 0 122 Cars 205 Thru Marion St Left 0 82 Right In - Peak Hour: 04:00 PM

Left Thru Right 58 0 0

58 In - Peak Hour: 04:30 PM Park St Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820006 E/W Street : Marion Street Site Code : 86820006 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 7

Groups Printed- Trucks Park St Marion St Park St Marion St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 04:00 PM 001000000000 1 04:15 PM 020010000000 3 04:30 PM 000000000000 0 04:45 PM 000000000000 0 Total 0 2 1 0 1 0 0 0 0 0 0 0 4

05:00 PM 000000000000 0 05:15 PM 000000000000 0 05:30 PM 000000000000 0 05:45 PM 000000000000 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 021010000000 4 Apprch % 0 66.7 33.3 0 100 0 000000 Total % 05025 0250 000000

Park St Marion St Park St Marion St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 001 1 000 0000 0000 0 1 04:15 PM 0 2 0 2 0 1 0 1 000 0000 0 3 04:30 PM 000 0000 0000 0000 0 0 04:45 PM 000 0000 0000 0000 0 0 Total Volume 0 2 1 3 0 1 0 1 0 0 0 0 0 0 0 0 4 % App. Total 0 66.7 33.3 0 100 0 0 0 0 0 0 0 PHF .000 .250 .250 .375 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .333 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820006 E/W Street : Marion Street Site Code : 86820006 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 8

Park St Out In Total 033

1 2 0 Right Thru Left

Peak Hour Data Out Right 0 Total 011 0 Left North Marion St Thru 0 In In Peak Hour Begins at 04:00 PM 1 Thru Marion St Left 0 Trucks 202 Total 0 Right Out

Left Thru Right 0 0 0

202 Out In Total Park St

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 001 1 000 0000 0000 0 +15 mins. 0 2 0 2 0 1 0 1 000 0000 0 +30 mins. 000 0000 0000 0000 0 +45 mins. 000 0000 0000 0000 0 Total Volume 0 2 1 3 0 1 0 1 0 0 0 0 0 0 0 0 % App. Total 0 66.7 33.3 0 100 0 0 0 0 0 0 0 PHF .000 .250 .250 .375 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820006 E/W Street : Marion Street Site Code : 86820006 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 9

Park St In - Peak Hour: 04:00 PM 3

1 2 0 Right Thru Left

Peak Hour Data In - Peak Hour: 04:00 PM Right 0 0 Left North Marion St 0 Thru 0 Trucks 1 1 Thru Marion St Left 0 0 Right In - Peak Hour: 04:00 PM

Left Thru Right 0 0 0

0 In - Peak Hour: 04:00 PM Park St Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820006 E/W Street : Marion Street Site Code : 86820006 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 10

Groups Printed- Bikes Peds Park St Marion St Park St Marion St From North From East From South From West Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Exclu. Total Inclu. Total Int. Total 04:00 PM 000502017010600010 38 3 41 04:15 PM 01020001300020009 26 1 27 04:30 PM 01051101012050008 28 6 34 04:45 PM 00040001310020004 23 1 24 Total 0 2 0 16 1 3 0 53 2 3 0 15 0 0 0 31 115 11 126

05:00 PM 0003120700010002 13 3 16 05:15 PM 00081001000020002 22 1 23 05:30 PM 00041101100010001 17 2 19 05:45 PM 0004010700020005 18 1 19 Total 0 0 0 19 3 4 0 35 0 0 0 6 0 0 0 10 70 7 77

Grand Total 02035470882302100041185 18 203 Apprch % 0 100 0 36.4 63.6 0 40 60 0 000 Total % 0 11.1 0 22.2 38.9 0 11.1 16.7 0 000 91.1 8.9

Park St Marion St Park St Marion St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 000 00 2 0 2 010 1000 0 3 04:15 PM 0 1 0 1 000 0000 0000 0 1 04:30 PM 010 11 10 2120 3 000 0 6 04:45 PM 000 0000 0100 1000 0 1 Total Volume 0 2 0 2 1 3 0 4 2 3 0 5 0 0 0 0 11 % App. Total 0 100 0 25 75 0 40 60 0 0 0 0 PHF .000 .500 .000 .500 .250 .375 .000 .500 .500 .375 .000 .417 .000 .000 .000 .000 .458 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820006 E/W Street : Marion Street Site Code : 86820006 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 11

Park St Out In Total 325

0 2 0 Right Thru Left

Peak Hour Data Out Right 0 Total 044 0 Left North Marion St Thru 0 In In Peak Hour Begins at 04:00 PM 3 Thru Marion St Left 0 Bikes Peds 505 Total 1 Right Out

Left Thru Right 2 3 0

358 Out In Total Park St

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 05:00 PM 04:00 PM 04:00 PM +0 mins. 000 0120 3 010 1000 0 +15 mins. 0 1 0 1 100 1000 0000 0 +30 mins. 010 1110 2120 3 000 0 +45 mins. 000 0010 1100 1000 0 Total Volume 0 2 0 2 3 4 0 7 2 3 0 5 0 0 0 0 % App. Total 0 100 0 42.9 57.1 0 40 60 0 0 0 0 PHF .000 .500 .000 .500 .750 .500 .000 .583 .500 .375 .000 .417 .000 .000 .000 .000 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820006 E/W Street : Marion Street Site Code : 86820006 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 12

Park St In - Peak Hour: 04:00 PM 2

0 2 0 Right Thru Left

Peak Hour Data In - Peak Hour: 05:00 PM Right 0 0 Left North Marion St 0 Thru 0 Bikes Peds 4 7 Thru Marion St Left 0 3 Right In - Peak Hour: 04:00 PM

Left Thru Right 2 3 0

5 In - Peak Hour: 04:00 PM Park St Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820007 E/W Street : Vernon Street Site Code : 86820007 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 1

Groups Printed- Cars - Trucks Park St Vernon St Park St Vernon St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 039048780000 39 07:15 AM 0710178190000 43 07:30 AM 071931610 5110 000 71 07:45 AM 09151165 3110 100 61 Total 0 26 53 5 43 31 16 39 0 1 0 0 214

08:00 AM 01313 1187 9180 000 79 08:15 AM 01010 1146 4110 000 56 08:30 AM 07111217 6120 000 65 08:45 AM 01115 1115 5120 000 60 Total 0 41 49 4 64 25 24 53 0 0 0 0 260

Grand Total 0 67 102 9 107 56 40 92 0 100474 Apprch % 0 39.6 60.4 5.2 62.2 32.6 30.3 69.7 0 100 0 0 Total % 0 14.1 21.5 1.9 22.6 11.8 8.4 19.4 0 0.2 0 0 Cars 0 66 98 9 106 54 36 90 0 1 0 0 460 % Cars 0 98.5 96.1 100 99.1 96.4 90 97.8 0 100 0 0 97 Trucks 0 1 4 0 1 2 4 2 0 0 0 0 14 % Trucks 01.53.9 00.93.6 10 2.2 0 000 3

Park St Vernon St Park St Vernon St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0719 26 3 16 10 29 5110 16 000 0 71 07:45 AM 0 9 15 24 1165 22 3110 14 1 00 1 61 08:00 AM 0 13 13 26 1 18 726918 0 27 000 0 79 08:15 AM 0101020 1146 21 4110 15 000 0 56 Total Volume 0 39 57 96 6 64 28 98 21 51 0 72 1 0 0 1 267 % App. Total 0 40.6 59.4 6.1 65.3 28.6 29.2 70.8 0 100 0 0 PHF .000 .750 .750 .923 .500 .889 .700 .845 .583 .708 .000 .667 .250 .000 .000 .250 .845 Cars 0395594 663289718 50 0 68 100 1260 % Cars 0 100 96.5 97.9 100 98.4 100 99.0 85.7 98.0 0 94.4 100 0 0 100 97.4 Trucks 002 2010 1310 4000 0 7 % Trucks 003.52.10 1.6 0 1.0 14.3 2.0 0 5.6 000 02.6 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820007 E/W Street : Vernon Street Site Code : 86820007 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 2

Park St Out In Total 79 94 173 123 80 96 176

55 39 0 2 0 0 57 39 0 Right Thru Left

Peak Hour Data Out Right 1 0 1 Total 011 09797 098 28 28 0 Left North Vernon St 1 Thru 0 0 0 Peak Hour Begins at 07:30 AM In In 64 63 98 1 Thru Cars Left Vernon St 0 0 0 Trucks 606 Total 6 0 6 142 143 136 1 137 Right Out

Left Thru Right 18 50 0 3 1 0 21 51 0

45 68 113 044 4572 117 Out In Total Park St

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 08:00 AM 07:00 AM +0 mins. 0719 26 3 16 10 29 918 0 27 000 0 +15 mins. 0 9 15 24 1165 22 4110 15 000 0 +30 mins. 0 13 13 26 1 18 7266120 18 000 0 +45 mins. 0101020 1146 21 5120 17 1 00 1 Total Volume 0 39 57 96 6 64 28 98 24 53 0 77 1 0 0 1 % App. Total 0 40.6 59.4 6.1 65.3 28.6 31.2 68.8 0 100 0 0 PHF .000 .750 .750 .923 .500 .889 .700 .845 .667 .736 .000 .713 .250 .000 .000 .250 Cars 0395594 663289723 53 0 76 100 1 % Cars 0 100 96.5 97.9 100 98.4 100 99 95.8 100 0 98.7 100 0 0 100 Trucks 002 2010 1100 1000 0 % Trucks 003.52.101.60 14.2 0 0 1.3 000 0 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820007 E/W Street : Vernon Street Site Code : 86820007 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 3

Park St In - Peak Hour: 07:30 AM 94 2 96

55 39 0 2 0 0 57 39 0 Right Thru Left

Peak Hour Data In - Peak Hour: 07:30 AM Right 1 0 1 28 28 0 Left North Vernon St 1 0 1 Thru 0 0 0 Cars 64 63 97 Trucks 98 1 1 Thru Left Vernon St 0 0 0 6 0 6 Right In - Peak Hour: 07:00 AM

Left Thru Right 23 53 0 1 0 0 24 53 0

76 1 77 In - Peak Hour: 08:00 AM Park St Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820007 E/W Street : Vernon Street Site Code : 86820007 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 4

Groups Printed- Cars Park St Vernon St Park St Vernon St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 039047780000 38 07:15 AM 069177080000 38 07:30 AM 071831510 4100 000 67 07:45 AM 09151165 2110 100 60 Total 0 25 51 5 42 29 13 37 0 1 0 0 203

08:00 AM 01312 1187 8180 000 77 08:15 AM 01010 1146 4110 000 56 08:30 AM 07111217 6120 000 65 08:45 AM 01114 1115 5120 000 59 Total 0 41 47 4 64 25 23 53 0 0 0 0 257

Grand Total 06698 9 106 54 36 90 0 100460 Apprch % 0 40.2 59.8 5.3 62.7 32 28.6 71.4 0 100 0 0 Total % 0 14.3 21.3 2 23 11.7 7.8 19.6 0 0.2 0 0

Park St Vernon St Park St Vernon St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0718 25 3 15 10 28 4100 14 000 0 67 07:45 AM 0 9 15 24 1165 22 2110 13 1 00 1 60 08:00 AM 0 13 12 25 1 18 726818 0 26 000 0 77 08:15 AM 0101020 1146 21 4110 15 000 0 56 Total Volume 0 39 55 94 6 63 28 97 18 50 0 68 1 0 0 1 260 % App. Total 0 41.5 58.5 6.2 64.9 28.9 26.5 73.5 0 100 0 0 PHF .000 .750 .764 .940 .500 .875 .700 .866 .563 .694 .000 .654 .250 .000 .000 .250 .844 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820007 E/W Street : Vernon Street Site Code : 86820007 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 5

Park St Out In Total 79 94 173

55 39 0 Right Thru Left

Peak Hour Data Out Right 1 Total 09797 28 Left North Vernon St Thru 0 In In Peak Hour Begins at 07:30 AM 63 Thru Left Vernon St 0 Cars Total 6 136 1 137 Right Out

Left Thru Right 18 50 0

45 68 113 Out In Total Park St

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:45 AM 08:00 AM 07:00 AM +0 mins. 0718 25 1 16 5 22 818 0 26 000 0 +15 mins. 0 9 15 24 118 7 26 4110 15 000 0 +30 mins. 0 13 12 25 1146 21 6120 18 000 0 +45 mins. 0101020 1 21 7 29 5120 17 1 00 1 Total Volume 0 39 55 94 4 69 25 98 23 53 0 76 1 0 0 1 % App. Total 0 41.5 58.5 4.1 70.4 25.5 30.3 69.7 0 100 0 0 PHF .000 .750 .764 .940 1.000 .821 .893 .845 .719 .736 .000 .731 .250 .000 .000 .250 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820007 E/W Street : Vernon Street Site Code : 86820007 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 6

Park St In - Peak Hour: 07:30 AM 94

55 39 0 Right Thru Left

Peak Hour Data In - Peak Hour: 07:45 AM Right 1 25 Left North Vernon St 1 Thru 0 69 Cars 98 Thru Left Vernon St 0 4 Right In - Peak Hour: 07:00 AM

Left Thru Right 23 53 0

76 In - Peak Hour: 08:00 AM Park St Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820007 E/W Street : Vernon Street Site Code : 86820007 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 7

Groups Printed- Trucks Park St Vernon St Park St Vernon St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 000001000000 1 07:15 AM 011001110000 5 07:30 AM 001010110000 4 07:45 AM 000000100000 1 Total 0 1 2 0 1 2 3 2 0 0 0 0 11

08:00 AM 001000100000 2 08:15 AM 000000000000 0 08:30 AM 000000000000 0 08:45 AM 001000000000 1 Total 0 0 2 0 0 0 1 0 0 0 0 0 3

Grand Total 014012420000 14 Apprch % 02080 0 33.3 66.7 66.7 33.3 0 000 Total % 0 7.1 28.6 0 7.1 14.3 28.6 14.3 0 000

Park St Vernon St Park St Vernon St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 11 20011110 2 000 0 5 07:30 AM 001 10 1 01110 2000 0 4 07:45 AM 000 0000 0100 1000 0 1 08:00 AM 001 1000 0100 1000 0 2 Total Volume 0 1 3 4 0 1 1 2 4 2 0 6 0 0 0 0 12 % App. Total 0 25 75 0 50 50 66.7 33.3 0 0 0 0 PHF .000 .250 .750 .500 .000 .250 .250 .500 1.00 .500 .000 .750 .000 .000 .000 .000 .600 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820007 E/W Street : Vernon Street Site Code : 86820007 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 8

Park St Out In Total 347

3 1 0 Right Thru Left

Peak Hour Data Out Right 0 Total 022 1 Left North Vernon St Thru 0 In In Peak Hour Begins at 07:15 AM 1 Thru Left Vernon St 0 Trucks 808 Total 0 Right Out

Left Thru Right 4 2 0

167 Out In Total Park St

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:00 AM 07:15 AM 07:00 AM +0 mins. 0 11 20011110 2 000 0 +15 mins. 001 1001 1110 2000 0 +30 mins. 000 00 1 01100 1000 0 +45 mins. 001 1000 0100 1000 0 Total Volume 0 1 3 4 0 1 2 3 4 2 0 6 0 0 0 0 % App. Total 0 25 75 0 33.3 66.7 66.7 33.3 0 0 0 0 PHF .000 .250 .750 .500 .000 .250 .500 .750 1.000 .500 .000 .750 .000 .000 .000 .000 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820007 E/W Street : Vernon Street Site Code : 86820007 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 9

Park St In - Peak Hour: 07:15 AM 4

3 1 0 Right Thru Left

Peak Hour Data In - Peak Hour: 07:00 AM Right 0 2 Left North Vernon St 0 Thru 0 Trucks 1 3 Thru Left Vernon St 0 0 Right In - Peak Hour: 07:00 AM

Left Thru Right 4 2 0

6 In - Peak Hour: 07:15 AM Park St Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820007 E/W Street : Vernon Street Site Code : 86820007 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 10

Groups Printed- Bikes Peds Park St Vernon St Park St Vernon St From North From East From South From West Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Exclu. Total Inclu. Total Int. Total 07:00 AM 0101001100010003 628 07:15 AM 0003000801000003 14 1 15 07:30 AM 0002000701000002 11 1 12 07:45 AM 00170101100030006 27 2 29 Total 0 1 1 13 0 1 1 27 0 2 0 4 0 0 0 14 58 6 64

08:00 AM 0113000600000007 16 2 18 08:15 AM 0020000500000007 12 2 14 08:30 AM 01020004000100012 19 1 20 08:45 AM 00120004000000014 20 1 21 Total 0 2 4 7 0 0 0 19 0 0 0 1 0 0 0 40 67 6 73

Grand Total 0352001146020500054125 12 137 Apprch % 0 37.5 62.5 05050 01000 000 Total % 0 25 41.7 08.38.3 0 16.7 0 000 91.2 8.8

Park St Vernon St Park St Vernon St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 000 0000 00 1 0 1 000 0 1 07:45 AM 001 10 1 0 1 000 0000 0 2 08:00 AM 0 1 1 2 000 0000 0000 0 2 08:15 AM 002 2 000 0000 0000 0 2 Total Volume 0 1 4 5 0 1 0 1 0 1 0 1 0 0 0 0 7 % App. Total 0 20 80 0 100 0 0 100 0 0 0 0 PHF .000 .250 .500 .625 .000 .250 .000 .250 .000 .250 .000 .250 .000 .000 .000 .000 .875 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820007 E/W Street : Vernon Street Site Code : 86820007 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 11

Park St Out In Total 156

4 1 0 Right Thru Left

Peak Hour Data Out Right 0 Total 011 0 Left North Vernon St Thru 0 In In Peak Hour Begins at 07:30 AM 1 Thru Left Vernon St 0 Bikes Peds 505 Total 0 Right Out

Left Thru Right 0 1 0

112 Out In Total Park St

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 001 10011000 0000 0 +15 mins. 0 1 1 2 000 00 1 0 1 000 0 +30 mins. 002 2 000 0010 1000 0 +45 mins. 010 10 1 01000 0000 0 Total Volume 0 2 4 6 0 1 1 2 0 2 0 2 0 0 0 0 % App. Total 0 33.3 66.7 0 50 50 0 100 0 0 0 0 PHF .000 .500 .500 .750 .000 .250 .250 .500 .000 .500 .000 .500 .000 .000 .000 .000 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820007 E/W Street : Vernon Street Site Code : 86820007 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 12

Park St In - Peak Hour: 07:45 AM 6

4 2 0 Right Thru Left

Peak Hour Data In - Peak Hour: 07:00 AM Right 0 1 Left North Vernon St 0 Thru 0 Bikes Peds 1 2 Thru Left Vernon St 0 0 Right In - Peak Hour: 07:00 AM

Left Thru Right 0 2 0

2 In - Peak Hour: 07:00 AM Park St Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820007 E/W Street : Vernon Street Site Code : 86820007 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 1

Groups Printed- Cars - Trucks Park St Vernon St Park St Vernon St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 04:00 PM 0972188 7250 010 77 04:15 PM 0109 01611 7180 000 71 04:30 PM 0971171211 24 0 000 81 04:45 PM 0184 2221111 28 0 000 96 Total 0 46 27 5 73 42 36 95 0 0 1 0 325

05:00 PM 0137 211811 29 0 000 81 05:15 PM 091111612 5240 000 78 05:30 PM 09111567290 000 68 05:45 PM 1148 18135310 000 81 Total 1 45 37 5 40 39 28 113 0 0 0 0 308

Grand Total 1916410 113 81 64 208 0 010633 Apprch % 0.6 58.3 41 4.9 55.4 39.7 23.5 76.5 0 01000 Total % 0.2 14.4 10.1 1.6 17.9 12.8 10.1 32.9 0 00.20 Cars 1 91 64 10 113 81 64 207 0 0 1 0 632 % Cars 100 100 100 100 100 100 100 99.5 0 01000 99.8 Trucks 0 0 0 0 0 0 0 1 0 0 0 0 1 % Trucks 00000000.50 000 0.2

Park St Vernon St Park St Vernon St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 097 1611712 30 11 24 0 35 000 0 81 04:45 PM 0 18 4 22 22211 35 11 28 0 39 000 0 96 05:00 PM 0137 20 2118 2111 29 0 40 000 0 81 05:15 PM 0911 20 1161229 5240 29 000 0 78 Total Volume 0 49 29 78 6 66 43 115 38 105 0 143 0 0 0 0 336 % App. Total 0 62.8 37.2 5.2 57.4 37.4 26.6 73.4 0 0 0 0 PHF .000 .681 .659 .886 .750 .750 .896 .821 .864 .905 .000 .894 .000 .000 .000 .000 .875 Cars 0492978 6 66 43 115 38 105 0 143 000 0336 % Cars 0 100 100 100 100 100 100 100 100 100 0 100 000 0100 Trucks 000 0000 0000 0000 0 0 % Trucks 000 0000 0000 0000 0 0 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820007 E/W Street : Vernon Street Site Code : 86820007 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 2

Park St Out In Total 148 78 226 000 148 78 226

29 49 0 0 0 0 29 49 0 Right Thru Left

Peak Hour Data Out Right 0 0 0 Total 1 115 115 000 0 115 0 43 43 0 Left North Vernon St 0 Thru 0 0 0 Peak Hour Begins at 04:30 PM In 115 In 66 66 0 Thru Cars Left Vernon St 0 0 0 Trucks 000 Total 6 0 6 133 133 133 0 133 Right Out

Left Thru Right 38 105 0 0 0 0 38 105 0

55 143 198 000 55143 198 Out In Total Park St

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 04:00 PM 04:45 PM 04:00 PM +0 mins. 0137 20 2 18 8 28 11 28 0 39 0 1 0 1 +15 mins. 0911 20 016112711 29 0 40 000 0 +30 mins. 0 9 11 20 11712 30 5240 29 000 0 +45 mins. 114 8 23 2 22 11 35 7290 36 000 0 Total Volume 1 45 37 83 5 73 42 120 34 110 0 144 0 1 0 1 % App. Total 1.2 54.2 44.6 4.2 60.8 35 23.6 76.4 0 0 100 0 PHF .250 .804 .841 .902 .625 .830 .875 .857 .773 .948 .000 .900 .000 .250 .000 .250 Cars 1453783 5 73 42 120 34 110 0 144 010 1 % Cars 100 100 100 100 100 100 100 100 100 100 0 100 0 100 0 100 Trucks 000 0000 0000 0000 0 % Trucks 000 0000 0000 0000 0 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820007 E/W Street : Vernon Street Site Code : 86820007 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 3

Park St In - Peak Hour: 05:00 PM 83 0 83

37 45 1 0 0 0 37 45 1 Right Thru Left

Peak Hour Data In - Peak Hour: 04:00 PM Right 0 0 0 42 42 0 Left North Vernon St 1 0 1 Thru 1 0 1 Cars 120 120

Trucks 73 73 0 0 Thru Left Vernon St 0 0 0 5 0 5 Right In - Peak Hour: 04:00 PM

Left Thru Right 34 110 0 0 0 0 34 110 0

144 0 144 In - Peak Hour: 04:45 PM Park St Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820007 E/W Street : Vernon Street Site Code : 86820007 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 4

Groups Printed- Cars Park St Vernon St Park St Vernon St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 04:00 PM 0972188 7250 010 77 04:15 PM 0109 01611 7170 000 70 04:30 PM 0971171211 24 0 000 81 04:45 PM 0184 2221111 28 0 000 96 Total 0 46 27 5 73 42 36 94 0 0 1 0 324

05:00 PM 0137 211811 29 0 000 81 05:15 PM 091111612 5240 000 78 05:30 PM 09111567290 000 68 05:45 PM 1148 18135310 000 81 Total 1 45 37 5 40 39 28 113 0 0 0 0 308

Grand Total 1916410 113 81 64 207 0 010632 Apprch % 0.6 58.3 41 4.9 55.4 39.7 23.6 76.4 0 01000 Total % 0.2 14.4 10.1 1.6 17.9 12.8 10.1 32.8 0 00.20

Park St Vernon St Park St Vernon St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 097 1611712 30 11 24 0 35 000 0 81 04:45 PM 0 18 4 22 22211 35 11 28 0 39 000 0 96 05:00 PM 0137 20 2118 2111 29 0 40 000 0 81 05:15 PM 0911 20 1161229 5240 29 000 0 78 Total Volume 0 49 29 78 6 66 43 115 38 105 0 143 0 0 0 0 336 % App. Total 0 62.8 37.2 5.2 57.4 37.4 26.6 73.4 0 0 0 0 PHF .000 .681 .659 .886 .750 .750 .896 .821 .864 .905 .000 .894 .000 .000 .000 .000 .875 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820007 E/W Street : Vernon Street Site Code : 86820007 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 5

Park St Out In Total 148 78 226

29 49 0 Right Thru Left

Peak Hour Data Out Right 0 Total 1 115 115 0 43 Left North Vernon St Thru 0 In In Peak Hour Begins at 04:30 PM 66 Thru Left Vernon St 0 Cars Total 6 133 0 133 Right Out

Left Thru Right 38 105 0

55 143 198 Out In Total Park St

N/S Street : Park Street File Name : 86820007 E/W Street : Vernon Street Site Code : 86820007 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 6

Park St In - Peak Hour: 05:00 PM 83

37 45 1 Right Thru Left

Peak Hour Data In - Peak Hour: 04:00 PM Right 0 42 Left North Vernon St 1 Thru 1 120

Cars 73 Thru Left Vernon St 0 5 Right In - Peak Hour: 04:00 PM

Left Thru Right 34 110 0

144 In - Peak Hour: 04:45 PM Park St Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820007 E/W Street : Vernon Street Site Code : 86820007 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 7

Groups Printed- Trucks Park St Vernon St Park St Vernon St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 04:00 PM 000000000000 0 04:15 PM 000000010000 1 04:30 PM 000000000000 0 04:45 PM 000000000000 0 Total 0 0 0 0 0 0 0 1 0 0 0 0 1

05:00 PM 000000000000 0 05:15 PM 000000000000 0 05:30 PM 000000000000 0 05:45 PM 000000000000 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 000000010000 1 Apprch % 00000001000 000 Total % 00000001000 000

Park St Vernon St Park St Vernon St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 000 0000 0000 0000 0 0 04:15 PM 000 0000 00 1 0 1 000 0 1 04:30 PM 000 0000 0000 0000 0 0 04:45 PM 000 0000 0000 0000 0 0 Total Volume 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 % App. Total 0 0 0 0 0 0 0 100 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .250 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820007 E/W Street : Vernon Street Site Code : 86820007 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 8

Park St Out In Total 101

0 0 0 Right Thru Left

Peak Hour Data Out Right 0 Total 000 0 Left North Vernon St Thru 0 In In Peak Hour Begins at 04:00 PM 0 Thru Left Vernon St 0 Trucks 000 Total 0 Right Out

Left Thru Right 0 1 0

011 Out In Total Park St

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 000 0000 0000 0000 0 +15 mins. 000 0000 00 1 0 1 000 0 +30 mins. 000 0000 0000 0000 0 +45 mins. 000 0000 0000 0000 0 Total Volume 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 % App. Total 0 0 0 0 0 0 0 100 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820007 E/W Street : Vernon Street Site Code : 86820007 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 9

Park St In - Peak Hour: 04:00 PM 0

0 0 0 Right Thru Left

Peak Hour Data In - Peak Hour: 04:00 PM Right 0 0 Left North Vernon St 0 Thru 0 Trucks 0 0 Thru Left Vernon St 0 0 Right In - Peak Hour: 04:00 PM

Left Thru Right 0 1 0

1 In - Peak Hour: 04:00 PM Park St Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820007 E/W Street : Vernon Street Site Code : 86820007 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 10

Groups Printed- Bikes Peds Park St Vernon St Park St Vernon St From North From East From South From West Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Exclu. Total Inclu. Total Int. Total 04:00 PM 02010008010000011 20 3 23 04:15 PM 01060006010101011 24 3 27 04:30 PM 03040005120000014 23 6 29 04:45 PM 0002000500010009 17 0 17 Total 0 6 0 13 0 0 0 24 1 4 0 2 0 1 0 45 84 12 96

05:00 PM 01050004110200010 21 3 24 05:15 PM 01060005010200010 23 2 25 05:30 PM 00020012010200013 19 2 21 05:45 PM 0104000301000007 14 2 16 Total 0 3 0 17 0 0 1 14 1 4 0 6 0 0 0 40 77 9 86

Grand Total 0903000138280801085161 21 182 Apprch % 0 100 0 0 0 100 20 80 0 0 100 0 Total % 0 42.9 0 004.8 9.5 38.1 0 04.80 88.5 11.5

Park St Vernon St Park St Vernon St From North From East From South From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 020 2000 0010 1000 0 3 04:15 PM 010 1000 0010 10 1 0 1 3 04:30 PM 0 3 0 3 000 0120 3 000 0 6 04:45 PM 000 0000 0000 0000 0 0 Total Volume 0 6 0 6 0 0 0 0 1 4 0 5 0 1 0 1 12 % App. Total 0 100 0 0 0 0 20 80 0 0 100 0 PHF .000 .500 .000 .500 .000 .000 .000 .000 .250 .500 .000 .417 .000 .250 .000 .250 .500 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820007 E/W Street : Vernon Street Site Code : 86820007 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 11

Park St Out In Total 4610

0 6 0 Right Thru Left

Peak Hour Data Out Right 0 Total 101 0 Left North Vernon St Thru 1 In In Peak Hour Begins at 04:00 PM 0 Thru Left Vernon St 0 Bikes Peds 112 Total 0 Right Out

Left Thru Right 1 4 0

6511 Out In Total Park St

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:45 PM 04:15 PM 04:00 PM +0 mins. 020 2000 0010 1000 0 +15 mins. 010 1000 0120 3 0 1 0 1 +30 mins. 0 3 0 3 000 0000 0000 0 +45 mins. 000 00011110 2000 0 Total Volume 0 6 0 6 0 0 1 1 2 4 0 6 0 1 0 1 % App. Total 0 100 0 0 0 100 33.3 66.7 0 0 100 0 PHF .000 .500 .000 .500 .000 .000 .250 .250 .500 .500 .000 .500 .000 .250 .000 .250 Accurate Counts 978-664-2565

N/S Street : Park Street File Name : 86820007 E/W Street : Vernon Street Site Code : 86820007 City/State : Brookline, MA Start Date : 1/13/2021 Weather : Clear Page No : 12

Park St In - Peak Hour: 04:00 PM 6

0 6 0 Right Thru Left

Peak Hour Data In - Peak Hour: 04:45 PM Right 0 1 Left North Vernon St 1 Thru 1 Bikes Peds 0 1 Thru Left Vernon St 0 0 Right In - Peak Hour: 04:00 PM

Left Thru Right 2 4 0

6 In - Peak Hour: 04:15 PM Park St SEASONAL ADJUSTMENT DATA

MassachusettsHighwayDepartment AET13:MonthlyHourlyVolumeforJanuary2019

LocationID: AET13 SeasonalFactorGroup: U1ͲBoston County: Suffolk DailyFactorGroup: FuncationlClass 1 AxleFactorGroup: U1ͲBoston Location: MASSACHUSETTSTURNPIKE GrowthFactorGroup:

0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 TOTAL QCStatus 1 3445 3610 2814 1694 1195 1403 1678 1679 2072 2947 4344 6062 6785 6953 6952 7091 6842 6206 5177 4589 3655 2764 2118 1516 93591 Accepted 2 1102 647 451 744 1603 4383 7959 10881 11331 7831 6859 6381 6560 6928 8674 9246 9968 10826 8955 6227 4164 3191 2861 2116 139888 Accepted 3 1074 710 452 649 1643 4430 8146 11178 11632 8968 7362 6979 7184 7606 8961 9561 9272 10711 9634 7004 4740 3681 3213 1888 146678 Accepted 4 1133 765 499 694 1522 4282 7713 10693 11457 8421 7423 7181 7634 8033 9571 9898 10235 11496 9833 7145 4955 4167 4106 3134 151990 Accepted 5 1928 1344 993 728 1170 2063 2624 3419 4311 5253 6161 7149 7344 7947 8335 8433 7973 7469 6862 5634 4624 3931 4229 3140 113064 Accepted 6 2079 1624 1208 677 1019 1605 2059 2533 3033 4806 6161 7099 7614 8126 8224 8258 8110 7351 6155 5267 4632 3359 2515 1837 105351 Accepted 7 1080 614 493 630 1660 4817 8294 11604 11870 9360 7289 6613 7052 7264 8886 9547 10063 10534 8988 6901 4523 3467 3051 1820 146420 Accepted 8 973 475 435 526 1476 4184 7981 11909 11867 9264 7568 6911 6959 7090 8751 9038 9867 10554 8777 6563 4899 4075 3235 1711 145088 Accepted 9 1013 553 447 556 1420 4056 7824 11724 11660 9476 7853 7339 7309 7606 9280 9692 10325 11386 9809 7386 5348 4772 3303 1950 152087 Accepted 10 1052 556 474 653 1476 4264 8283 12127 11945 9102 8007 7741 7739 8084 9719 9804 10505 11270 9045 7699 5771 4852 4263 2402 156833 Accepted 11 1407 907 588 615 1443 4095 7826 10722 11237 8307 7630 7476 7865 8473 9975 10169 10489 11157 10051 7971 5512 5184 4594 3437 157130 Accepted 12 2320 1561 1122 671 1004 2111 2613 3695 4731 5953 6922 7668 8311 8896 9075 9081 8616 8449 7693 6326 5128 4623 4563 3555 124687 Accepted 13 2444 1938 1313 724 818 1208 1710 2404 3224 4725 6242 7340 8768 7670 6862 6766 7507 7927 6792 5563 4780 4023 2732 2115 105595 Accepted 14 1409 812 481 583 1751 4773 8337 12303 11664 9319 7636 7002 6858 7375 8945 9196 10122 11504 9699 6590 4620 3857 3415 2037 150288 Accepted 15 984 545 373 554 1439 4456 8346 11851 12173 9720 7946 7365 7321 7619 9092 9969 10209 11592 9663 7129 5337 4292 2917 1753 152645 Accepted 16 845 462 385 501 1382 4305 8173 11923 11454 9011 8090 7650 7665 8180 9384 9741 10377 10860 9791 7951 5564 4606 3137 2607 154044 Accepted 17 1261 730 413 586 1509 4397 8357 11740 12171 9681 8279 7973 8037 8303 9625 10203 10764 10567 9942 8273 5945 5500 4623 2718 161597 Accepted 18 1534 953 710 760 1589 4155 7866 11323 11678 8716 7714 7769 8384 9154 10605 10634 10429 10504 9657 8210 6002 5553 5207 3776 162882 Accepted 19 2579 1743 1322 926 1263 2151 2767 3723 5071 6533 7624 8660 8819 9587 9999 9782 8867 7827 6314 4693 3493 3077 3215 2270 122305 Accepted 20

21 1397 875 623 529 1187 2524 3769 4785 5220 5047 5522 5800 6252 6529 7030 7450 7349 7391 6129 4797 4336 3662 2423 1632 102258 Accepted 22 1285 1054 944 1170 1759 4363 6554 8641 10164 9707 8393 7537 7380 7291 8583 9395 10059 10838 9396 7223 5307 4079 2979 1985 146086 Accepted 23 1277 981 656 773 1731 4299 7887 11955 11637 9237 8057 7679 7537 7912 9109 9824 10298 10829 9414 7045 5646 5004 3931 2090 154808 Accepted 24 1371 822 488 608 1509 4099 7974 11826 11567 9031 8166 7378 7504 7843 9154 9143 9476 10360 9460 7898 5632 5143 3795 2793 153040 Accepted 25 1726 1419 812 715 1518 4079 7044 11339 11370 9280 7883 7776 8254 8804 10123 10264 10628 10498 9283 8104 5949 5195 4865 3559 160487 Accepted 26 2395 1758 1435 835 1099 1964 2608 3747 5198 6187 7101 7987 8265 8929 8499 9637 9194 8985 8376 7361 5466 5063 5109 4783 131981 Accepted 27 2836 2203 1701 688 809 1111 1675 2287 3437 4665 6559 7310 8114 8545 8894 8661 8265 7925 6161 6070 4890 3837 2880 2110 111633 Accepted 28 1273 843 463 571 1695 4847 8436 11528 11879 9751 7417 6914 6935 7261 8764 9690 10269 11215 9626 6911 4872 3846 3149 1814 149969 Accepted 29 874 501 394 526 1422 4312 8284 12138 12098 9787 8220 7088 7214 7667 9013 9524 10241 11618 9391 6866 5083 4213 3379 1823 151676 Accepted 30 956 513 435 570 1345 3569 7460 11678 11649 9463 8272 7266 7323 7913 9474 10098 9822 11262 9548 6915 5593 4903 4175 2179 152381 Accepted 31 1212 726 443 613 1463 3960 7998 11478 11429 8917 8401 7752 7864 7939 9647 10022 10781 11087 9397 7829 6006 5320 4628 2800 157712 Accepted Jan.Average 140473 2019AADT 150719 SasonalAdjustment 1.073 COVID-19 ADJUSTMENT DATA

2017 Peak Period Traffic Volumes - North of Auburn Street - 78010001

1,735 = ܯܣ െ 9: 00 00 :7 ;2017 ,9 ݎ݋ݒܾ݁݉݁ܰ 1,914 = ܯܲ െ 6: 00 00 :4 ;2017 ,9 ݎ݋ݒܾ݁݉݁ܰ

ݐ݉݁݊ݐ (ܰ݋ݒ) = 0.999ݏݑ݆݀ܣ ݋݈݊ܽݏܽ݁ܵ ଵΨ ݋ݓݐ݄ ܴܽݐ݁ = ൗ௒௘௔௥ݎܩ

1,735 × 0.999 × (1.01ସ) = ૚, ૡ૙૝ 1,914 × 0.999 × (1.01ସ) = ૚, ૢૢ૙

2021 Peak Period Traffic Volumes – South of Vernon Street - 86820003

1,029 = ܯܣ ݕ 13, 2021; 7: 00 െ 9: 00ݎݑܽ݊ܽܬ 1,473 = ܯܲ ݕ 13, 2021; 4: 00 െ 6: 00ݎݑܽ݊ܽܬ

1.073 = (݊ܽܬ) ݐ݉݁݊ݐݏݑ݆݀ܣ ݋݈݊ܽݏܽ݁ܵ

1,029 × 1.073 = ૚, ૚૙૝ 1,473 × 1.073 = ૚, ૞ૡ૚

COVID Adjustment

1,804 ૚. ૟૜૝ = = ݃݊݅݊ݎ݋ܯ ݕܹܽ݀݇݁݁ 1,104 1,990 ݒ݁݊݅݊݃ = = ૚. ૛૞ૢܧ ݕܹܽ݀݇݁݁ 1,581 PUBLIC TRANSPORTATION SCHEDULES

Schedule Change Fares LOWELL LINE HAVERHILL LINE NEWBURYPORT/ ROCKPORT LINE Massachusetts Bay Transportation Authority OL OAK GROVE Lynn ++ Rapid Transit/Key Bus Routes Map West Woodlawn Medford 116 Rapid Transit Malden Center BL 111 WONDERLAND Rapid Bus + Rapid RL PER TRIP Local Bus Bus + Bus Wellington Revere Center Transit Transit ALEWIFE Chelsea 117 Effective December 20, 2020 Arlington SL3 Revere Heights 77 Assembly Beach Box District CharlieCard $1.70 $1.70 $2.40 $2.40 Davis Beachmont 77 Sullivan Sq Eastern Waltha Ave CharlieTicket $1.70 $1.70 $2.40 $4.10* Waverle Belmont Community CHELSEA Suffolk Downs Porter College Bellingham Sq FITCHBURG LINE Cash-on-Board $1.70 $3.40 $2.40 $4.10 116 Orient Heights 73 GL 117 SL3 Harvard Charlestown 71 73 LECHMERE Navy Yard Student/Youth** $0.85 $0.85 $1.10 $1.10 71 E

Wood Island Watertown C H Sq Science Park/West End E A R Union Sq L 1 E Airport Watertown (Allston) S Senior/TAP*** $0.85 $0.85 $1.10 $1.10 T Yard 57 66 North Station O 111 W Central N

WORCESTER LINE Harvard Ave Long

C, E Maverick Wharf SL1 UNLIMITED TRIP PASSES

Griggs St Packards Corner BOWDOIN (North) E Blue Line R

R Rental Kendall Y Allston St Babcock St BL Car Center 1-Day $12.75 $12.75 $12.75 $12.75 1 Haymarket Warren St C, E Newtonville Pleasant St Gov’t 66 Center Aquarium AIRPORT 7-Day $22.50 $22.50 $22.50 $22.50 Washington St St. Paul St Charles/ TERMINALS Boston Landing Long Sutherland Rd BU West MGH Wharf Logan Kent St C, D, E (South) Ferry Monthly $55.00 $55.00 $90.00 $90.00 Chiswick Rd BU Central Park St Concourse Terminal

State St SL1 & SL3 St. Paul St Logan Chestnut Hill BU East Rowes International Coolidge Corner Hawes St Wharf Airport South St Blandford St Copley B, C, D, E St. Mary’s St Hynes Convention Ctr Downtown BOSTON Summit Ave SL5 Crossing COLLEGE Brandon Hall 66 Kenmore

Fenway 39 SL5 South CourthouseWorldSilver Trade Line Ctr Way Green Line SL5 GL B Fairbanks St 1 SL5 Station Longwood Boylston* SL1, SL2 Washington Sq Arlington SL5 SL4 & SL3 Prudential Harbor St Chinatown Tide St Tappan St Brookline Village SL4 & FREE FARES: Children 11 and under ride free when accompanied by a Tufts HULL FERRY Brookline Hills Medical HINGHAM FERRY Dean Rd Lansdowne Symphony 39 DESIGN Center CENTER paying customer; Blind Access CharlieCard holders ride free and if Beaconsfield 66 SL4 SL2 Englewood Ave Northeastern (multiple stops) Reservoir Museum of Fine CLEVELAND Herald St using a guide, the guide rides free. Back Bay CIRCLE Chestnut Hill Longwood Medical Area 39 East Berkeley St Broadway GL C Newton Centre Brigham Circle Fenwood Rd Mass. Ave Union Park St Newton Highlands Mission Park 1 * Transfers Subway to Silver Line SL4 or SL5 pay $2.40 Eliot 66 Newton St Riverway Ruggles Andrew Orange Line 39 Worcester Sq ** Requires Student CharlieCard or Youth CharlieCard. Waban Back of the Hill Woodland Roxbury Crossing Mass. Ave HEATH ST 1 Newmarket RIVERSIDE 22 15 Lenox St JFK/UMass GL E 23 Student CharlieCards available to students through participating 28 Melnea Cass Blvd GL D Jackson 66 middle and high schools. Youth CharlieCards available through 39 Sq NUBIAN Stony Brook SL4 15 Uphams 23 Corner community partners across Greater Boston. Needham Heights SL5 28 22 Kane Sq Green St Grove Hall 23 Needham Center Four Corners/ Franklin Park Zoo Geneva Savin Hill Roslindale 22 Red Line *** Requires Senior/TAP CharlieCard, available to Medicare cardholders, Needham Junction Village FOREST HILLS Talbot Ave 23 NEEDHAM LINE Fields Corner North Quincy OL 22 seniors 65+ and persons with disabilities. Morton St Shawmut Hersey W. Roxbury Highland Bellevue Codman Wollaston 32 Blue Hill Ave Sq ASHMONT RL Quincy Center TRANSFERS 28 RL M Cedar Grove If paying with a CharlieTicket or CharlieCard, discounted transfers that are Hyde Park (Cleary Sq) FAIRMOUNT LINE Quincy Adams available are automatic — use the same ticket or card throughout your Fairmount GREENBUSH LINE 32 trip. If paying with cash onboard a vehicle, free transfers are only allowed Milton Butler Valley Rd Capen St BRAINTREE Silver Line between subway lines and inside paid platform areas at gated stations. Readville Central Ave (Wolcott Sq) MATTAPAN RL

PROVIDENCE/ MIDDLEBOROUGH/ KINGSTON/ Legend FRANKLIN LINE STOUGHTON LINE LAKEVILLE LINE PLYMOUTH LINE SCHEDULES SL1 SL3 Accessible station Free Logan Airport shuttle bus Customer Communications & Travel Info Schedules are available at the subway stations that a route serves. RL RED LINE SL SILVER LINE and branches SL2 SL4 COMMUTER RAIL 617-222-3200, 800-392-6100, SL5 All MBTA and Massport bus and ferry services are accessible TTY 617-222-5146, www.mbta.com M MATTAPAN LINE Amtrak service All schedulesavailable at: South Staion, Park Street and Airport. GL GREEN LINE and branches 000 KEY BUS ROUTE /ŶĨŽƌŵĂƟŽŶϲϭϳͲϮϮϮͲϯϮϬϬͻϭͲϴϬϬͲϯϵϮͲϲϭϬϬ Back Bay, North & South stations MBTA Transit Police: 911 OL ORANGE LINE Frequent service Rapid Transit transfer station B Terminates at Park St D Terminates at Gov’t Center TTY 617-222-1200 BL BLUE LINE C Terminates at N. Station E Terminates at Lechmere FERRY Commuter Rail transfer station *Boylston: Accessible for Silver Line only Elevator/escalator/lift updates: 800-392-6100 ;ddzͿϲϭϳͲϮϮϮͲϱϭϰϲͻǁǁǁ͘ŵďƚĂ͘ĐŽŵ For real-time subway and bus tracking, download the Transit app on any May 2019 v.33 Not to scale smartphone. Weekday Saturday Sunday Peak Service: Rapid Weekdays 7 AM - 9 AM, 4 PM - 6:30 PM Transit Line First Off Last First Arriving Last First Arriving Last Trip Peak Peak Trip Trip Every Trip Trip Every Trip Red Line Alewife 5:24 AM 9 12-16 12:23 AM 5:24 AM 12-16 12:20 AM 6:08AM 12-16 12:20 AM Green Line Notes: Braintree 5:08 AM mins mins 12:17 AM 5:09 AM mins 12:17 AM 5:56AM mins 12:17 AM New and ongoing infrastucture projects may result Alewife 5:16 AM 9 12-16 w 12:30 AM 5:16 AM 12-16 w 12:27 AM 6:00AM 12-16 w 12:27 AM in diversions on some branches at various times. Ashmont 5:16 AM mins mins w 12:30 AM 5:16 AM mins w 12:30 AM 6:00AM mins w 12:30 AM See GL service changes at mbta.com/GLwork

“M” Ashmont 5:17 AM 5 8-12 Day w 1:05 AM 5:15 AM 8-12 Day w 1:05 AM 6:03AM 8-12 Day w 1:05 AM View service alerts at mbta.com/alerts Mattapan 5:05 AM mins 26 Late 12:53 AM 5:05 AM 26 Early/Late 12:53 AM 5:51AM 26 Early/Late 12:55 AM * E trains start/end at North Station for Green Line Blue Line Extension work – shuttles provided between North Wonderland 5:13 AM 5 9-13 12:28 AM 5:25 AM 9-13 12:28 AM 5:58AM 9-13 12:28 AM Station and Lechmere. Orient Heights 5:14 AM mins mins 12:33 AM 5:13 AM mins 12:33 AM 6:03AM mins 12:33 AM More: mbta.com/GLEwork Bowdoin 5:30 AM w 1:00 AM 5:29 AM w 1:00 AM 6:21AM w 1:00 AM 7KH¿UVWWZR&WUDLQ$0QRUWKERXQGWULSVUXQ Orange Line through to Lechmere Station on weekdays. Oak Grove 5:16 AM 7 9-11 w 12:30 AM 5:16 AM 9-11 w 12:30 AM 6:00AM 9-11 w 12:30 AM 5:16 AM mins mins w 12:28 AM 5:16 AM mins w 12:28 AM 6:00AM mins w 12:28 AM 7KH¿UVW%DQGVHFRQG&WUDLQ$0QRUWKERXQG Forest Hills trips run through to Lechmere Station on weekends.

Green Line* 2 2 5:01 AM 6 7-10 12:10 AM 4:45 AM 7-8 12:09 AM 5:20AM 9 12:10 AM 3 - On weekdays the 12:27 AM trip (weekends the B Boston College 5:45 AM mins mins w 12:52 AM 5:41 AM mins w 12:52 AM 6:15AM mins w 12:52 AM 12:32 AM trip) from Heath St is the last connect- Park Street 1 2 2 ing train to other lines downtown. The 12:37AM C Cleveland Circle 4:57 AM 6-8 9-11 12:07 AM 4:50 AM 9-10 12:10 AM 5:30AM 10 12:10 AM 5:48 AM mins mins w 12:46 AM 5:30 AM mins w 12:46 AM 6:06AM mins w 12:46 AM and 12:47AM trips (weekends the 12:47AM trip) North Station from Heath St. runs in service to Lechmere with no D Riverside 4:56 AM 6-7 8-11 12:02 AM 4:55 AM 8-9 12:02 AM 5:25AM 11-12 12:05 AM guaranteed connections. Government Ctr. 5:45 AM mins mins w 12:49 AM 5:41 AM mins w 12:49 AM 6:12AM mins w 12:49 AM 4 - Early morning service from Lechmere to * E Lechmere 5:00 AM 4 6-7 8-10 12:35 AM 5:00 AM 10 12:34 AM 5:36AM 12 12:34 AM Riverside departs Lechmere at 5:00 AM. Heath Street 5:44 AM mins mins 12:47 AM 3 5:40 AM mins 12:47 AM 3 6:16AM mins 12:47 AM 3 f - After exiting Ted Williams Tunnel bus will only Silver Line VHUYLFH:RUOG7UDGH&HQWHUDQG6RXWK6WDWLRQ SL1 Logan Airport 5:38 AM 7-12 10-12 f 1:06 AM 5:48 AM 10-12 1:15 AM 5:50AM 10-12 f 1:12 AM stops. South Station 5:37 AM mins mins w 12:49 AM 5:45 AM mins w 12:59 AM 6:12AM mins w 1:00 AM w - Last trips wait at some stations, primarily in SL2 Design Center 6:18 AM 6 14-16 12:37 AM 6:03 AM 14-16 12:35 AM 6:51AM 14-16 12:51 AM the Downtown area, for connecting service. South Station 5:54 AM mins mins 12:51 AM 5:47 AM mins 12:45 AM 6:35AM mins 12:36 AM Departure times are approximate.

4:55 AM 6-11 8-13 f 1:05 AM 5:30 AM 8-13 1:22 AM 6:26AM 8-13 f 1:25 AM SL3 Chelsea Station 4:20 AM mins mins w 12:35 AM 4:56 AM mins w 12:55 AM 5:53AM mins w 12:55 AM South Station 5:20 AM 6-11 6-11 12:20 AM 5:23 AM 13-20 12:20 AM 6:02AM 13-20 12:20 AM SL4 Nubian Station 5:38 AM mins mins 12:37 AM 5:40 AM mins 12:40 AM 6:20AM mins 12:40 AM Winter 2021 Holidays South Station 12/25/20 & 1/1/21 Sun; 1/18/21 & 2/15/21: Sat SL5 Nubian Station 5:15 AM 11-14 13-20 12:51 AM 5:19 AM 6-11 12:43 AM 6:00AM 6-11 12:25 AM

Downtown Xing 5:32 AM mins mins w 1:07 AM 5:34 AM mins w 1:00 AM 6:16AM mins w 12:47 AM Route 66 ,ĂƌǀĂƌĚ^ƋƵĂƌĞͲEƵďŝĂŶ^ƚĂƟŽŶ n St. Hw y. 66 HARVARD CO 71 73 69 CO Effective December 20, 2020 68 Cambridge St. 1 Inman 86 Square 66 74 85 Green Line 1 LECHMERE Harvard Square- 68 7586 Broadway Windsor St. 69 77 Mass. 1 70 69 87 Nubian Station 71 78 Ave. Prospect St. CT2 72 86 47 83 80 88 SCIENCE 64 91 CENTRAL PARK/ 73 96 WEST END Serving Western Ave. • Brigham and Women’s Hospital Ave. N. Harvard St. KENDALL/MIT Western 70 River St. Green St. Red Line • Brigham Circle CT2 • Brookline Village CHARLES/MGH 66 64 47 • Coolidge Corner BOSTON • Union Square (Allston) LANDING Vassar St. B 90 Granite St. Charles River • Red Line Cambridge St. ARLINGT BABCOCK ST Brookline St. 8 Union PLEASANT ST 19 • Orange Line Square Brighton Ave. ST. PAUL ST BU.CENTRAL BLANDFORD ST 57 ON BU WEST 1 COPLEY • Green Line KENMORE BU EAST 60 HARVARD PACKARDS 65 Boylston St. AVE CORNER Green Line HYNES Harvard St. “B” Branch ST. MARYS ST

WARREN STALLSTONGRIGGS ST ST HAWES ST LANSDOWNE ST. PAUL STKENT ST BACK BBAY/AY/ PRUDENTIAL SOUTH END FENWAYFENWAY SUMMIT AVE 39 BRANDON HALL 10 WASHINGTONFAIRBANKS ST 66 55 SYMPHONY remont St. Green Line “C” Branch T SQUARE TAPPAN ST COOLIDGE LONGWOOD MASS. AVE CORNER h c Ave. NORTHEASTERN n

a H NEWTO r

B Huntington

D a MUSEUM OF ” 43 WORCESTER 65 r FINE ARTS D Green Line v “ “E” Branch a e LONGWOOD MASSAMASSACHUSETTSCHUSETTS rd n MEDICAL AREA RUGGLES Li BEACONSFIELD S BRIGHAM LENOX ST n Brigham and t CIRCLE . e Woman’s e Tremont St. Silver Line SL4 & SL5 r MISSION Hospital G PARK MELNEA CASS BLVD Malcolm BROOKLINE RIVERWAY BROOKLINE 1 19 42 66 X. Blvd. VILLAGE BACK OF NUBIAN SQUARE HILLS THE HILL 8 23 44 171 ROXBUROXBURYRY 60 14 28 45 CROSSING /ŶĨŽƌŵĂƟŽŶϲϭϳͲϮϮϮͲϯϮϬϬͻϭͲϴϬϬͲϯϵϮͲϲϭϬϬ Boylston St. HEATH 9 "E" Branch 15 41 47 ;ddzͿϲϭϳͲϮϮϮͲϱϭϰϲͻǁǁǁ͘ŵďƚĂ͘ĐŽŵ 66Inbound Weekday Outbound 66InboundSaturday Outbound 66 Inbound Sunday Outbound Leave Arrive Leave Arrive Leave Arrive Harvard/ Lv/Arrive Arrive Arrive Leave Arrive Arrive Harvard/ Harvard/ Arrive Arrive Leave Arrive Harvard/ Harvard/ Arrive Arrive Leave Arrive Harvard/ Dawes Union Brookline Nubian Nubian Brookline Union Dawes Dawes Union Nubian Nubian Union Dawes Dawes Union Nubian Nubian Union Dawes Island Square Village Station Station Village Square Island Island Square Station Station Square Island Island Square Station Station Square Island 5:00A 5:09A 5:18A 5:29A 4:45A 4:54A 5:05A 5:20A 4:40A 4:47A 5:06A 4:39A 4:54A 5:09A 6:25A 6:33A 6:55A 5:50A 6:09A 6:23A Every 10 mins until 4:58 5:07 5:18 5:33 5:00 5:07 5:26 4:57 5:12 5:27 Every 18 mins or less until 6:10 6:29 6:43 6:09 6:19 6:32 6:49 5:08 5:17 5:28 5:43 5:17 5:24 5:43 5:14 5:29 5:44 9:15 9:24 9:53 6:30 6:49 7:03 6:18 6:28 6:41 6:58 5:18 5:27 5:38 5:53 5:36 5:43 6:02 5:31 5:46 6:03 9:28 9:39 10:09 6:48 7:07 7:21 ..... s 6:28 6:38 6:53 Every 9 mins or less until 5:55 6:03 6:27 5:48 6:07 6:24 9:40 9:51 10:21 7:06 7:25 7:39 6:25 6:35 6:48 7:05 9:40 9:53 10:09 10:29 6:14 6:22 6:46 6:05 6:24 6:41 9:54 10:05 10:35 Every 17 mins or less until ..... s 6:39 6:50 7:05 9:52 10:05 10:21 10:41 6:32 6:40 7:04 6:22 6:41 6:58 10:08 10:19 10:49 11:30 12:00N 12:17P 6:32 6:42 6:55 7:12 10:04 10:17 10:33 10:53 6:49 6:57 7:21 6:39 6:58 7:15 10:22 10:33 11:03 11:44 12:14 12:31 Every 9 mins or less until 10:16 10:29 10:45 11:05 7:05 7:13 7:37 6:54 7:13 7:30 10:36 10:47 11:17 11:58 12:28 12:45 10:10 10:21 10:36 10:57 10:28 10:41 10:57 11:17 7:22 7:30 7:54 7:09 7:28 7:45 10:49 11:00 11:30 10:19 10:30 10:45 11:06 10:40 10:53 11:09 11:29 7:37 7:45 8:09 Every 12 mins or less until 11:02 11:13 11:43 12:12P 12:42 12:59 10:30 10:41 10:56 11:17 10:50 11:03 11:19 11:39 7:53 8:01 8:26 11:01 11:33 11:54 11:16 11:27 11:59 Every 15 mins or less until 10:41 10:52 11:07 11:28 11:00 11:13 11:29 11:49 8:05 8:13 8:42 11:10 11:42 12:03P 11:30 11:42 12:14P 4:21 4:51 5:10 10:52 11:03 11:18 11:39 11:09 11:22 11:38 11:58 8:17 8:27 8:56 11:21 11:53 12:14 11:45 11:57 12:30 4:37 5:07 5:26 11:03 11:14 11:29 11:50 11:18 11:31 11:47 12:07P 8:30 8:40 9:09 11:32 12:04P 12:25 4:52 5:22 5:41 11:14 11:25 11:40 12:01P 11:28 11:41 11:57 12:17 Every 12 mins or less until 11:44 12:16 12:37 12:00N 12:14P 12:47 5:08 5:38 5:57 11:25 11:36 11:51 12:12 11:38 11:51 12:07P 12:27 11:13 11:25 11:59 11:56 12:28 12:49 Every 15 mins or less until 5:23 5:52 6:10 11:37 11:48 12:02P 12:23 11:49 12:02P 12:18 12:39 11:23 11:35 12:10P 7:55 8:06 8:35 5:39 6:06 6:24 11:49 12:00N 12:16 12:37 11:34 11:46 12:21 12:08P 12:40 1:01 8:11 8:22 8:51 5:54 6:21 6:39 11:59 12:10 12:26 12:47 12:00N 12:13 12:29 12:50 11:44 11:56 12:33 12:20 12:52 1:13 8:27 8:38 9:07 6:10 6:37 6:55 12:11 12:24 12:42 1:03 11:54 12:08P 12:46 Every 12 mins until 8:43 8:54 9:21 6:25 6:52 7:10 12:09P 12:20 12:36 12:57 12:22 12:36 12:54 1:15 5:32 6:04 6:25 8:59 9:10 9:37 6:41 7:08 7:26 12:19 12:30 12:46 1:08 12:33 12:48 1:06 1:27 12:05P 12:20 12:58 5:45 6:17 6:37 9:15 9:26 9:53 6:56 7:22 7:40 12:29 12:40 12:56 1:20 12:44 12:59 1:17 1:38 12:16 12:31 1:09 5:59 6:31 6:51 9:31 9:42 10:09 7:12 7:36 7:54 12:39 12:50 1:07 1:31 12:55 1:10 1:28 1:49 Every 12 mins until 6:16 6:44 7:04 9:50 10:01 10:28 7:29 7:53 8:11 12:50 1:01 1:21 1:45 1:05 1:20 1:38 1:59 6:52 7:06 7:37 6:32 6:59 7:19 10:09 10:20 10:46 7:47 8:11 8:29 1:01 1:12 1:32 1:56 1:15 1:30 1:48 2:09 7:06 7:19 7:49 6:49 7:16 7:36 10:28 10:38 11:02 8:05 8:29 8:47 1:13 1:24 1:44 2:08 1:25 1:40 1:58 2:19 7:20 7:32 8:02 7:05 7:32 7:52 10:47 10:57 11:21 8:23 8:47 9:05 1:25 1:36 1:56 2:20 1:35 1:50 2:08 2:29 7:35 7:47 8:17 7:22 7:49 8:08 11:06 11:16 11:40 8:41 9:05 9:21 1:37 1:48 2:08 2:32 1:45 2:00 2:18 2:39 7:50 8:02 8:32 7:38 8:04 8:22 11:25 11:35 11:59 9:00 9:21 9:37 1:48 1:59 2:19 2:43 s 1:50 2:05 2:23 2:44 8:05 8:17 8:47 7:54 8:19 8:37 11:44 11:54 12:16A Every 20 mins until 1:59 2:10 2:30 2:54 2:00 2:15 2:33 2:54 8:20 8:32 9:02 8:10 8:34 8:52 12:03A 12:12A 12:33 12:00M 12:18A 12:32A 2:10 2:21 2:41 3:05 Every 10 mins or less until 8:35 8:47 9:16 8:25 8:49 9:07 12:22 12:31 12:52 12:20 12:38 12:52 2:20 2:31 2:51 3:16 7:05 7:16 7:31 7:53 8:50 9:02 9:29 8:40 9:04 9:22 12:41 12:50 1:11 12:40 12:58 1:12 ..... cs 2:35 2:55 3:17 7:17 7:28 7:43 8:04 9:05 9:16 9:43 8:55 9:19 9:37 w1:00 1:09 1:30 w1:00 1:18 1:32 ..... cs 2:38 2:58 3:20 7:29 7:40 7:55 8:14 9:20 9:31 9:58 9:10 9:34 9:52 2:30 2:41 3:01 3:26 7:41 7:52 8:06 8:24 9:35 9:46 10:13 9:26 9:50 10:07 All buses are accessible to persons with disabilities ..... cs 2:42 3:02 3:24 7:53 8:04 8:18 8:36 9:50 10:01 10:28 9:42 10:04 10:21 ..... cs 2:48 3:08 3:30 8:05 8:15 8:29 8:47 10:05 10:16 10:43 9:58 10:20 10:37 2:40 2:51 3:11 3:36 8:18 8:28 8:42 9:00 10:20 10:31 10:58 10:14 10:36 10:53 Bus + 2:50 3:01 3:21 3:46 8:31 8:41 8:55 9:13 10:35 10:46 11:13 10:30 10:52 11:09 Fare Local Bus Bus + Bus Subway ..... cs 3:08 3:28 3:50 8:43 8:53 9:07 9:25 10:50 11:01 11:28 10:46 11:08 11:25 Subway 3:00 3:12 3:32 3:57 8:55 9:05 9:19 9:37 11:05 11:16 11:43 11:02 11:24 11:39 Every 10 mins or less until 9:06 9:16 9:30 9:48 11:20 11:31 11:58 11:18 11:38 11:53 CharlieCard $1.70 $1.70 $2.40 $2.40 7:18 7:29 7:42 7:59 9:17 9:27 9:41 9:59 11:35 11:46 12:09A 11:34 11:53 12:08A CharlieTicket $1.70 $1.70 $2.40 $4.10* 7:29 7:40 7:53 8:10 9:29 9:39 9:53 10:11 11:50 12:00M 12:22 11:51 12:10A 12:25 7:40 7:51 8:04 8:21 9:41 9:51 10:05 10:23 12:05A 12:14 12:36 12:10A 12:29 12:44 Cash-on-Board $1.70 $3.40 $2.40 $4.10 7:52 8:03 8:16 8:33 9:54 10:04 10:18 10:36 12:21 12:30 12:52 12:30 12:49 1:04 8:03 8:14 8:27 8:44 10:08 10:18 10:32 10:50 12:40 12:49 1:11 12:50 1:09 1:24 Student/Youth** $0.85 $0.85 $1.10 $1.10 8:14 8:25 8:38 8:55 10:22 10:32 10:46 11:02 w 1:00 1:09 1:31 w 1:10 1:28 1:37 Senior/TAP*** $0.85 $0.85 $1.10 $1.10 8:25 8:36 8:49 9:06 10:36 10:46 10:57 11:13 8:36 8:47 9:00 9:17 10:50 10:58 11:09 11:25 b - To Brighton Center 8:47 8:58 9:09 9:26 11:05 11:13 11:24 11:40 c - Leaves from Cambridge Street at Warren Street FREE FARES: Children 11 and under ride free when accompanied by a paying customer; Blind Access CharlieCard holders ride free and if using a guide, the guide rides free. 8:58 9:09 9:20 9:37 11:20 11:28 11:39 11:55 s - Does NOT run during school vacation Every 15 mins or less until 11:35 11:43 11:54 12:10A * Transfers Subway to Silver Line SL4 or SL5 pay $2.40 w - Waits for last Red Line or Silver Line vehicle to arrive at station. ** Requires Student CharlieCard or Youth CharlieCard. Student CharlieCards available 11:45 11:54 12:03A 12:15A 11:50 11:58 12:09A 12:25 ƚŽƐƚƵĚĞŶƚƐƚŚƌŽƵŐŚƉĂƌƟĐŝƉĂƟŶŐŵŝĚĚůĞĂŶĚŚŝŐŚƐĐŚŽŽůƐ͘zŽƵƚŚŚĂƌůŝĞĂƌĚƐ 12:00M 12:09A 12:18 12:30 12:08A 12:16A 12:27 12:43 Winter 2021 Holidays available through community partners across Greater Boston. 12:20 12:29 12:38 12:50 12:26 12:34 12:45 1:01 *** Requires Senior/TAP CharlieCard, available to Medicare cardholders, seniors 65+, 12:40 12:49 12:58 1:10 12:44 12:52 1:03 1:19 12/25/20 & 1/1/21 Sun; 1/18/21 & 2/15/21: Sat ĂŶĚƉĞƌƐŽŶƐǁŝƚŚĚŝƐĂďŝůŝƟĞƐ͘ w 1:00 1:09 1:18 1:30 w1:02 1:10 1:21 1:37

VEHICLE TRAVEL SPEED DATA

Accurate Counts Page 1 978-664-2565 Location : Marion Street Location : West of Harvard Street City/State: Brookline, MA 8682SP01 WB Start 1 4 7 10 13 16 19 22 25 28 31 34 37 40 Time 3 6 9 12 15 18 21 24 27 30 33 36 39 999 Total 01/13/21000000130100005 01:00 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 02:00000000000000000 03:00 0 0 0 0 0 0 1 0 1 0 0 0 0 0 2 04:00000011101000004 05:00 2 0 0 1 1 1 4 2 1 0 0 0 0 0 12 06:00 2 0 1 0 2 4 15 10 4 0 0 0 0 0 38 07:00 2 0 0 1 8 15 35 30 9 1 0 0 0 0 101 08:00 1 0 2 1 14 24 51 29 5 2 1 0 0 0 130 09:00 1 1 1 4 9 41 42 22 5 1 0 0 0 0 127 10:00 0 0 6 10 20 28 38 23 2 2 0 0 0 0 129 11:00 1 0 7 12 26 41 49 21 7 0 0 0 0 0 164 12 PM139100411124000000171 13:00 71 1 3 1 7 26 47 17 4 1 0 0 0 0 178 14:00 7 0 2 5 22 40 60 22 9 2 0 0 0 0 169 15:00 7 0 3 8 19 37 50 34 9 1 0 0 0 0 168 16:00 3 0 4 6 17 45 90 34 12 1 1 0 0 0 213 17:00 6 2 3 5 17 43 77 36 13 1 1 0 0 0 204 18:00 2 0 3 8 14 29 66 50 6 1 0 0 0 0 179 19:00 2 1 0 1 8 25 45 27 6 2 0 0 0 0 117 20:001013612241522000066 21:00 2 0 0 0 0 12 17 12 6 1 0 0 0 0 50 22:001000054532000020 23:00 1 0 0 0 1 4 6 3 2 0 0 1 0 0 18 Total 251 6 36 66 196 444 736 399 107 21 3 1 0 0 2266

Daily 15th Percentile : 11 MPH 50th Percentile : 18 MPH 85th Percentile : 22 MPH 95th Percentile : 24 MPH

Mean Speed(Average) : 17 MPH 10 MPH Pace Speed : 15-24 MPH Number in Pace : 1644 Percent in Pace : 72.6% Number of Vehicles > 20 MPH : 776 Percent of Vehicles > 20 MPH : 34.3% Accurate Counts Page 2 978-664-2565 Location : Marion Street Location : West of Harvard Street City/State: Brookline, MA 8682SP01 WB Start 1 4 7 10 13 16 19 22 25 28 31 34 37 40 Time 3 6 9 12 15 18 21 24 27 30 33 36 39 999 Total 01/14/213000021610000013 01:00 0 0 0 0 0 1 2 1 1 0 0 0 0 0 5 02:00000001020000003 03:00 0 0 0 0 0 0 1 1 0 0 0 0 0 0 2 04:00300001000000004 05:00 1 0 1 1 0 3 5 6 1 0 0 0 0 0 18 06:00 3 0 1 0 0 8 12 15 3 1 0 0 0 0 43 07:00 0 0 0 0 7 20 32 29 4 1 0 0 0 0 93 08:00 2 0 0 2 11 33 47 35 11 4 1 0 0 0 146 09:00 1 0 0 3 12 27 47 36 5 1 0 0 0 0 132 10:00 3 0 4 7 13 48 47 16 5 2 0 0 0 0 145 11:00 6 2 1 5 22 29 48 19 6 0 0 0 0 0 138 12 PM 5 4 5 14 27 48 45 18 2 2 0 0 0 0 170 13:00 5 1 4 12 23 49 34 26 2 1 0 0 0 0 157 14:00 4 0 2 6 23 51 65 35 7 1 0 0 0 0 194 15:00 1 1 0 7 16 39 66 40 10 0 1 0 0 0 181 16:00 6 0 4 6 13 40 72 50 11 3 0 0 0 0 205 17:00 6 0 2 3 8 46 73 51 8 4 0 1 0 0 202 18:00 6 1 2 0 10 44 67 27 12 4 0 0 0 0 173 19:00 2 0 5 6 7 26 35 32 13 2 0 0 0 0 128 20:002023214232451000076 21:00 0 0 0 0 2 6 8 11 7 1 0 0 0 0 35 22:000001228630000022 23:00 0 0 0 0 0 2 7 6 2 0 0 0 0 0 17 Total 59 9 33 76 198 540 745 492 119 28 2 1 0 0 2302

Daily 15th Percentile : 14 MPH 50th Percentile : 18 MPH 85th Percentile : 22 MPH 95th Percentile : 24 MPH

Mean Speed(Average) : 19 MPH 10 MPH Pace Speed : 15-24 MPH Number in Pace : 1843 Percent in Pace : 80.1% Number of Vehicles > 20 MPH : 890 Percent of Vehicles > 20 MPH : 38.7%

Grand Total 310 15 69 142 394 984 1481 891 226 49 5 2 0 0 4568

Overall 15th Percentile : 13 MPH 50th Percentile : 18 MPH 85th Percentile : 22 MPH 95th Percentile : 24 MPH

Mean Speed(Average) : 18 MPH 10 MPH Pace Speed : 15-24 MPH Number in Pace : 3487 Percent in Pace : 76.3% Number of Vehicles > 20 MPH : 1667 Percent of Vehicles > 20 MPH : 36.5% MASSDOT CRASH RATE WORKSHEETS AND HIGH CRASH LOCATION MAPPING

INTERSECTION CRASH RATE WORKSHEET

CITY/TOWN : Brookline COUNT DATE : Jan-21

DISTRICT : 6 UNSIGNALIZED : X SIGNALIZED :

~ INTERSECTION DATA ~

MAJOR STREET : Harvard Street

MINOR STREET(S) : Marion Street

ј INTERSECTION North DIAGRAM (Label Approaches)

PEAK HOUR VOLUMES Total Peak APPROACH : 12345 Hourly Approach DIRECTION : NB SB Volume PEAK HOURLY 577 707 1,284 VOLUMES (PM) :

INTERSECTION ADT ( V ) = TOTAL DAILY " K " FACTOR : 0.090 14,267 APPROACH VOLUME : AVERAGE # OF # OF TOTAL # OF CRASHES : 1 5 CRASHES PER YEAR ( 0.20 YEARS : A ) :

( A * 1,000,000 ) CRASH RATE CALCULATION : RATE = 0.04 ( V * 365 )

Comments : Below Statewide and District Crash Rates Project Title & Date: Proposed Residential Community INTERSECTION CRASH RATE WORKSHEET

CITY/TOWN : Brookline COUNT DATE : Jan-21

DISTRICT : 6 UNSIGNALIZED : X SIGNALIZED :

~ INTERSECTION DATA ~

MAJOR STREET : Harvard Street

MINOR STREET(S) : Marion Street

ј INTERSECTION North DIAGRAM (Label Approaches)

PEAK HOUR VOLUMES Total Peak APPROACH : 12345 Hourly Approach DIRECTION : NB SB EB Volume PEAK HOURLY 578 494 5 1,077 VOLUMES (PM) :

INTERSECTION ADT ( V ) = TOTAL DAILY " K " FACTOR : 0.090 11,967 APPROACH VOLUME : AVERAGE # OF # OF TOTAL # OF CRASHES : 2 5 CRASHES PER YEAR ( 0.40 YEARS : A ) :

( A * 1,000,000 ) CRASH RATE CALCULATION : RATE = 0.09 ( V * 365 )

Comments : Below Statewide and District Crash Rates Project Title & Date: Proposed Residential Community INTERSECTION CRASH RATE WORKSHEET

CITY/TOWN : Brookline COUNT DATE : Jan-21

DISTRICT : 6 UNSIGNALIZED : X SIGNALIZED :

~ INTERSECTION DATA ~

MAJOR STREET : Harvard Street

MINOR STREET(S) : Marion Street

ј INTERSECTION North DIAGRAM (Label Approaches)

PEAK HOUR VOLUMES Total Peak APPROACH : 12345 Hourly Approach DIRECTION : NB SB EB Volume PEAK HOURLY 471 492 203 1,166 VOLUMES (PM) :

INTERSECTION ADT ( V ) = TOTAL DAILY " K " FACTOR : 0.090 12,956 APPROACH VOLUME : AVERAGE # OF # OF TOTAL # OF CRASHES : 3 5 CRASHES PER YEAR ( 0.60 YEARS : A ) :

( A * 1,000,000 ) CRASH RATE CALCULATION : RATE = 0.13 ( V * 365 )

Comments : Below Statewide and District Crash Rates Project Title & Date: Proposed Residential Community INTERSECTION CRASH RATE WORKSHEET

CITY/TOWN : Brookline COUNT DATE : Jan-21

DISTRICT : 6 UNSIGNALIZED : X SIGNALIZED :

~ INTERSECTION DATA ~

MAJOR STREET : Harvard Street

MINOR STREET(S) : Marion Street

ј INTERSECTION North DIAGRAM (Label Approaches)

PEAK HOUR VOLUMES Total Peak APPROACH : 12345 Hourly Approach DIRECTION : NB SB WB Volume PEAK HOURLY 11296 298 VOLUMES (PM) :

INTERSECTION ADT ( V ) = TOTAL DAILY " K " FACTOR : 0.090 3,311 APPROACH VOLUME : AVERAGE # OF # OF TOTAL # OF CRASHES : 1 5 CRASHES PER YEAR ( 0.20 YEARS : A ) :

( A * 1,000,000 ) CRASH RATE CALCULATION : RATE = 0.17 ( V * 365 )

Comments : Below Statewide and District Crash Rates Project Title & Date: Proposed Residential Community INTERSECTION CRASH RATE WORKSHEET

CITY/TOWN : Brookline COUNT DATE : Jan-21

DISTRICT : 6 UNSIGNALIZED : X SIGNALIZED :

~ INTERSECTION DATA ~

MAJOR STREET : Harvard Street

MINOR STREET(S) : Marion Street

ј INTERSECTION North DIAGRAM (Label Approaches)

PEAK HOUR VOLUMES Total Peak APPROACH : 12345 Hourly Approach DIRECTION : NB SB WB Volume PEAK HOURLY 78 108 285 471 VOLUMES (PM) :

INTERSECTION ADT ( V ) = TOTAL DAILY " K " FACTOR : 0.090 5,233 APPROACH VOLUME : AVERAGE # OF # OF TOTAL # OF CRASHES : 1 5 CRASHES PER YEAR ( 0.20 YEARS : A ) :

( A * 1,000,000 ) CRASH RATE CALCULATION : RATE = 0.10 ( V * 365 )

Comments : Below Statewide and District Crash Rates Project Title & Date: Proposed Residential Community INTERSECTION CRASH RATE WORKSHEET

CITY/TOWN : Brookline COUNT DATE : Jan-21

DISTRICT : 6 UNSIGNALIZED : X SIGNALIZED :

~ INTERSECTION DATA ~

MAJOR STREET : Harvard Street

MINOR STREET(S) : Marion Street

ј INTERSECTION North DIAGRAM (Label Approaches)

PEAK HOUR VOLUMES Total Peak APPROACH : 12345 Hourly Approach DIRECTION : NB SB EB Volume PEAK HOURLY 109 209 155 473 VOLUMES (PM) :

INTERSECTION ADT ( V ) = TOTAL DAILY " K " FACTOR : 0.090 5,256 APPROACH VOLUME : AVERAGE # OF # OF TOTAL # OF CRASHES : 3 5 CRASHES PER YEAR ( 0.60 YEARS : A ) :

( A * 1,000,000 ) CRASH RATE CALCULATION : RATE = 0.31 ( V * 365 )

Comments : Below Statewide and District Crash Rates Project Title & Date: Proposed Residential Community 0DVV'277RS&UDVK/RFDWLRQV

30 PL +6,33HGHVWULDQ&OXVWHU +6,3&OXVWHU NP +6,3%LF\FOH&OXVWHUV 0DVV*,6 0DVV'27 0DVV*,6_ GENERAL BACKGROUND TRAFFIC GROWTH

Proposed Residential Community, Brookline, MA

General Background Traffic Growth - Daily Traffic Volumes

Annual CITY/TOWN ROUTE/STREET LOCATION 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 Growth Rate Boston Jamaicaway North of Perkins Street 35,001 35,600 37,973 41,604 34,708 36,617 37,020 37,501 37,914 38,445 38,599 0.74% Boston Park Drive South of Route 2 18,553 21,700 22,525 23,373 17,908 18,893 19,101 22,071 22,314 22,626 22,717 1.36% Boston Longwood Avenue at the Brookline Town Line 17,278 14,200 15,187 15,806 14,760 15,218 15,568 16,970 17,258 17,310 17,241 1.15% Brookline Brookline Avenue North of Route 9 16,524 16,573 20,264 21,455 21,380 19,063 19,273 19,524 16,903 17,140 17,209 -0.12% 0.78%

S:\Jobs\8682\Volume Adjustments\Growth

2/9/2021 BACKGROUND DEVELOPMENT TRAFFIC-VOLUME NETWORKS

Transportation Impact Assessment - Colonel Eugene B. Floyd Apartments - Brookline, Massachusetts

SITE

Note: Imbalances exist due to numerous curb cuts and side streets that are not shown. R:\8682\8682NT1.dwg, Fig A-1, 2/17/2021 8:55:30 AM Transportation Impact Assessment - Colonel Eugene B. Floyd Apartments - Brookline, Massachusetts

SITE

Note: Imbalances exist due to numerous curb cuts and side streets that are not shown. R:\8682\8682NT1.dwg, Fig A-2, 2/17/2021 8:55:45 AM Transportation Impact Assessment - Colonel Eugene B. Floyd Apartments - Brookline, Massachusetts

SITE

Note: Imbalances exist due to numerous curb cuts and side streets that are not shown. R:\8682\8682NT1.dwg, Fig A-3, 2/17/2021 8:56:12 AM Transportation Impact Assessment - Colonel Eugene B. Floyd Apartments - Brookline, Massachusetts

SITE

Note: Imbalances exist due to numerous curb cuts and side streets that are not shown. R:\8682\8682NT1.dwg, Fig A-4, 2/17/2021 8:56:37 AM Transportation Impact Assessment - Colonel Eugene B. Floyd Apartments - Brookline, Massachusetts

SITE

Note: Imbalances exist due to numerous curb cuts and side streets that are not shown. R:\8682\8682NT1.dwg, Fig A-5, 2/17/2021 8:57:08 AM Transportation Impact Assessment - Colonel Eugene B. Floyd Apartments - Brookline, Massachusetts

SITE

Note: Imbalances exist due to numerous curb cuts and side streets that are not shown. R:\8682\8682NT1.dwg, Fig A-6, 2/17/2021 8:58:50 AM Transportation Impact Assessment - Colonel Eugene B. Floyd Apartments - Brookline, Massachusetts

SITE

Note: Imbalances exist due to numerous curb cuts and side streets that are not shown. R:\8682\8682NT1.dwg, Fig A-7, 2/17/2021 8:58:11 AM Transportation Impact Assessment - Colonel Eugene B. Floyd Apartments - Brookline, Massachusetts

SITE

Note: Imbalances exist due to numerous curb cuts and side streets that are not shown. R:\8682\8682NT1.dwg, Fig A-8, 2/17/2021 8:59:16 AM TRIP-GENERATION CALCULATIONS

Senior Adult Housing - Attached (252)

Vehicle Trip Ends vs: Dwelling Units On a: Weekday

Setting/Location: General Urban/Suburban Number of Studies: 6 Avg. Num. of Dwelling Units: 81 Directional Distribution: 50% entering, 50% exiting

Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 3.70 2.59 - 4.79 0.53

Data Plot and Equation

1,200 T = 3.70 x (139) T = 514.30 [Enter/257 Exit 257] 514 ڠ T 1,000

800

600 T = Trip Ends T = Trip 533 514

400

200

0 139 0 50 100 150 200 250 300 X = Number of Dwelling Units

Study Site Fitted Curve Average Rate

Fitted Curve Equation: T = 4.02(X) - 25.37 R²= 0.99

Trip Gen Manual, 10th Ed + Supplement Institute of Transportation Engineers Senior Adult Housing - Attached (252)

Vehicle Trip Ends vs: Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location: General Urban/Suburban Number of Studies: 11 Avg. Num. of Dwelling Units: 148 Directional Distribution: 35% entering, 65% exiting

Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.20 0.06 - 0.27 0.05

Data Plot and Equation

T = 0.20 x (139)

200 T = 27.80 [Enter/18 Exit 10] 28 ڠ T

150 T = Trip Ends T = Trip 100

28 28

0 139 0 200 400 600 X = Number of Dwelling Units

Study Site Fitted Curve Average Rate

Fitted Curve Equation: T = 0.20(X) - 0.18 R²= 0.98

Trip Gen Manual, 10th Ed + Supplement Institute of Transportation Engineers Senior Adult Housing - Attached (252)

Vehicle Trip Ends vs: Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 11 Avg. Num. of Dwelling Units: 148 Directional Distribution: 55% entering, 45% exiting

Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.26 0.08 - 0.43 0.08

Data Plot and Equation

T = 0.26 x (139)

200 T = 36.14 [Enter/16 Exit 20] 36 ڠ T

150 T = Trip Ends T = Trip 100

50 36 36

0 139 0 200 400 600 X = Number of Dwelling Units

Study Site Fitted Curve Average Rate

Fitted Curve Equation: T = 0.24(X) + 2.26 R²= 0.96

Trip Gen Manual, 10th Ed + Supplement Institute of Transportation Engineers JOURNEY TO WORK TRIP DISTRIBUTION Proposed Residential Community Col. Floyd Brookline, MA

Marion Street/ Harvard Street Harvard Street Vernon Street Park Street Park Street Residence Workplace Number (North) (South) (West) (North) (South) Brookline town Boston city 15,596 50% 7798 50% 7798 0 0 0 Brookline town Brookline town 5,844 40% 2338 15% 877 30% 1753 0 15% 877 Brookline town Cambridge city 2,252 100% 2252 0 0 0 0 Brookline town Newton city 1,091 0 20% 218 20% 218 0 60% 655 Brookline town Waltham city 609 50% 305 0 50% 305 0 0 Brookline town Wellesley town 342 0 50% 171 0 0 50% 171 Brookline town Watertown Town city 325 50% 163 0 50% 163 0 0 Brookline town Malden city 290 100% 290 0 0 0 0 Brookline town Burlington town 273 100% 273 0 0 0 0 Brookline town Needham town 266 0 50% 133 0 0 50% 133 Brookline town Framingham town 250 0 50% 125 0 0 50% 125 Brookline town Natick town 239 0 50% 120 0 0 50% 120 Brookline town Canton town 195 0 50% 98 0 0 50% 98 Brookline town Lexington town 185 50% 93 0 50% 93 0 0 Brookline town Quincy city 181 20% 36 40% 72 0 0 40% 72 Brookline town Weston town 167 50% 84 25% 42 0 0 25% 42 Brookline town Braintree Town city 129 50% 65 25% 32 0 0 25% 32 Brookline town Marlborough city 125 75% 94 15% 19 0 0 10% 13 Brookline town Medford city 115 100% 115 0 0 0 0 Brookline town Somerville city 113 100% 113 0 0 0 0 Brookline town Weymouth Town city 112 0 100% 112 0 0 0 Brookline town Milton town 110 50% 55 50% 55 0 0 0 Brookline town Woburn city 108 100% 108 0 0 0 0 Brookline town Wilmington town 102 100% 102 0 0 0 0 Brookline town Brockton city 96 0 50% 48 0 0 50% 48 Brookline town Norwood town 92 0 50% 46 0 0 50% 46 Brookline town Westwood town 91 0 50% 46 0 0 50% 46 Brookline town Concord town 82 50% 41 25% 21 0 0 25% 21 Brookline town Hingham town 78 0 100% 78 0 0 0 Brookline town Walpole town 69 0 50% 35 0 0 50% 35 Brookline town Winthrop Town city 69 100% 69 0 0 0 0 Brookline town Westborough town 68 20% 14 40% 27 0 0 40% 27 Brookline town Southborough town 66 50% 33 25% 17 0 0 25% 17 Brookline town Providence city 60 0 50% 30 0 0 50% 30 Brookline town Danvers town 56 100% 56 0 0 0 0 Brookline town Arlington town 55 100% 55 0 0 0 0 29,901 14,549 10,217 2,531 0 2,604 48.7% 34.2% 8.5% 0.0% 8.7% SAY 45% 35% 10% 0% 10%

2/18/2021 S:\Jobs\8682\Trip Generation-Distribution\Journey-to Work RES COMMUTING CHARACTERISTICS BY SEX

Note: This is a modi¦ed view of the original table produced by the U.S. Census Bureau. This download or printed version may have missing information from the original table.

Census Tract 4008, Norfolk County, Massachusetts

Total

Label Estimate

 Workers 16 years and over 2,637

 MEANS OF TRANSPORTATION TO WORK

 Car, truck, or van 27.4%

Drove alone 25.9%

 Carpooled 1.5%

In 2-person carpool 1.1%

In 3-person carpool 0.4%

In 4-or-more person carpool 0.0%

Workers per car, truck, or van 1.03

Public transportation (excluding taxicab) 29.5%

Walked 29.5%

Bicycle 6.8%

Taxicab, motorcycle, or other means 3.9%

Worked from home 2.8%

 PLACE OF WORK

 Worked in state of residence 99.1%

Worked in county of residence 20.6%

Worked outside county of residence 78.5%

Worked outside state of residence 0.9%

 Living in a place 100.0%

Worked in place of residence 12.8%

Worked outside place of residence 87.2%

Not living in a place 0.0%

 Living in 12 selected states 100.0%

Worked in minor civil division of residence 12.8%

Worked outside minor civil division of residence 87.2%

Not living in 12 selected states 0.0%

 Workers 16 years and over who did not work from home 2,563

 TIME OF DEPARTURE TO GO TO WORK CAPACITY ANALYSIS WORKSHEETS

Harvard Street at Marion Street Harvard Street at Foster Street Harvard Street at Vernon Street Marion Street at Foster Street Extension Marion Street at Marion Terrace Park Street at Marion Street Park Street at Vernon Street Harvard Street at Marion Street 2021 Existing Weekday Morning Peak Hour 1: Harvard Street & Marion Street

Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 68 608 431 158 Future Vol, veh/h 0 0 68 608 431 158 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 25 25 94 94 84 84 Heavy Vehicles, % 0 00450 Mvmt Flow 0 0 72 647 513 188

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1398 607 701 0 - 0 Stage 1 607 ----- Stage 2 791 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 15.4----- Critical Hdwy Stg 25.4----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 157 500 905 - - - Stage 1 548 ----- Stage 2 450 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 138 500 905 - - - Mov Cap-2 Maneuver 138 ----- Stage 1 480 ----- Stage 2 450 -----

Approach EB NB SB HCM Control Delay, s 0 0.9 0 HCM LOS A

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 905 ---- HCM Lane V/C Ratio 0.08 ---- HCM Control Delay (s) 9.3 0 0 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.3 ----

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\21AMEX.syn 2021 Existing Weekday Evening Peak Hour 1: Harvard Street & Marion Street

Intersection Int Delay, s/veh 0.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 83 494 494 213 Future Vol, veh/h 0 0 83 494 494 213 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 25 25 96 96 92 92 Heavy Vehicles, % 0 00221 Mvmt Flow 0 0 86 515 537 232

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1340 653 769 0 - 0 Stage 1 653 ----- Stage 2 687 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 15.4----- Critical Hdwy Stg 25.4----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 170 471 854 - - - Stage 1 522 ----- Stage 2 503 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 146 471 854 - - - Mov Cap-2 Maneuver 146 ----- Stage 1 448 ----- Stage 2 503 -----

Approach EB NB SB HCM Control Delay, s 0 1.4 0 HCM LOS A

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 854 ---- HCM Lane V/C Ratio 0.101 ---- HCM Control Delay (s) 9.7 0 0 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.3 ----

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\21PMEX.syn 2028 No Build Weekday Morning Peak Hour 1: Harvard Street & Marion Street

Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 73 673 497 170 Future Vol, veh/h 0 0 73 673 497 170 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 25 25 94 94 84 84 Heavy Vehicles, % 0 00450 Mvmt Flow 0 0 78 716 592 202

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1565 693 794 0 - 0 Stage 1 693 ----- Stage 2 872 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 15.4----- Critical Hdwy Stg 25.4----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 124 447 836 - - - Stage 1 500 ----- Stage 2 412 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 105 447 836 - - - Mov Cap-2 Maneuver 105 ----- Stage 1 423 ----- Stage 2 412 -----

Approach EB NB SB HCM Control Delay, s 0 1 0 HCM LOS A

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 836 ---- HCM Lane V/C Ratio 0.093 ---- HCM Control Delay (s) 9.7 0 0 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.3 ----

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28AMNB.syn 2028 No Build Weekday Evening Peak Hour 1: Harvard Street & Marion Street

Intersection Int Delay, s/veh 0.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 89 570 560 229 Future Vol, veh/h 0 0 89 570 560 229 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 25 25 96 96 92 92 Heavy Vehicles, % 0 00221 Mvmt Flow 0 0 93 594 609 249

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1514 734 858 0 - 0 Stage 1 734 ----- Stage 2 780 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 15.4----- Critical Hdwy Stg 25.4----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 133 423 791 - - - Stage 1 478 ----- Stage 2 455 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 110 423 791 - - - Mov Cap-2 Maneuver 110 ----- Stage 1 394 ----- Stage 2 455 -----

Approach EB NB SB HCM Control Delay, s 0 1.4 0 HCM LOS A

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 791 ---- HCM Lane V/C Ratio 0.117 ---- HCM Control Delay (s) 10.2 0 0 - - HCM Lane LOS B A A - - HCM 95th %tile Q(veh) 0.4 ----

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28PMNB.syn 2028 Build Weekday Morning Peak Hour 1: Harvard Street & Marion Street

Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 73 678 497 173 Future Vol, veh/h 0 0 73 678 497 173 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 25 25 94 94 84 84 Heavy Vehicles, % 0 00450 Mvmt Flow 0 0 78 721 592 206

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1572 695 798 0 - 0 Stage 1 695 ----- Stage 2 877 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 15.4----- Critical Hdwy Stg 25.4----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 123 446 833 - - - Stage 1 499 ----- Stage 2 410 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 104 446 833 - - - Mov Cap-2 Maneuver 104 ----- Stage 1 421 ----- Stage 2 410 -----

Approach EB NB SB HCM Control Delay, s 0 0.9 0 HCM LOS A

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 833 ---- HCM Lane V/C Ratio 0.093 ---- HCM Control Delay (s) 9.8 0 0 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.3 ----

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28AMBU.syn 2028 Build Weekday Evening Peak Hour 1: Harvard Street & Marion Street

Intersection Int Delay, s/veh 0.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 89 574 560 236 Future Vol, veh/h 0 0 89 574 560 236 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 25 25 96 96 92 92 Heavy Vehicles, % 0 00221 Mvmt Flow 0 0 93 598 609 257

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1522 738 866 0 - 0 Stage 1 738 ----- Stage 2 784 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 15.4----- Critical Hdwy Stg 25.4----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 132 421 786 - - - Stage 1 476 ----- Stage 2 453 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 109 421 786 - - - Mov Cap-2 Maneuver 109 ----- Stage 1 392 ----- Stage 2 453 -----

Approach EB NB SB HCM Control Delay, s 0 1.4 0 HCM LOS A

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 786 ---- HCM Lane V/C Ratio 0.118 ---- HCM Control Delay (s) 10.2 0 0 - - HCM Lane LOS B A A - - HCM 95th %tile Q(veh) 0.4 ----

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28PMBU.syn Harvard Street at Foster Street 2021 Existing Weekday Morning Peak Hour 2: Harvard Street & Foster Street

Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 4 4 7 672 426 5 Future Vol, veh/h 4 4 7 672 426 5 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 25 25 98 98 90 90 Heavy Vehicles, % 0 00350 Mvmt Flow 16 16 7 686 473 6

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1176 476 479 0 - 0 Stage 1 476 ----- Stage 2 700 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 15.4----- Critical Hdwy Stg 25.4----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 213 593 1094 - - - Stage 1 629 ----- Stage 2 496 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 211 593 1094 - - - Mov Cap-2 Maneuver 211 ----- Stage 1 623 ----- Stage 2 496 -----

Approach EB NB SB HCM Control Delay, s 17.9 0.1 0 HCM LOS C

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1094 - 311 - - HCM Lane V/C Ratio 0.007 - 0.103 - - HCM Control Delay (s) 8.3 0 17.9 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.3 - -

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\21AMEX.syn 2021 Existing Weekday Evening Peak Hour 2: Harvard Street & Foster Street

Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 4 1 5 573 491 3 Future Vol, veh/h 4 1 5 573 491 3 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 50 50 96 96 89 89 Heavy Vehicles, % 0 00220 Mvmt Flow 8 2 5 597 552 3

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1161 554 555 0 - 0 Stage 1 554 ----- Stage 2 607 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 15.4----- Critical Hdwy Stg 25.4----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 218 536 1026 - - - Stage 1 580 ----- Stage 2 548 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 216 536 1026 - - - Mov Cap-2 Maneuver 216 ----- Stage 1 576 ----- Stage 2 548 -----

Approach EB NB SB HCM Control Delay, s 20.3 0.1 0 HCM LOS C

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1026 - 245 - - HCM Lane V/C Ratio 0.005 - 0.041 - - HCM Control Delay (s) 8.5 0 20.3 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.1 - -

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\21PMEX.syn 2028 No Build Weekday Morning Peak Hour 2: Harvard Street & Foster Street

Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 4 4 8 742 492 5 Future Vol, veh/h 4 4 8 742 492 5 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 25 25 98 98 90 90 Heavy Vehicles, % 0 00350 Mvmt Flow 16 16 8 757 547 6

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1323 550 553 0 - 0 Stage 1 550 ----- Stage 2 773 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 15.4----- Critical Hdwy Stg 25.4----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 174 539 1027 - - - Stage 1 582 ----- Stage 2 459 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 172 539 1027 - - - Mov Cap-2 Maneuver 172 ----- Stage 1 574 ----- Stage 2 459 -----

Approach EB NB SB HCM Control Delay, s 20.7 0.1 0 HCM LOS C

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1027 - 261 - - HCM Lane V/C Ratio 0.008 - 0.123 - - HCM Control Delay (s) 8.5 0 20.7 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.4 - -

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28AMNB.syn 2028 No Build Weekday Evening Peak Hour 2: Harvard Street & Foster Street

Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 4 1 5 655 557 3 Future Vol, veh/h 4 1 5 655 557 3 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 50 50 96 96 89 89 Heavy Vehicles, % 0 00220 Mvmt Flow 8 2 5 682 626 3

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1320 628 629 0 - 0 Stage 1 628 ----- Stage 2 692 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 15.4----- Critical Hdwy Stg 25.4----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 175 487 963 - - - Stage 1 536 ----- Stage 2 500 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 174 487 963 - - - Mov Cap-2 Maneuver 174 ----- Stage 1 532 ----- Stage 2 500 -----

Approach EB NB SB HCM Control Delay, s 23.9 0.1 0 HCM LOS C

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 963 - 200 - - HCM Lane V/C Ratio 0.005 - 0.05 - - HCM Control Delay (s) 8.8 0 23.9 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.2 - -

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28PMNB.syn 2028 Build Weekday Morning Peak Hour 2: Harvard Street & Foster Street

Intersection Int Delay, s/veh 1.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 9 8 11 742 492 5 Future Vol, veh/h 9 8 11 742 492 5 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 25 25 98 98 90 90 Heavy Vehicles, % 0 00350 Mvmt Flow 36 32 11 757 547 6

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1329 550 553 0 - 0 Stage 1 550 ----- Stage 2 779 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 15.4----- Critical Hdwy Stg 25.4----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 173 539 1027 - - - Stage 1 582 ----- Stage 2 456 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 170 539 1027 - - - Mov Cap-2 Maneuver 170 ----- Stage 1 572 ----- Stage 2 456 -----

Approach EB NB SB HCM Control Delay, s 24.6 0.1 0 HCM LOS C

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1027 - 251 - - HCM Lane V/C Ratio 0.011 - 0.271 - - HCM Control Delay (s) 8.5 0 24.6 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 1.1 - -

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28AMBU.syn 2028 Build Weekday Evening Peak Hour 2: Harvard Street & Foster Street

Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 8 5 11 655 557 3 Future Vol, veh/h 8 5 11 655 557 3 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 50 50 96 96 89 89 Heavy Vehicles, % 0 00220 Mvmt Flow 16 10 11 682 626 3

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1332 628 629 0 - 0 Stage 1 628 ----- Stage 2 704 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 15.4----- Critical Hdwy Stg 25.4----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 172 487 963 - - - Stage 1 536 ----- Stage 2 494 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 169 487 963 - - - Mov Cap-2 Maneuver 169 ----- Stage 1 526 ----- Stage 2 494 -----

Approach EB NB SB HCM Control Delay, s 23 0.1 0 HCM LOS C

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 963 - 226 - - HCM Lane V/C Ratio 0.012 - 0.115 - - HCM Control Delay (s) 8.8 0 23 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.4 - -

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28PMBU.syn Harvard Street at Vernon Street 2021 Existing Weekday Morning Peak Hour 3: Harvard Street & Vernon Street

Intersection Int Delay, s/veh 16.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 135 109 0 544 430 0 Future Vol, veh/h 135 109 0 544 430 0 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 77 77 96 96 88 88 Heavy Vehicles, % 0 30450 Mvmt Flow 175 142 0 567 489 0

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1056 489 - 0 - 0 Stage 1 489 ----- Stage 2 567 ----- Critical Hdwy6.46.23---- Critical Hdwy Stg 15.4----- Critical Hdwy Stg 25.4----- Follow-up Hdwy 3.5 3.327 ---- Pot Cap-1 Maneuver 252 577 0 - - 0 Stage 1 621 - 0 - - 0 Stage 2 572 - 0 - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver 252 577 ---- Mov Cap-2 Maneuver 252 ----- Stage 1 621 ----- Stage 2 572 -----

Approach EB NB SB HCM Control Delay, s 70.8 0 0 HCM LOS F

Minor Lane/Major Mvmt NBT EBLn1 SBT Capacity (veh/h) - 337 - HCM Lane V/C Ratio - 0.94 - HCM Control Delay (s) - 70.8 - HCM Lane LOS - F - HCM 95th %tile Q(veh) - 9.7 -

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\21AMEX.syn 2021 Existing Weekday Evening Peak Hour 3: Harvard Street & Vernon Street

Intersection Int Delay, s/veh 7.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 107 96 0 471 492 0 Future Vol, veh/h 107 96 0 471 492 0 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 94 94 86 86 Heavy Vehicles, % 1 00220 Mvmt Flow 126 113 0 501 572 0

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1073 572 - 0 - 0 Stage 1 572 ----- Stage 2 501 ----- Critical Hdwy6.416.2---- Critical Hdwy Stg 15.41----- Critical Hdwy Stg 25.41----- Follow-up Hdwy 3.509 3.3 ---- Pot Cap-1 Maneuver 245 523 0 - - 0 Stage 1 567 - 0 - - 0 Stage 2 611 - 0 - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver 245 523 ---- Mov Cap-2 Maneuver 245 ----- Stage 1 567 ----- Stage 2 611 -----

Approach EB NB SB HCM Control Delay, s 40.8 0 0 HCM LOS E

Minor Lane/Major Mvmt NBT EBLn1 SBT Capacity (veh/h) - 327 - HCM Lane V/C Ratio - 0.73 - HCM Control Delay (s) - 40.8 - HCM Lane LOS - E - HCM 95th %tile Q(veh) - 5.4 -

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\21PMEX.syn 2028 No Build Weekday Morning Peak Hour 3: Harvard Street & Vernon Street

Intersection Int Delay, s/veh 34.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 145 117 0 605 496 0 Future Vol, veh/h 145 117 0 605 496 0 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 77 77 96 96 88 88 Heavy Vehicles, % 0 30450 Mvmt Flow 188 152 0 630 564 0

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1194 564 - 0 - 0 Stage 1 564 ----- Stage 2 630 ----- Critical Hdwy6.46.23---- Critical Hdwy Stg 15.4----- Critical Hdwy Stg 25.4----- Follow-up Hdwy 3.5 3.327 ---- Pot Cap-1 Maneuver 208 523 0 - - 0 Stage 1 573 - 0 - - 0 Stage 2 535 - 0 - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver 208 523 ---- Mov Cap-2 Maneuver 208 ----- Stage 1 573 ----- Stage 2 535 -----

Approach EB NB SB HCM Control Delay, s 154.5 0 0 HCM LOS F

Minor Lane/Major Mvmt NBT EBLn1 SBT Capacity (veh/h) - 285 - HCM Lane V/C Ratio - 1.194 - HCM Control Delay (s) - 154.5 - HCM Lane LOS - F - HCM 95th %tile Q(veh) - 15.3 -

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28AMNB.syn 2028 No Build Weekday Evening Peak Hour 3: Harvard Street & Vernon Street

Intersection Int Delay, s/veh 14.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 115 103 0 545 558 0 Future Vol, veh/h 115 103 0 545 558 0 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 94 94 86 86 Heavy Vehicles, % 1 00220 Mvmt Flow 135 121 0 580 649 0

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1229 649 - 0 - 0 Stage 1 649 ----- Stage 2 580 ----- Critical Hdwy6.416.2---- Critical Hdwy Stg 15.41----- Critical Hdwy Stg 25.41----- Follow-up Hdwy 3.509 3.3 ---- Pot Cap-1 Maneuver 197 473 0 - - 0 Stage 1 522 - 0 - - 0 Stage 2 562 - 0 - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver 197 473 ---- Mov Cap-2 Maneuver 197 ----- Stage 1 522 ----- Stage 2 562 -----

Approach EB NB SB HCM Control Delay, s 81.4 0 0 HCM LOS F

Minor Lane/Major Mvmt NBT EBLn1 SBT Capacity (veh/h) - 272 - HCM Lane V/C Ratio - 0.943 - HCM Control Delay (s) - 81.4 - HCM Lane LOS - F - HCM 95th %tile Q(veh) - 8.9 -

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28PMNB.syn 2028 Build Weekday Morning Peak Hour 3: Harvard Street & Vernon Street

Intersection Int Delay, s/veh 35.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 145 117 0 608 500 0 Future Vol, veh/h 145 117 0 608 500 0 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 77 77 96 96 88 88 Heavy Vehicles, % 0 30450 Mvmt Flow 188 152 0 633 568 0

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1201 568 - 0 - 0 Stage 1 568 ----- Stage 2 633 ----- Critical Hdwy6.46.23---- Critical Hdwy Stg 15.4----- Critical Hdwy Stg 25.4----- Follow-up Hdwy 3.5 3.327 ---- Pot Cap-1 Maneuver 206 520 0 - - 0 Stage 1 571 - 0 - - 0 Stage 2 533 - 0 - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver 206 520 ---- Mov Cap-2 Maneuver 206 ----- Stage 1 571 ----- Stage 2 533 -----

Approach EB NB SB HCM Control Delay, s 159.6 0 0 HCM LOS F

Minor Lane/Major Mvmt NBT EBLn1 SBT Capacity (veh/h) - 282 - HCM Lane V/C Ratio - 1.207 - HCM Control Delay (s) - 159.6 - HCM Lane LOS - F - HCM 95th %tile Q(veh) - 15.5 -

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28AMBU.syn 2028 Build Weekday Evening Peak Hour 3: Harvard Street & Vernon Street

Intersection Int Delay, s/veh 14.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 115 103 0 551 562 0 Future Vol, veh/h 115 103 0 551 562 0 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 94 94 86 86 Heavy Vehicles, % 1 00220 Mvmt Flow 135 121 0 586 653 0

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1239 653 - 0 - 0 Stage 1 653 ----- Stage 2 586 ----- Critical Hdwy6.416.2---- Critical Hdwy Stg 15.41----- Critical Hdwy Stg 25.41----- Follow-up Hdwy 3.509 3.3 ---- Pot Cap-1 Maneuver 195 471 0 - - 0 Stage 1 520 - 0 - - 0 Stage 2 558 - 0 - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver 195 471 ---- Mov Cap-2 Maneuver 195 ----- Stage 1 520 ----- Stage 2 558 -----

Approach EB NB SB HCM Control Delay, s 83.4 0 0 HCM LOS F

Minor Lane/Major Mvmt NBT EBLn1 SBT Capacity (veh/h) - 270 - HCM Lane V/C Ratio - 0.95 - HCM Control Delay (s) - 83.4 - HCM Lane LOS - F - HCM 95th %tile Q(veh) - 9 -

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28PMBU.syn Marion Street at Foster Street Extension 2021 Existing Weekday Morning Peak Hour 4: Foster Street/Private Driveway & Marion Street

Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h00052210500002 Future Vol, veh/h 0 0 0 5 221 0500002 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------0----0 Veh in Median Storage, # - - - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 25 25 25 83 83 83 75 75 75 25 25 25 Heavy Vehicles, % 0 00010000000 Mvmt Flow 00062660700008

Major/Minor Major2 Minor1 Minor2 Conflicting Flow All 0 0 0 282 ----266 Stage 1 - - - 0 ----- Stage 2 - - - 282 ----- Critical Hdwy 4.1--7.1----6.2 Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ---6.1----- Follow-up Hdwy 2.2 - - 3.5 ----3.3 Pot Cap-1 Maneuver - - - 674 0000778 Stage 1 ----0000 - Stage 2 - - - 729 0000 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 667 ----778 Mov Cap-2 Maneuver - - - 667 ----- Stage 1 ------Stage 2 - - - 722 -----

Approach WB NB SB HCM Control Delay, s 10.5 9.7 HCM LOS B A

Minor Lane/Major Mvmt NBLn1 WBL WBT WBR SBLn1 Capacity (veh/h) 667 - - - 778 HCM Lane V/C Ratio 0.01 - - - 0.01 HCM Control Delay (s) 10.5 - - - 9.7 HCM Lane LOS B - - - A HCM 95th %tile Q(veh) 0 - - - 0

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\21AMEX.syn 2021 Existing Weekday Evening Peak Hour 4: Foster Street/Private Driveway & Marion Street

Intersection Int Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h00042857100001 Future Vol, veh/h 0 0 0 4 285 7100001 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------0----0 Veh in Median Storage, # - - - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 25 25 25 94 94 94 25 25 25 25 25 25 Heavy Vehicles, % 0 00010000000 Mvmt Flow 00043037400004

Major/Minor Major2 Minor1 Minor2 Conflicting Flow All 0 0 0 317 ----307 Stage 1 - - - 0 ----- Stage 2 - - - 317 ----- Critical Hdwy 4.1--7.1----6.2 Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ---6.1----- Follow-up Hdwy 2.2 - - 3.5 ----3.3 Pot Cap-1 Maneuver - - - 640 0000738 Stage 1 ----0000 - Stage 2 - - - 698 0000 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 637 ----738 Mov Cap-2 Maneuver - - - 637 ----- Stage 1 ------Stage 2 - - - 694 -----

Approach WB NB SB HCM Control Delay, s 10.7 9.9 HCM LOS B A

Minor Lane/Major Mvmt NBLn1 WBL WBT WBR SBLn1 Capacity (veh/h) 637 - - - 738 HCM Lane V/C Ratio 0.006 - - - 0.005 HCM Control Delay (s) 10.7 - - - 9.9 HCM Lane LOS B - - - A HCM 95th %tile Q(veh) 0 - - - 0

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\21PMEX.syn 2028 No Build Weekday Morning Peak Hour 4: Foster Street/Private Driveway & Marion Street

Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h00052380500002 Future Vol, veh/h 0 0 0 5 238 0500002 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------0----0 Veh in Median Storage, # - - - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 25 25 25 83 83 83 75 75 75 25 25 25 Heavy Vehicles, % 0 00010000000 Mvmt Flow 00062870700008

Major/Minor Major2 Minor1 Minor2 Conflicting Flow All 0 0 0 303 ----287 Stage 1 - - - 0 ----- Stage 2 - - - 303 ----- Critical Hdwy 4.1--7.1----6.2 Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ---6.1----- Follow-up Hdwy 2.2 - - 3.5 ----3.3 Pot Cap-1 Maneuver - - - 653 0000757 Stage 1 ----0000 - Stage 2 - - - 711 0000 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 646 ----757 Mov Cap-2 Maneuver - - - 646 ----- Stage 1 ------Stage 2 - - - 703 -----

Approach WB NB SB HCM Control Delay, s 10.6 9.8 HCM LOS B A

Minor Lane/Major Mvmt NBLn1 WBL WBT WBR SBLn1 Capacity (veh/h) 646 - - - 757 HCM Lane V/C Ratio 0.01 - - - 0.011 HCM Control Delay (s) 10.6 - - - 9.8 HCM Lane LOS B - - - A HCM 95th %tile Q(veh) 0 - - - 0

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28AMNB.syn 2028 No Build Weekday Evening Peak Hour 4: Foster Street/Private Driveway & Marion Street

Intersection Int Delay, s/veh 0.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h00043068100001 Future Vol, veh/h 0 0 0 4 306 8100001 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------0----0 Veh in Median Storage, # - - - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 25 25 25 94 94 94 25 25 25 25 25 25 Heavy Vehicles, % 0 00010000000 Mvmt Flow 00043269400004

Major/Minor Major2 Minor1 Minor2 Conflicting Flow All 0 0 0 341 ----331 Stage 1 - - - 0 ----- Stage 2 - - - 341 ----- Critical Hdwy 4.1--7.1----6.2 Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ---6.1----- Follow-up Hdwy 2.2 - - 3.5 ----3.3 Pot Cap-1 Maneuver - - - 617 0000715 Stage 1 ----0000 - Stage 2 - - - 678 0000 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 613 ----715 Mov Cap-2 Maneuver - - - 613 ----- Stage 1 ------Stage 2 - - - 674 -----

Approach WB NB SB HCM Control Delay, s 10.9 10.1 HCM LOS B B

Minor Lane/Major Mvmt NBLn1 WBL WBT WBR SBLn1 Capacity (veh/h) 613 - - - 715 HCM Lane V/C Ratio 0.007 - - - 0.006 HCM Control Delay (s) 10.9 - - - 10.1 HCM Lane LOS B - - - B HCM 95th %tile Q(veh) 0 - - - 0

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28PMNB.syn 2028 Build Weekday Morning Peak Hour 4: Foster Street/Private Driveway & Marion Street

Intersection Int Delay, s/veh 0.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h00082380700002 Future Vol, veh/h 0 0 0 8 238 0700002 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------0----0 Veh in Median Storage, # - - - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 25 25 25 83 83 83 75 75 75 25 25 25 Heavy Vehicles, % 0 00010000000 Mvmt Flow 000102870900008

Major/Minor Major2 Minor1 Minor2 Conflicting Flow All 0 0 0 311 ----287 Stage 1 - - - 0 ----- Stage 2 - - - 311 ----- Critical Hdwy 4.1--7.1----6.2 Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ---6.1----- Follow-up Hdwy 2.2 - - 3.5 ----3.3 Pot Cap-1 Maneuver - - - 645 0000757 Stage 1 ----0000 - Stage 2 - - - 704 0000 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 638 ----757 Mov Cap-2 Maneuver - - - 638 ----- Stage 1 ------Stage 2 - - - 697 -----

Approach WB NB SB HCM Control Delay, s 10.7 9.8 HCM LOS B A

Minor Lane/Major Mvmt NBLn1 WBL WBT WBR SBLn1 Capacity (veh/h) 638 - - - 757 HCM Lane V/C Ratio 0.015 - - - 0.011 HCM Control Delay (s) 10.7 - - - 9.8 HCM Lane LOS B - - - A HCM 95th %tile Q(veh) 0 - - - 0

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28AMBU.syn 2028 Build Weekday Evening Peak Hour 4: Foster Street/Private Driveway & Marion Street

Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h000113068300001 Future Vol, veh/h 0 0 0 11 306 8300001 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------0----0 Veh in Median Storage, # - - - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 25 25 25 94 94 94 25 25 25 25 25 25 Heavy Vehicles, % 0 00010000000 Mvmt Flow 0001232691200004

Major/Minor Major2 Minor1 Minor2 Conflicting Flow All 0 0 0 357 ----331 Stage 1 - - - 0 ----- Stage 2 - - - 357 ----- Critical Hdwy 4.1--7.1----6.2 Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ---6.1----- Follow-up Hdwy 2.2 - - 3.5 ----3.3 Pot Cap-1 Maneuver - - - 602 0000715 Stage 1 ----0000 - Stage 2 - - - 665 0000 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 598 ----715 Mov Cap-2 Maneuver - - - 598 ----- Stage 1 ------Stage 2 - - - 661 -----

Approach WB NB SB HCM Control Delay, s 11.1 10.1 HCM LOS B B

Minor Lane/Major Mvmt NBLn1 WBL WBT WBR SBLn1 Capacity (veh/h) 598 - - - 715 HCM Lane V/C Ratio 0.02 - - - 0.006 HCM Control Delay (s) 11.1 - - - 10.1 HCM Lane LOS B - - - B HCM 95th %tile Q(veh) 0.1 - - - 0

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28PMBU.syn Marion Street at Marion Terrace 2021 Existing Weekday Morning Peak Hour 5: Marion Terrace/Private Driveway & Marion Street

Intersection Int Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h00022242400000 Future Vol, veh/h 0 0 0 2 224 2400000 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------0----0 Veh in Median Storage, # - - - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 25 25 25 85 85 85 50 50 50 25 25 25 Heavy Vehicles, % 0 00010000000 Mvmt Flow 00022642800000

Major/Minor Major2 Minor1 Minor2 Conflicting Flow All 0 0 0 269 ----265 Stage 1 - - - 0 ----- Stage 2 - - - 269 ----- Critical Hdwy 4.1--7.1----6.2 Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ---6.1----- Follow-up Hdwy 2.2 - - 3.5 ----3.3 Pot Cap-1 Maneuver - - - 688 0000779 Stage 1 ----0000 - Stage 2 - - - 741 0000 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 688 ----779 Mov Cap-2 Maneuver - - - 688 ----- Stage 1 ------Stage 2 - - - 741 -----

Approach WB NB SB HCM Control Delay, s 10.3 0 HCM LOS B A

Minor Lane/Major Mvmt NBLn1 WBL WBT WBR SBLn1 Capacity (veh/h) 688 ---- HCM Lane V/C Ratio 0.012 ---- HCM Control Delay (s) 10.3 - - - 0 HCM Lane LOS B - - - A HCM 95th %tile Q(veh) 0 ----

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\21AMEX.syn 2021 Existing Weekday Evening Peak Hour 5: Marion Terrace/Private Driveway & Marion Street

Intersection Int Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h00012833100001 Future Vol, veh/h 0 0 0 1 283 3100001 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------0----0 Veh in Median Storage, # - - - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 25 25 25 91 91 91 25 25 25 25 25 25 Heavy Vehicles, % 0 00010000000 Mvmt Flow 00013113400004

Major/Minor Major2 Minor1 Minor2 Conflicting Flow All 0 0 0 317 ----313 Stage 1 - - - 0 ----- Stage 2 - - - 317 ----- Critical Hdwy 4.1--7.1----6.2 Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ---6.1----- Follow-up Hdwy 2.2 - - 3.5 ----3.3 Pot Cap-1 Maneuver - - - 640 0000732 Stage 1 ----0000 - Stage 2 - - - 698 0000 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 637 ----732 Mov Cap-2 Maneuver - - - 637 ----- Stage 1 ------Stage 2 - - - 694 -----

Approach WB NB SB HCM Control Delay, s 10.7 9.9 HCM LOS B A

Minor Lane/Major Mvmt NBLn1 WBL WBT WBR SBLn1 Capacity (veh/h) 637 - - - 732 HCM Lane V/C Ratio 0.006 - - - 0.005 HCM Control Delay (s) 10.7 - - - 9.9 HCM Lane LOS B - - - A HCM 95th %tile Q(veh) 0 - - - 0

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\21PMEX.syn 2028 No Build Weekday Morning Peak Hour 5: Marion Terrace/Private Driveway & Marion Street

Intersection Int Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h00022412400000 Future Vol, veh/h 0 0 0 2 241 2400000 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------0----0 Veh in Median Storage, # - - - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 25 25 25 85 85 85 50 50 50 25 25 25 Heavy Vehicles, % 0 00010000000 Mvmt Flow 00022842800000

Major/Minor Major2 Minor1 Minor2 Conflicting Flow All 0 0 0 289 ----285 Stage 1 - - - 0 ----- Stage 2 - - - 289 ----- Critical Hdwy 4.1--7.1----6.2 Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ---6.1----- Follow-up Hdwy 2.2 - - 3.5 ----3.3 Pot Cap-1 Maneuver - - - 667 0000759 Stage 1 ----0000 - Stage 2 - - - 723 0000 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 667 ----759 Mov Cap-2 Maneuver - - - 667 ----- Stage 1 ------Stage 2 - - - 723 -----

Approach WB NB SB HCM Control Delay, s 10.5 0 HCM LOS B A

Minor Lane/Major Mvmt NBLn1 WBL WBT WBR SBLn1 Capacity (veh/h) 667 ---- HCM Lane V/C Ratio 0.012 ---- HCM Control Delay (s) 10.5 - - - 0 HCM Lane LOS B - - - A HCM 95th %tile Q(veh) 0 ----

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28AMNB.syn 2028 No Build Weekday Evening Peak Hour 5: Marion Terrace/Private Driveway & Marion Street

Intersection Int Delay, s/veh 0.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h00013043100001 Future Vol, veh/h 0 0 0 1 304 3100001 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------0----0 Veh in Median Storage, # - - - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 25 25 25 91 91 91 25 25 25 25 25 25 Heavy Vehicles, % 0 00010000000 Mvmt Flow 00013343400004

Major/Minor Major2 Minor1 Minor2 Conflicting Flow All 0 0 0 340 ----336 Stage 1 - - - 0 ----- Stage 2 - - - 340 ----- Critical Hdwy 4.1--7.1----6.2 Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ---6.1----- Follow-up Hdwy 2.2 - - 3.5 ----3.3 Pot Cap-1 Maneuver - - - 618 0000711 Stage 1 ----0000 - Stage 2 - - - 679 0000 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 614 ----711 Mov Cap-2 Maneuver - - - 614 ----- Stage 1 ------Stage 2 - - - 675 -----

Approach WB NB SB HCM Control Delay, s 10.9 10.1 HCM LOS B B

Minor Lane/Major Mvmt NBLn1 WBL WBT WBR SBLn1 Capacity (veh/h) 614 - - - 711 HCM Lane V/C Ratio 0.007 - - - 0.006 HCM Control Delay (s) 10.9 - - - 10.1 HCM Lane LOS B - - - B HCM 95th %tile Q(veh) 0 - - - 0

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28PMNB.syn 2028 Build Weekday Morning Peak Hour 5: Marion Terrace/Private Driveway & Marion Street

Intersection Int Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h00022432400000 Future Vol, veh/h 0 0 0 2 243 2400000 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------0----0 Veh in Median Storage, # - - - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 25 25 25 85 85 85 50 50 50 25 25 25 Heavy Vehicles, % 0 00010000000 Mvmt Flow 00022862800000

Major/Minor Major2 Minor1 Minor2 Conflicting Flow All 0 0 0 291 ----287 Stage 1 - - - 0 ----- Stage 2 - - - 291 ----- Critical Hdwy 4.1--7.1----6.2 Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ---6.1----- Follow-up Hdwy 2.2 - - 3.5 ----3.3 Pot Cap-1 Maneuver - - - 665 0000757 Stage 1 ----0000 - Stage 2 - - - 721 0000 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 665 ----757 Mov Cap-2 Maneuver - - - 665 ----- Stage 1 ------Stage 2 - - - 721 -----

Approach WB NB SB HCM Control Delay, s 10.5 0 HCM LOS B A

Minor Lane/Major Mvmt NBLn1 WBL WBT WBR SBLn1 Capacity (veh/h) 665 ---- HCM Lane V/C Ratio 0.012 ---- HCM Control Delay (s) 10.5 - - - 0 HCM Lane LOS B - - - A HCM 95th %tile Q(veh) 0 ----

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28AMBU.syn 2028 Build Weekday Evening Peak Hour 5: Marion Terrace/Private Driveway & Marion Street

Intersection Int Delay, s/veh 0.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h00013063100001 Future Vol, veh/h 0 0 0 1 306 3100001 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------0----0 Veh in Median Storage, # - - - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 25 25 25 91 91 91 25 25 25 25 25 25 Heavy Vehicles, % 0 00010000000 Mvmt Flow 00013363400004

Major/Minor Major2 Minor1 Minor2 Conflicting Flow All 0 0 0 342 ----338 Stage 1 - - - 0 ----- Stage 2 - - - 342 ----- Critical Hdwy 4.1--7.1----6.2 Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ---6.1----- Follow-up Hdwy 2.2 - - 3.5 ----3.3 Pot Cap-1 Maneuver - - - 616 0000709 Stage 1 ----0000 - Stage 2 - - - 677 0000 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 612 ----709 Mov Cap-2 Maneuver - - - 612 ----- Stage 1 ------Stage 2 - - - 673 -----

Approach WB NB SB HCM Control Delay, s 10.9 10.1 HCM LOS B B

Minor Lane/Major Mvmt NBLn1 WBL WBT WBR SBLn1 Capacity (veh/h) 612 - - - 709 HCM Lane V/C Ratio 0.007 - - - 0.006 HCM Control Delay (s) 10.9 - - - 10.1 HCM Lane LOS B - - - B HCM 95th %tile Q(veh) 0 - - - 0

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28PMBU.syn Park Street at Marion Street 2021 Existing Weekday Morning Peak Hour 6: Park Street & Marion Street

Intersection Intersection Delay, s/veh 9.3 Intersection LOS A

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 78 150 0 79 0 0 0 48 16 Future Vol, veh/h 0 0 0 78 150 0 79 0 0 0 48 16 Peak Hour Factor 0.25 0.25 0.25 0.86 0.86 0.86 0.65 0.65 0.65 0.75 0.75 0.75 Heavy Vehicles, % 000200300040 Mvmt Flow 0 0 0 91 174 0 122 0 0 0 64 21 Number of Lanes 000010100010 Approach WB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left NB WB Conflicting Lanes Left 1 0 1 Conflicting Approach Right SB WB Conflicting Lanes Right 1 1 0 HCM Control Delay 9.8 8.9 8.2 HCM LOS A A A

Lane NBLn1 WBLn1 SBLn1 Vol Left, % 100% 34% 0% Vol Thru, % 0% 66% 75% Vol Right, % 0% 0% 25% Sign Control Stop Stop Stop Traffic Vol by Lane 79 228 64 LT Vol 79 78 0 Through Vol 0 150 48 RT Vol 0 0 16 Lane Flow Rate 122 265 85 Geometry Grp 1 1 1 Degree of Util (X) 0.165 0.332 0.109 Departure Headway (Hd) 4.887 4.503 4.604 Convergence, Y/N Yes Yes Yes Cap 734 801 778 Service Time 2.914 2.526 2.633 HCM Lane V/C Ratio 0.166 0.331 0.109 HCM Control Delay 8.9 9.8 8.2 HCM Lane LOS A A A HCM 95th-tile Q 0.6 1.5 0.4

HCM 2010 AWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\21AMEX.syn 2021 Existing Weekday Evening Peak Hour 6: Park Street & Marion Street

Intersection Intersection Delay, s/veh 10 Intersection LOS A

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 120 164 1 78 0 0 0 89 19 Future Vol, veh/h 0 0 0 120 164 1 78 0 0 0 89 19 Peak Hour Factor 0.25 0.25 0.25 0.84 0.84 0.84 0.81 0.81 0.81 0.91 0.91 0.91 Heavy Vehicles, % 000000000000 Mvmt Flow 0 0 0 143 195 1 96 0 0 0 98 21 Number of Lanes 000010100010 Approach WB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left NB WB Conflicting Lanes Left 1 0 1 Conflicting Approach Right SB WB Conflicting Lanes Right 1 1 0 HCM Control Delay 10.8 8.9 8.6 HCM LOS B A A

Lane NBLn1 WBLn1 SBLn1 Vol Left, % 100% 42% 0% Vol Thru, % 0% 58% 82% Vol Right, % 0% 0% 18% Sign Control Stop Stop Stop Traffic Vol by Lane 78 285 108 LT Vol 78 120 0 Through Vol 0 164 89 RT Vol 0 1 19 Lane Flow Rate 96 339 119 Geometry Grp 1 1 1 Degree of Util (X) 0.135 0.425 0.156 Departure Headway (Hd) 5.059 4.507 4.731 Convergence, Y/N Yes Yes Yes Cap 708 797 757 Service Time 3.098 2.536 2.769 HCM Lane V/C Ratio 0.136 0.425 0.157 HCM Control Delay 8.9 10.8 8.6 HCM Lane LOS A B A HCM 95th-tile Q 0.5 2.1 0.6

HCM 2010 AWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\21PMEX.syn 2028 No Build Weekday Morning Peak Hour 6: Park Street & Marion Street

Intersection Intersection Delay, s/veh 9.5 Intersection LOS A

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 84 161 0 86 0 0 0 51 17 Future Vol, veh/h 0 0 0 84 161 0 86 0 0 0 51 17 Peak Hour Factor 0.25 0.25 0.25 0.86 0.86 0.86 0.65 0.65 0.65 0.75 0.75 0.75 Heavy Vehicles, % 000200300040 Mvmt Flow 0 0 0 98 187 0 132 0 0 0 68 23 Number of Lanes 000010100010 Approach WB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left NB WB Conflicting Lanes Left 1 0 1 Conflicting Approach Right SB WB Conflicting Lanes Right 1 1 0 HCM Control Delay 10.1 9.1 8.3 HCM LOS B A A

Lane NBLn1 WBLn1 SBLn1 Vol Left, % 100% 34% 0% Vol Thru, % 0% 66% 75% Vol Right, % 0% 0% 25% Sign Control Stop Stop Stop Traffic Vol by Lane 86 245 68 LT Vol 86 84 0 Through Vol 0 161 51 RT Vol 0 0 17 Lane Flow Rate 132 285 91 Geometry Grp 1 1 1 Degree of Util (X) 0.182 0.36 0.118 Departure Headway (Hd) 4.946 4.546 4.672 Convergence, Y/N Yes Yes Yes Cap 725 792 766 Service Time 2.979 2.574 2.707 HCM Lane V/C Ratio 0.182 0.36 0.119 HCM Control Delay 9.1 10.1 8.3 HCM Lane LOS A B A HCM 95th-tile Q 0.7 1.6 0.4

HCM 2010 AWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28AMNB.syn 2028 No Build Weekday Evening Peak Hour 6: Park Street & Marion Street

Intersection Intersection Delay, s/veh 10.4 Intersection LOS B

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 129 176 1 84 0 0 0 96 20 Future Vol, veh/h 0 0 0 129 176 1 84 0 0 0 96 20 Peak Hour Factor 0.25 0.25 0.25 0.84 0.84 0.84 0.81 0.81 0.81 0.91 0.91 0.91 Heavy Vehicles, % 000000000000 Mvmt Flow 0 0 0 154 210 1 104 0 0 0 105 22 Number of Lanes 000010100010 Approach WB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left NB WB Conflicting Lanes Left 1 0 1 Conflicting Approach Right SB WB Conflicting Lanes Right 1 1 0 HCM Control Delay 11.4 9.1 8.8 HCM LOS B A A

Lane NBLn1 WBLn1 SBLn1 Vol Left, % 100% 42% 0% Vol Thru, % 0% 58% 83% Vol Right, % 0% 0% 17% Sign Control Stop Stop Stop Traffic Vol by Lane 84 306 116 LT Vol 84 129 0 Through Vol 0 176 96 RT Vol 0 1 20 Lane Flow Rate 104 364 127 Geometry Grp 1 1 1 Degree of Util (X) 0.148 0.461 0.17 Departure Headway (Hd) 5.139 4.553 4.812 Convergence, Y/N Yes Yes Yes Cap 696 790 743 Service Time 3.186 2.587 2.857 HCM Lane V/C Ratio 0.149 0.461 0.171 HCM Control Delay 9.1 11.4 8.8 HCM Lane LOS A B A HCM 95th-tile Q 0.5 2.5 0.6

HCM 2010 AWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28PMNB.syn 2028 Build Weekday Morning Peak Hour 6: Park Street & Marion Street

Intersection Intersection Delay, s/veh 9.6 Intersection LOS A

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 85 162 0 86 0 0 0 51 17 Future Vol, veh/h 0 0 0 85 162 0 86 0 0 0 51 17 Peak Hour Factor 0.25 0.25 0.25 0.86 0.86 0.86 0.65 0.65 0.65 0.75 0.75 0.75 Heavy Vehicles, % 000200300040 Mvmt Flow 0 0 0 99 188 0 132 0 0 0 68 23 Number of Lanes 000010100010 Approach WB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left NB WB Conflicting Lanes Left 1 0 1 Conflicting Approach Right SB WB Conflicting Lanes Right 1 1 0 HCM Control Delay 10.2 9.1 8.3 HCM LOS B A A

Lane NBLn1 WBLn1 SBLn1 Vol Left, % 100% 34% 0% Vol Thru, % 0% 66% 75% Vol Right, % 0% 0% 25% Sign Control Stop Stop Stop Traffic Vol by Lane 86 247 68 LT Vol 86 85 0 Through Vol 0 162 51 RT Vol 0 0 17 Lane Flow Rate 132 287 91 Geometry Grp 1 1 1 Degree of Util (X) 0.182 0.363 0.118 Departure Headway (Hd) 4.953 4.549 4.678 Convergence, Y/N Yes Yes Yes Cap 724 790 765 Service Time 2.986 2.575 2.713 HCM Lane V/C Ratio 0.182 0.363 0.119 HCM Control Delay 9.1 10.2 8.3 HCM Lane LOS A B A HCM 95th-tile Q 0.7 1.7 0.4

HCM 2010 AWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28AMBU.syn 2028 Build Weekday Evening Peak Hour 6: Park Street & Marion Street

Intersection Intersection Delay, s/veh 10.5 Intersection LOS B

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 130 177 1 84 0 0 0 96 20 Future Vol, veh/h 0 0 0 130 177 1 84 0 0 0 96 20 Peak Hour Factor 0.25 0.25 0.25 0.84 0.84 0.84 0.81 0.81 0.81 0.91 0.91 0.91 Heavy Vehicles, % 000000000000 Mvmt Flow 0 0 0 155 211 1 104 0 0 0 105 22 Number of Lanes 000010100010 Approach WB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left NB WB Conflicting Lanes Left 1 0 1 Conflicting Approach Right SB WB Conflicting Lanes Right 1 1 0 HCM Control Delay 11.5 9.1 8.9 HCM LOS B A A

Lane NBLn1 WBLn1 SBLn1 Vol Left, % 100% 42% 0% Vol Thru, % 0% 57% 83% Vol Right, % 0% 0% 17% Sign Control Stop Stop Stop Traffic Vol by Lane 84 308 116 LT Vol 84 130 0 Through Vol 0 177 96 RT Vol 0 1 20 Lane Flow Rate 104 367 127 Geometry Grp 1 1 1 Degree of Util (X) 0.148 0.464 0.171 Departure Headway (Hd) 5.145 4.553 4.818 Convergence, Y/N Yes Yes Yes Cap 695 788 742 Service Time 3.194 2.589 2.863 HCM Lane V/C Ratio 0.15 0.466 0.171 HCM Control Delay 9.1 11.5 8.9 HCM Lane LOS A B A HCM 95th-tile Q 0.5 2.5 0.6

HCM 2010 AWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28PMBU.syn Park Street at Vernon Street 2021 Existing Weekday Morning Peak Hour 7: Park Street & Vernon Street

Intersection Int Delay, s/veh 4.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h111124900006810037890 Future Vol, veh/h 11 112 49 00006810037890 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------Veh in Median Storage, # - 0 - - - - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 84 84 84 25 25 25 92 92 92 67 67 67 Heavy Vehicles, % 0 200000041420 Mvmt Flow 1313358000074109551330

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 372 426 133 - 0 0 183 0 0 Stage 1 243 243 ------Stage 2 129 183 ------Critical Hdwy 6.4 6.52 6.2 - - - 4.24 - - Critical Hdwy Stg 15.45.52------Critical Hdwy Stg 25.45.52------Follow-up Hdwy 3.5 4.018 3.3 - - - 2.326 - - Pot Cap-1 Maneuver 633 520 922 0 - - 1323 - 0 Stage 1 802 705 - 0 ----0 Stage 2 902 748 - 0 ----0 Platoon blocked, % - - - Mov Cap-1 Maneuver 605 0 922 - - - 1323 - - Mov Cap-2 Maneuver 605 0 ------Stage 1 802 0 ------Stage 2 861 0 ------

Approach EB NB SB HCM Control Delay, s 10.7 0 2.3 HCM LOS B

Minor Lane/Major Mvmt NBT NBR EBLn1 SBL SBT Capacity (veh/h) - - 841 1323 - HCM Lane V/C Ratio - - 0.243 0.042 - HCM Control Delay (s) - - 10.7 7.8 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 1 0.1 -

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\21AMEX.syn 2021 Existing Weekday Evening Peak Hour 7: Park Street & Vernon Street

Intersection Int Delay, s/veh 4.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h8895800007039551540 Future Vol, veh/h 8 89 5800007039551540 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------Veh in Median Storage, # - 0 - - - - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 82 82 82 25 25 25 89 89 89 89 89 89 Heavy Vehicles, % 0 00000000000 Mvmt Flow 101097100007944621730

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 398 420 173 - 0 0 123 0 0 Stage 1 297 297 ------Stage 2 101 123 ------Critical Hdwy 6.4 6.5 6.2 - - - 4.1 - - Critical Hdwy Stg 15.45.5------Critical Hdwy Stg 25.45.5------Follow-up Hdwy 3.5 4 3.3 - - - 2.2 - - Pot Cap-1 Maneuver 611 528 876 0 - - 1477 - 0 Stage 1 758 671 - 0 ----0 Stage 2 928 798 - 0 ----0 Platoon blocked, % - - - Mov Cap-1 Maneuver 583 0 876 - - - 1477 - - Mov Cap-2 Maneuver 583 0 ------Stage 1 758 0 ------Stage 2 885 0 ------

Approach EB NB SB HCM Control Delay, s 10.6 0 2 HCM LOS B

Minor Lane/Major Mvmt NBT NBR EBLn1 SBL SBT Capacity (veh/h) - - 826 1477 - HCM Lane V/C Ratio - - 0.229 0.042 - HCM Control Delay (s) - - 10.6 7.5 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.9 0.1 -

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\21PMEX.syn 2028 No Build Weekday Morning Peak Hour 7: Park Street & Vernon Street

Intersection Int Delay, s/veh 4.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h121205300007410740950 Future Vol, veh/h 12 120 53 00007410740950 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------Veh in Median Storage, # - 0 - - - - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 84 84 84 25 25 25 92 92 92 67 67 67 Heavy Vehicles, % 0 200000041420 Mvmt Flow 1414363000080116601420

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 400 458 142 - 0 0 196 0 0 Stage 1 262 262 ------Stage 2 138 196 ------Critical Hdwy 6.4 6.52 6.2 - - - 4.24 - - Critical Hdwy Stg 15.45.52------Critical Hdwy Stg 25.45.52------Follow-up Hdwy 3.5 4.018 3.3 - - - 2.326 - - Pot Cap-1 Maneuver 610 499 911 0 - - 1308 - 0 Stage 1 786 691 - 0 ----0 Stage 2 894 739 - 0 ----0 Platoon blocked, % - - - Mov Cap-1 Maneuver 580 0 911 - - - 1308 - - Mov Cap-2 Maneuver 580 0 ------Stage 1 786 0 ------Stage 2 849 0 ------

Approach EB NB SB HCM Control Delay, s 11 0 2.3 HCM LOS B

Minor Lane/Major Mvmt NBT NBR EBLn1 SBL SBT Capacity (veh/h) - - 824 1308 - HCM Lane V/C Ratio - - 0.267 0.046 - HCM Control Delay (s) - - 11 7.9 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 1.1 0.1 -

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28AMNB.syn 2028 No Build Weekday Evening Peak Hour 7: Park Street & Vernon Street

Intersection Int Delay, s/veh 4.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h9956200007542591660 Future Vol, veh/h 9 95 6200007542591660 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------Veh in Median Storage, # - 0 - - - - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 82 82 82 25 25 25 89 89 89 89 89 89 Heavy Vehicles, % 0 00000000000 Mvmt Flow 111167600008447661870

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 427 450 187 - 0 0 131 0 0 Stage 1 319 319 ------Stage 2 108 131 ------Critical Hdwy 6.4 6.5 6.2 - - - 4.1 - - Critical Hdwy Stg 15.45.5------Critical Hdwy Stg 25.45.5------Follow-up Hdwy 3.5 4 3.3 - - - 2.2 - - Pot Cap-1 Maneuver 588 508 860 0 - - 1467 - 0 Stage 1 741 657 - 0 ----0 Stage 2 921 792 - 0 ----0 Platoon blocked, % - - - Mov Cap-1 Maneuver 559 0 860 - - - 1467 - - Mov Cap-2 Maneuver 559 0 ------Stage 1 741 0 ------Stage 2 875 0 ------

Approach EB NB SB HCM Control Delay, s 11 0 2 HCM LOS B

Minor Lane/Major Mvmt NBT NBR EBLn1 SBL SBT Capacity (veh/h) - - 805 1467 - HCM Lane V/C Ratio - - 0.251 0.045 - HCM Control Delay (s) - - 11 7.6 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 1 0.1 -

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28PMNB.syn 2028 Build Weekday Morning Peak Hour 7: Park Street & Vernon Street

Intersection Int Delay, s/veh 4.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h121205300007410740960 Future Vol, veh/h 12 120 53 00007410740960 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------Veh in Median Storage, # - 0 - - - - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 84 84 84 25 25 25 92 92 92 67 67 67 Heavy Vehicles, % 0 200000041420 Mvmt Flow 1414363000080116601430

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 401 459 143 - 0 0 196 0 0 Stage 1 263 263 ------Stage 2 138 196 ------Critical Hdwy 6.4 6.52 6.2 - - - 4.24 - - Critical Hdwy Stg 15.45.52------Critical Hdwy Stg 25.45.52------Follow-up Hdwy 3.5 4.018 3.3 - - - 2.326 - - Pot Cap-1 Maneuver 609 499 910 0 - - 1308 - 0 Stage 1 786 691 - 0 ----0 Stage 2 894 739 - 0 ----0 Platoon blocked, % - - - Mov Cap-1 Maneuver 579 0 910 - - - 1308 - - Mov Cap-2 Maneuver 579 0 ------Stage 1 786 0 ------Stage 2 849 0 ------

Approach EB NB SB HCM Control Delay, s 11 0 2.3 HCM LOS B

Minor Lane/Major Mvmt NBT NBR EBLn1 SBL SBT Capacity (veh/h) - - 823 1308 - HCM Lane V/C Ratio - - 0.268 0.046 - HCM Control Delay (s) - - 11 7.9 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 1.1 0.1 -

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28AMBU.syn 2028 Build Weekday Evening Peak Hour 7: Park Street & Vernon Street

Intersection Int Delay, s/veh 4.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h9956200007542591670 Future Vol, veh/h 9 95 6200007542591670 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------Veh in Median Storage, # - 0 - - - - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 82 82 82 25 25 25 89 89 89 89 89 89 Heavy Vehicles, % 0 00000000000 Mvmt Flow 111167600008447661880

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 428 451 188 - 0 0 131 0 0 Stage 1 320 320 ------Stage 2 108 131 ------Critical Hdwy 6.4 6.5 6.2 - - - 4.1 - - Critical Hdwy Stg 15.45.5------Critical Hdwy Stg 25.45.5------Follow-up Hdwy 3.5 4 3.3 - - - 2.2 - - Pot Cap-1 Maneuver 588 507 859 0 - - 1467 - 0 Stage 1 741 656 - 0 ----0 Stage 2 921 792 - 0 ----0 Platoon blocked, % - - - Mov Cap-1 Maneuver 559 0 859 - - - 1467 - - Mov Cap-2 Maneuver 559 0 ------Stage 1 741 0 ------Stage 2 875 0 ------

Approach EB NB SB HCM Control Delay, s 11 0 2 HCM LOS B

Minor Lane/Major Mvmt NBT NBR EBLn1 SBL SBT Capacity (veh/h) - - 804 1467 - HCM Lane V/C Ratio - - 0.252 0.045 - HCM Control Delay (s) - - 11 7.6 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 1 0.1 -

HCM 2010 TWSC Synchro 10 Report AJA/Vanasse & Assoc., Inc. S:\Jobs\8682\Analysis\28PMBU.syn