467 Main Street Reading, Massachusetts

Traffic Impact & Access Study

Prepared For: Boghos Properties

Prepared by:

Design Consultants, Inc.

November 2017 467 MAIN STREET REDEVELOPMENT

TABLE OF CONTENTS

EXECUTIVE SUMMARY ...... 4 Study Area ...... 4 Safety Analysis ...... 4 Capacity Analysis ...... 5 Conclusion ...... 6 A. EXISTING CONDITIONS ...... 7 A1. STUDY AREA ...... 7 A2. STUDY ROADWAYS ...... 7 A3. STUDY INTERSECTIONS ...... 8 A4. MULTI-MODAL TRANSPORTATION ...... 9 B. TRAFFIC VOLUME ...... 12 B1. EXISTING TRAFFIC COUNTS ...... 12 B2. SEASONAL ADJUSTMENT ...... 12 B3. NO-BUILD CONDITIONS ...... 17 Background Developments ...... 17 Regional Growth Rate ...... 17 B4. SITE-GENERATED TRIPS ...... 20 Preliminary Trip Generation ...... 20 Census Tract Data...... 21 Trip Generation Summary ...... 22 B5. TRIP DISTRIBUTION AND TRIP ASSIGNMENT ...... 23 B6. BUILD CONDITIONS ...... 23 C. SAFETY ANALYSIS ...... 30 C1. CRASH DATA AND ANALYSIS ...... 30 C2. SIGHT DISTANCE ANALYSIS ...... 31 D. INTERSECTION CAPACITY ANALYSIS ...... 32 D1. TRAFFIC ANALYSIS CRITERIA ...... 32 D2. EXISTING CONDITIONS INTERSECTION ANALYSIS ...... 34 D3. NO-BUILD CONDITIONS INTERSECTION ANALYSIS ...... 34 D4. BUILD CONDITIONS INTERSECTION ANALYSIS ...... 35 CONCLUSION ...... 36

LIST OF FIGURES Figure A1: Locus Map ...... 10 Figure A2: Study Intersections ...... 11 Figure B1: Existing Pedestrian Volumes ...... 13 Figure B2: Existing Bicycle Volumes ...... 14 Figure B3: Existing Traffic Volumes - AM ...... 15 Figure B4: Existing Traffic Volumes - PM ...... 16 Figure B5: No-Build Traffic Volumes - AM ...... 18 Figure B6: No-Build Traffic Volumes - PM ...... 19 Figure B7: Trip Distribution - AM ...... 24 2 467 Main Street Redevelopment 467 MAIN STREET REDEVELOPMENT

Figure B8: Trip Distribution - PM ...... 25 Figure B9: Site-Generated Trips – AM...... 26 Figure B10: Site-Generated Trips - PM ...... 27 Figure B11: Build Traffic Volumes - AM ...... 28 Figure B12: Build Traffic Volumes - PM ...... 29

LIST OF TABLES Table 1: Sight Distance Summary ...... 5 Table 2: Level-of-Service Summary ...... 6 Table B1: ATR Volume Summary ...... 12 Table B2: Trip Generation Calculations - Proposed Dwelling Units ...... 20 Table B3: Trip Generation Calculations – Proposed Retail Space ...... 20 Table B3: Trip Generation Calculations - Summary ...... 21 Table B4: Mode Share Data Comparison ...... 21 Table B5: Adjusted Trip Generation Summary ...... 22 Table B6: Existing Vehicle-Trips ...... 23 Table B7: Net New Vehicle-Trips ...... 23 Table C1: MassDOT Intersection Crash Summary ...... 30 Table C4: AASHTO Minimum Recommended Stopping Sight Distances and Intersection Sight Distances ...... 32 Table C5: Measured Sight Distances at Proposed Green Street Driveway ...... 32 Table D1: Intersection LOS Thresholds ...... 33 Table D2: 2017 Existing Conditions LOS ...... 34 Table D3: 2024 No-Build Conditions LOS ...... 35 Table D4: 2024 Build Conditions LOS ...... 36

APPENDICES APPENDIX A – TRAFFIC COUNTS ...... 38 APPENDIX B – MULTI-MODAL TRANSPORTATION ...... 39 APPENDIX C – SEASONAL ADJUSTMENT ...... 40 APPENDIX D – BACKGROUND TRIPS ...... 41 APPENDIX E – TRIP GENERATION ...... 42 APPENDIX F – SAFETY ANALYSIS ...... 43 APPENDIX G – INTERSECTION CAPACITY ANALYSIS ...... 44

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EXECUTIVE SUMMARY

Design Consultants, Inc. (DCI) has prepared this Traffic Impact and Access Study (TIAS) to analyze the impact of the proposed mixed-use development at 467 Main Street (“Project”) on surrounding traffic operations in Reading. Currently, the site is a former gas station that is now an auto repair shop. The proposed Project will raze the entire site and construct one building with up to 2,860 square feet of retail space and 30 residential units. A total of 35 parking spaces will be constructed on-site at grade.

Land use surrounding the site is a mix of commercial and residential. There are multiple restaurants, shops, and residential spaces within ½-mile of the site.

Existing conditions analysis, trip generation, safety analyses, and capacity analyses were carried out to assess the impact that the new development at 467 Main Street will have on local traffic operations.

Study Area

The following intersections in Reading were examined in this traffic study and Figure A1 is a locus map showing the study area relative to the larger transportation network:

• Main Street (Route 28) at Green Street • Main Street (Route 28) at Washington Street • Green Street at Elliott Street

Additionally, the proposed driveway location along Green Street was analyzed for level of service and sight distance to ensure safe access and egress to and from the site.

Section B contains detailed descriptions of the existing conditions for each study intersection and corresponding roadways. Section C contains detailed descriptions of the sight distances at the proposed driveway location.

Safety Analysis

Crash data from the Massachusetts Department of Transportation (MassDOT) for each study intersection was analyzed from 2013 to 2015, the most recent three years of data available. The data was analyzed to determine trends in location, manner of collision, and weather in order to point out high crash locations and analyze possible causation if necessary. One (1) intersection, Main Street (Route 28) at Washington Street, has a crash rate that is above both the District 4 and Statewide averages. However, a majority of crashes at this intersection resulted in property damage only and there were no fatal injuries reported during the study period. Additionally, this is an existing geometrical and signal condition and does not reflect the impact of the proposed Project.

In addition to the intersection crash data, a sight distance analysis was carried out at the location of the proposed driveway on Green Street. Table 1 summarizes the sight distance analysis.

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Table 1: Sight Distance Summary Stopping Sight Distance Intersection Sight Distance for Intersection Sight Distance for (ft) Left-Turn Manuevers (ft) Right-Turn/Cross Manuevers (ft) Green Street Meets AASHTO Requirement N/A N/A Green Street Driveway N/A Meets AASHTO Requirement Meets AASHTO Requirement

As shown in Table 1, both the stopping sight distance along Green Street and intersection sight distance for the proposed Green Street driveway meet the requirements set forth by the American Association of State Highway and Transportation Officials (AASHTO). A complete detailed breakdown of the proposed driveway is included in Section C of this report.

Capacity Analysis

Capacity analyses were performed at each of the study intersections under three scenarios: 2017 Existing Conditions, 2024 No-Build, and 2024 Build.

The MassDOT Transportation Impact Assessment (TIA) Guidelines require a 7-year planning horizon to the year 2024. The Existing Conditions analysis is based on current traffic counts carried out in the study area. The No-Build scenario reflects traffic adjustments due to regional growth and off-site developments on a seven year horizon to the year 2024. The Build scenario takes the predicted site specific traffic volumes on the study network and sums them with the traffic volumes of the No-Build scenario. Detailed breakdowns of each of these scenarios are included in Section B of this report.

Level of Service (LOS) was the basis for comparison and operational analysis for this study. LOS is a term used to qualitatively measure performance of traffic conditions of each intersection. LOS is a measure of the effect of factors such as roadway geometrics, vehicle travel speed, vehicle delay, freedom to maneuver, and safety. LOS ranges in grades from A to F, with “A” being the least delay, and “F” being the most delay. It is explained further in the body of this study. A comparison showing the results of these analyses is shown in Table 2.

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Table 2: Level-of-Service Summary

2017 Existing 2024 No-Build 2024 Build East-West North-South ID Lane Road Road AM PM AM PM AM PM Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour WB LTR F C F D F D Main Street NB LTR A A A A A A 1* Green Street (Route 28) SB LTR A A A A A A Overall ------EB L C C C C C C EB TR C C C D C D Washington Main Street WB LTR F F F F F F 2 Street (Route 28) NB LTR C D C D C D SB LTR C C C C C C Overall E D F D F D EB LTR A A A A A A WB LTR A A A A A A 3* Green Street Elliott Street NB LTR A A A A A A SB LTR A A A A A A Overall ------EB LTR N/A N/A N/A N/A -- -- Proposed Site WB LTR N/A N/A N/A N/A A A 4* Green Street Driveway NB LTR N/A N/A N/A N/A A A Overall N/A N/A N/A N/A -- -- LEGEND LOS F during Existing Conditions Declined from Existing to No-Build

As shown in Table 2, the proposed mixed-use development at 467 Main Street is expected to have a minimal impact on surrounding traffic network. This is represented by zero (0) movements declining from the No-Build to Build scenarios. Additionally, the proposed site driveway is expected to operate at an LOS A, an acceptable level of service. A complete and detailed analyses of each scenario are included in Section D of this report.

Conclusion

This report was created for the proposed mixed-use development at 467 Main Street in Reading, Massachusetts. The goal was to analyze the impact that the new development will have on surrounding traffic networks while also taking into account proposed developments in the area that are not yet built. The Project will have up to 2,860 square feet of retail space and 30 residential units. A total of 35 parking spaces will be constructed on-site under the proposed building.

From a safety perspective, recent data has shown that two (2) of the intersections have crash rates below District 4 and Statewide averages. One (1) intersection, Main Street (Route 28) at Washington Street, has an above average crash rate. A majority of crashes at this intersection resulted in property damage only and there were no fatal injuries reported during the study period. The above average crash rate is due to existing geometrical and signal conditions. A sight distance

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analysis for the proposed site driveway along Green Street confirms that the driveway meets the requirements set forth by the American Association of State Highway and Transportation Officials (AASHTO).

Capacity analyses were performed for each of the three (3) study intersections for the weekday morning and weekday evening peak hours. In order to determine the specific impact that the proposed Project will have on traffic operations, analyses were carried out for 2017 Existing, 2024 No-Build, and 2024 Build conditions. Zero (0) movements decline in Level of Service going from the No-Build to Build scenarios. Additionally, the proposed site driveway is expected to operate at an LOS A, an acceptable level of service. As such, the Project-related traffic impact is expected to be minimal.

A. EXISTING CONDITIONS

A1. STUDY AREA

The study area is located in Reading in the vicinity of 467 Main Street. The following intersections were examined in this traffic study and Figure A1 is a locus map showing the study area relative to the larger transportation network:

• Main Street (Route 28) at Green Street • Main Street (Route 28) at Washington Street • Green Street at Elliott Street

A2. STUDY ROADWAYS

Main Street (Route 28) is classified as an Urban Principal Arterial under Town of Reading jurisdiction. It is a two-way roadway that runs in a north-south direction. Main Street continues north through North Reading and Andover where it becomes South Main Street and it continues south through Stoneham where is becomes Fellsway West. Main Street acts as a main connector for traffic to access Interstate 95 and many commercial properties. Main Street carries one travel lane in each direction through its intersection with Haven Street and Ash Street and two travel lanes in each direction through its intersection with Washington Street. Parking is permitted along each side of the roadway. Sidewalks are present along its entire length.

Washington Street is classified as an Urban Collector between High Street and Village Street and as a Local Road between High Street and Woburn Street. Washington Street is under Town of Reading jurisdiction along its entire length. It runs in a general east-west direction between Village Street and Prescott Street, and then runs in a north-south direction. Washington Street is a two- lane, two-way roadway that spans approximately 0.75 miles. Washington Street has an approximate curb-to-curb width of 24 feet within the study area. Parking is prohibited on both sides of the roadway and sidewalks are provided on both sides of the roadway within the study area.

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Green Street is classified as a Local Road under Town of Reading jurisdiction. It is a two-way roadway from Main Street to Eaton Street and a one-way street in the westbound direction from Main Street to High Street. Green Street is approximately 0.6 miles in length. Parking is permitted on both sides of the roadway east of Main Street and permitted on the north side of the roadway west of Main Street. There are multiple residences along the roadway. There are sidewalks present sporadically on both sides of Green Street east of Main Street and along the north side of the roadway west of Main Street. There is no posted speed limit on Green Street.

Elliott Street is classified as a Local Road under Town of Reading jurisdiction. Elliott Street is a two-way roadway that runs in an approximate north-south direction and spans from Washington Street to Haven Street. Within the study area, parking is permitted on both sides of the roadway. Sidewalks are provided sporadically on both sides of the roadway along its entire length.

A3. STUDY INTERSECTIONS

Of the three study intersections, one is signalized and two are unsignalized. Figure A2 shows the study intersections of the Project.

The intersection of Main Street at Green Street is an unsignalized intersection located approximately 300 feet north of the intersection of Main Street at Washington Street. Main Street approaches from both the north and the south and Green Street is one-way in the westbound direction west of the intersection and two-way east of the intersection. There are two travel lanes and two departure lanes in the northbound direction and one travel lane and one departure lane in the southbound direction along Main Street. East of the intersection, Green Street has one approach lane and one departure lane. West of the intersection, Green Street has one departure lane away from the intersection. There are crosswalks present across Green Street on both sides of the intersection and across Main Street north of the intersection. There are no bicycle facilities at any approach to the intersection. Sidewalks are present at all approaches to the intersection.

The intersection of Main Street (Route 28) at Washington Street is a four-way, signalized intersection. Main Street runs north-south through the intersection and Washington Street runs east-west through the intersection. Main Street carries two approach lanes and two departure lanes in each direction. Washington Street carries an exclusive left-turn lane and a through/right-turn lane in the eastbound direction and one left-turn/through/right-turn lane in the westbound direction. Main Street southbound receives a leading left-turn green arrow and Main Street northbound receives a lagging left-turn green arrow. Washington Street eastbound receives a leading left-turn green arrow prior to the westbound movement. There is an exclusive pedestrian phase with crosswalks provided across each approach. Sidewalks are also present at each approach to the intersection.

The intersection of Green Street at Elliott Street is a four-way, unsignalized intersection with all movements under STOP-control. Green Street approaches the intersection from the east and west and Elliott Street is a two-way roadway that runs in an approximate north-south direction. Each 8 467 Main Street Redevelopment 467 MAIN STREET REDEVELOPMENT

approach carries one travel lane and one departure lane. There are no designated bicycle facilities on either roadway. There are sidewalks present at the northeast and southeast corners with no crosswalks across any approach.

A4. MULTI-MODAL TRANSPORTATION

Pedestrian and Bicycle Facilities

DCI undertook a field inventory of pedestrian and bicycle facilities within the study area. The field inventory consisted of a review of the location of sidewalks and crossing locations for pedestrians along all study roadways and at all study intersections. The field inventory also reviewed all existing and planned bicycle facilities within the study area. There are sidewalks currently provided along Main Street and Washington Street and are located sporadically on both sides of Green Street and Elliott Street. There are marked crosswalks across all four legs at Main Street and Washington Street, three of the four legs at Main Street and Green Street, and are not present at Green Street and Elliott Street. Wheelchair ramps are provided at each of the marked pedestrian crossings within the study area.

Formal bicycle facilities were not identified within the study area. There are bicycle detectors on the roadway along Main Street southbound at its intersection with Washington Street. However, no street within the study area has on-street pavement markings for bicycle movements.

Massachusetts Bay Transportation Authority (MBTA)

The MBTA services the study area with bus routes 136/137, Reading Depot – Malden Station, which provides service from Reading Depot to Wakefield Square, Franklin Square, Oak Grove Station (on the MBTA Orange Line), and Malden Station (on the MBTA Orange Line). The closest stop to the Project site is located at the intersection of Lincoln Street/Prescott Street, adjacent to the Reading Depot Station, approximately ¼-mile from the Project site.

The MBTA operates the Haverhill Line on the Commuter Rail, and there is a stop at Reading Depot, which is approximately ¼-mile from the Project site at the intersection of Lincoln Street/Prescott Street. The Haverhill Line connects Reading to points both north and south, as well as to North Station in Boston. The public transportation schedules and fare information is provided in Appendix B.

9 467 Main Street Redevelopment ELLIOTT STREET

MAIN STREET

GREEN STREET

WASHINGTON STREET

MAIN STREET

DATE: OCT. 2017 DCI PROJECT: 2017-097 1

3 PROJECT SITE

2 Legend Study Intersection

Counting Tube (ATR)

1. Main Street (Route 28) at Green Street 2. Main Street (Route 28) at Washington Street 3. Green Street at Elliott Street 467 MAIN STREET REDEVELOPMENT

B. TRAFFIC VOLUME

B1. EXISTING TRAFFIC COUNTS

DCI contracted with Accurate Counts to collect turning movement counts in October 2017. In order to provide accurate analysis for separate peak hours during the day, Accurate Counts collected data during both morning (7am to 9am) and evening (4pm to 6pm) peak periods for all study intersections on a typical Wednesday. The traffic counts included cars, heavy vehicles, pedestrians, and bicycles. Existing pedestrian volumes can be found in Figure B1 and existing bicycle volumes can be found in Figure B2.

In compliance with MassDOT Transportation Impact Assessment (TIA) Guidelines, Accurate Counts collected Automatic Traffic Recorder (ATR) data through two consecutive days during a Wednesday to Thursday period in October 2017. The ATR data included traffic volume data, vehicular speed data, and vehicle classification data. The counts are summarized in 15-minute, hourly, and daily intervals. Data was collected at the following location:

• Main Street (Route 28) between Green Street and Washington Street

The collected ATR data is summarized in Table B1. As indicated in Table B1, the average weekday daily traffic on Main Street is approximately 15,307 vehicles. Complete traffic count data is provided in Appendix A.

Table B1: ATR Volume Summary 85th Percentile Weekday AM Peak Hour Weekday PM Peak Hour Location ADT1 Speed Volume2 K3 Peak Direction Volume2 K3 Peak Direction Main Street between 29 MPH NB Green Street and 15307 & 1155 8% 63.2% NB 1246 8% 63.8% SB Washington Street 25 MPH SB ADT1: Average Daily Traffic (in vehicles); Volume2: Traffic during the peak hour (in vehicles); K3: The percent of Average Daily Traffic occurring during the peak hour

B2. SEASONAL ADJUSTMENT

As per the MassDOT Traffic and Safety Engineering 25% Design Submission Guidelines, a seasonal factor was calculated to adjust the traffic counts to reflect average annual daily traffic conditions. By calculating monthly volumes from MassDOT Permanent Counting Station 407 on Main Street (Route 28) in Stoneham and from Permanent Counting Station 5127 on Route 125 in Andover, it was determined that traffic levels in the vicinity of the Project site are, on average, 8.13% higher in October when compared to the average monthly rate. In order to be more conservative, no adjustment was made to the existing traffic volumes. The existing peak hour traffic volumes are shown in Figures B3 and B4. The detailed seasonal adjustment has been attached in Appendix C.

12 467 Main Street Redevelopment Note: Imbalances exist due to numerous curb cuts that are not shown.

MAIN ST

MAIN ST

WASHINGTON ST WASHINGTON GREEN ST GREEN

Legend ELLIOTT ST ELLIOTT DATE: NOV. 2017 AM(PM) Existing Pedestrian Volumes DCI PROJECT: 2017-097 Note: Imbalances exist due to numerous curb cuts that are not shown.

MAIN ST

MAIN ST

WASHINGTON ST WASHINGTON GREEN ST GREEN

Legend ELLIOTT ST ELLIOTT DATE: NOV. 2017 AM(PM) Existing Bicycle Volumes DCI PROJECT: 2017-097 Note: Imbalances exist due to numerous curb cuts that are not shown.

MAIN ST

MAIN ST

WASHINGTON ST WASHINGTON

GREEN ST GREEN ELLIOTT ST ELLIOTT Legend DATE: NOV. 2017 AM Existing Peak Hour Volumes DCI PROJECT: 2017-097 Note: Imbalances exist due to numerous curb cuts that are not shown.

MAIN ST

MAIN ST

WASHINGTON ST WASHINGTON

GREEN ST GREEN ELLIOTT ST ELLIOTT Legend DATE: NOV. 2017 AM Existing Peak Hour Volumes DCI PROJECT: 2017-097 467 MAIN STREET REDEVELOPMENT

B3. NO-BUILD CONDITIONS

Traffic volumes in the study area were projected to the year 2024, which reflects a seven-year planning horizon from the existing year 2017, consistent with MassDOT’s Traffic Impact Assessment (TIA) Guidelines. The traffic conditions for the year 2024 under No-Build conditions were examined independent of the proposed Project, including all existing traffic and new traffic.

Traffic growth occurs due to land development in the immediate area and the surrounding region. Two methods are typically employed to estimate this growth. The first method identifies planned and permitted developments in the vicinity of the study area. For these specific developments, traffic estimates are generated and assigned to the study network. The second method is to use an annual percentage increase in traffic growth, which is applied to all traffic volumes under study. This method generally covers traffic growth due to regional developments outside the study area or developments that are proposed but not yet permitted. Both methods were used and summed together with the existing traffic counts to define the “No-Build” traffic volumes for this study.

Background Developments

DCI has coordinated with the Planning Board of the Town of Reading and the Central Transportation Planning Staff to determine if there are any upcoming projects in the area will have an impact on the traffic network. It was concluded that there are four projects (noted below) that are planned or in construction within the study area that will affect traffic operations in the future. The trips from the redevelopment of the old Post Office were not included in this report due to the fact that the new development will be creating less trips than the existing use. Due to this, a TIAS was not undertaken for the new development. Trips from the four noted projects were included in the No-Build scenario and a summary of their trips can be found in the figures in Appendix D.

• Reading Woods on Jacobs Way – 424 residential condominiums • Schoolhouse Commons at 172 Woburn Street – 20 residential units • Reading Village at Prescott Street and Lincoln Street – 77 residential units • 24 Gould Street Redevelopment – 57 residential units and 3,705 s.f. of retail

Regional Growth Rate

Based on discussions with the Boston Region Metropolitan Planning Organization known as the Central Transportation Planning Staff (CTPS), and traffic volume data compiled from MassDOT count stations, an annual traffic growth rate for the area of Reading that the Project site is located was provided. A 0.18 percent compounded annual growth rate was provided by the CTPS to account for general background traffic growth and development by others not yet identified. This number is based on the CTPS Long Range Transportation Plan published in 2011, and updated in 2013. The 0.18 percent growth rate was verified by the Director of Technical Services at MAPC in conjunction with the Travel Model Development and Transportation Systems Analysis divisions. However, after discussions with the Town Planner for the Town of Reading, it was determined that a 1.0% growth rate is more appropriate for the area. Based on these discussions, the 1.0 percent annual growth rate was applied to project all existing volumes to a seven year design horizon, to the year 2024. 17 467 Main Street Redevelopment Note: Imbalances exist due to numerous curb cuts that are not shown.

MAIN ST

MAIN ST

WASHINGTON ST WASHINGTON

GREEN ST GREEN ELLIOTT ST ELLIOTT Legend DATE: NOV. 2017 AM No-Build Peak Hour Volumes DCI PROJECT: 2017-097 Note: Imbalances exist due to numerous curb cuts that are not shown.

MAIN ST

MAIN ST

WASHINGTON ST WASHINGTON

GREEN ST GREEN ELLIOTT ST ELLIOTT Legend DATE: NOV. 2017 PM No-Build Peak Hour Volumes DCI PROJECT: 2017-097 467 MAIN STREET REDEVELOPMENT

B4. SITE-GENERATED TRIPS

Preliminary Trip Generation

The base trip generation rates used for the proposed Project were taken from the Trip Generation Manual, 9th Edition published by the Institute of Transportation Engineers (ITE) in 2012. Land Use Code (LUC) 220 – Apartments and LUC 826 – General Retail were used, for 30 residential units and up to 2,860 square feet of retail, respectively. Table B2 and Table B3 show the proposed site-generated trips estimate for each land use of the proposed Project. The estimated trips for each land use are summarized in Table B4.

Table B2: Trip Generation Calculations - Proposed Dwelling Units Land Use Code: 220 Apartments Weekday AM PM Daily Peak Hour Peak Hour Dwelling Units 30 30 30 Average Trip Generation Rate 0.51 0.62 6.65 Total Trips 15 19 200 Entering% 20% 65% 50% Exiting% 80% 35% 50% Entering Trips 3 12 100 Exiting Trips 12 7 100

Table B3: Trip Generation Calculations – Proposed Retail Space Land Use Code: 826 General Retail AM PM Weekday Peak Hour* Peak Hour* Daily

Size (per 1000 square feet) 2.860 2.860 2.860 Average Trip Generation Rate 6.84 5.02 44.32 Total Trips 20 14 126 Entering% 48% 56% 50% Exiting% 52% 44% 50% Entering Trips 10 8 63 Exiting Trips 10 6 63 *Standard practice is to use the “Peak Hour of Adjacent Street” rate. However, for LUC 826, that rate only exists for the PM Peak Period. For the AM Peak Period, the “Peak Hour of Generator” rate was used. For consistency, in the PM Peak Period, “Peak Hour of Generator” was used in lieu of “Peak Hour of Adjacent Street” to provide a more conservative estimate of the number of generated trips.

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Table B4: Trip Generation Calculations - Summary Weekday AM PM Daily Peak Hour Peak Hour Total Trips 35 33 326 Entering Trips 13 20 163 Exiting Trips 22 13 163

As shown in Table B4, the proposed Project is expected to generate 35 trips during the morning peak hour, 33 trips during the evening peak hour, and 326 trips during a typical weekday. These trip rates are unadjusted and will be adjusted in the subsequent sections.

Census Tract Data

ITE’s Trip Generation methods are typically based on data from suburban developments with no nearby public transportation service and no appreciable share of people walking or bicycling to or from the site. This Project site is located approximately ¼-mile from the Reading Depot Commuter Rail Station. Commuting characteristics were analyzed from the 2011-2015 American Community Survey 5-Year Estimates. The site is located on the border of Census Tracts 3342 and 3344 in Reading. As such, both Census Tracts were analyzed as part of this study. The data shows that, on average, 83.4% of residents travel to work via motor vehicle, 10.75% commute via public transportation, and 5.85% commute via other modes. Although the Project site will be situated in close vicinity to Reading Depot on the Commuter Rail, a 100% vehicle-use was assumed after discussions with the Town of Reading, thus providing a conservative analysis. The carpool percentage was assumed to be the average of the two Census Tracts. Table B5 shows the mode share data for Census Tract 3342, Census Tract 3344, and the average of the two Census Tracts as compared to the mode share percentages used for analysis.

Table B5: Mode Share Data Comparison

MEANS OF TRANSPORTATION TO WORK Census Census Average of Used for Tract 3342 Tract 3344 Census Tracts Project Car, truck, or van 81.0% 85.8% 83.4% 100.0% Drove alone 76.5% 81.1% 78.8% 95.4% Carpooled: 4.4% 4.7% 4.6% 4.6% In 2-person carpool 4.4% 3.2% 3.8% 3.8% In 3-person carpool 0.0% 0.9% 0.5% 0.5% In 4 person carpool 0.0% 0.6% 0.3% 0.3% Public transportation (excluding taxicab) 12.0% 9.5% 10.75% 0.0% Walked 3.7% 0.9% 2.3% 0.0% Bicycle 0.0% 0.0% 0.0% 0.0% Other means 0.1% 1.0% 0.55% 0.0% Worked at home 3.2% 2.8% 3.0% 0.0%

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The ITE Trip Generation Handbook, 3rd Edition includes an Average Vehicle Occupancy (AVO) for residential buildings. According to the Trip Generation Handbook, LUC 220 already accounts for an AVO of 1.1 for all trips. Consequently, the base trips for this Project had to be adjusted to account for this. However, for LUC 826, no AVO is given. Based on the modal split data above, an AVO rate of 1.057 persons per vehicle was calculated. For the purpose of this Project, the base trips using LUC 220 were adjusted by the ITE AVO and then further adjusted using the local modal split AVO. For LUC 826, no AVO was provided in the Trip Generation Handbook and it was assumed that all generated trips were single-occupant trips. The resulting trips for each land use were then summed together. The US Census Journey to Work data that was used for comparison is attached in Appendix E.

Trip Generation Summary

As described above, adjustments were made to the base trips using US Census Tract data. By assuming 100% vehicle usage, the vehicle traffic associated with this Project provides a conservative analysis. The resulting vehicular traffic on the surrounding roadways were estimated and are summarized in Table B6.

Table B6: Adjusted Trip Generation Summary AM PM Weekday Summary Peak Hour Peak Hour Daily Base Trips 35 33 326 Total Person-Trips 37 35 346 Total Person-Vehicle-Trips 37 35 346 Total Vehicle-Trips 36 34 334 Entering Vehicle-Trips 13 21 167 Exiting Vehicle-Trips 23 13 167

As indicated in Table B6, the Project is expected to generate 36 vehicle-trips during the weekday morning peak hour, 34 vehicle-trips during the weekday evening peak hour and, 334 vehicle-trips during a typical weekday. These trips are based on the adjusted mode split from the Census Data.

Additionally, there is currently an on-site auto repair shop, which used to operate as a gas station, which currently is generating vehicle-trips and will be demolished for the proposed Project. DCI counted the number of entering and existing trips during both the morning and evening peak hours and those trips were deducted from the proposed Project-generated trips. Consequently, DCI developed a net new number of vehicle-trips during the morning and evening peak hours. Trip Generation data for the existing land uses can be found in Table B7, and the net new number of vehicle-trips can be seen in Table B8.

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Table B7: Existing Vehicle-Trips Commercial Property

Empirical Data AM PM Peak Hour Peak Hour Number of Uses 1 1 Total Vehicle-Trips 3 4 Entering% 100% 75% Exiting% 0% 25% Entering Trips 3 3 Exiting Trips 0 1

Table B8: Net New Vehicle-Trips AM PM Adjusted Trips Peak Hour Peak Hour Existing Vehicle-Trips 3 4 Proposed Vehicle-Trips 36 34 Net Vehicle-Trips 33 30 Net Entering Vehicle-Trips 9 18 Net Exiting Vehicle-Trips 24 12

As shown in Table B8, it is expected that the Project will generate 33 net new vehicle-trips during the morning peak hour and 30 net new vehicle-trips during the evening peak hour. This results in approximately one trip every two (2) minutes during the peak hours.

B5. TRIP DISTRIBUTION AND TRIP ASSIGNMENT

DCI estimated the trip distribution of Project-generated traffic from the site into the study area. This estimation is based on the existing traffic volumes that were collected at the study intersections combined with the entering and exiting percentages found in the ITE Trip Generation Manual, 9th Edition.

This methodology is consistent with the mixed-use nature of this Project and commuter traffic patterns during the peak hours. The trip distribution is shown in Figures B7 and B8 for this Project and site-generated trips are shown graphically in Figure B9 and B10.

B6. BUILD CONDITIONS

In order to analyze future traffic conditions following the completion of the 467 Main Street mixed-use Project in Reading, the Build Scenario traffic volumes were calculated. The No-Build traffic volumes (Figures B5 and B6) were summed with the calculated site-generated trips (Figures B9 and B10), and the resulting Build volumes are shown in Figures B11 and B12. These volumes were used to carry out intersection capacity analysis for future Build conditions. 23 467 Main Street Redevelopment MAIN ST

MAIN ST

PROJECT SITE

WASHINGTON ST WASHINGTON

GREEN ST GREEN ELLIOTT ST ELLIOTT Legend DATE: NOV. 2017 (OUT OF THE SITE) (INTO THE SITE) AM Trip Distribution AM Trip Distribution DCI PROJECT: 2017-097 MAIN ST

MAIN ST

PROJECT SITE

WASHINGTON ST WASHINGTON

GREEN ST GREEN ELLIOTT ST ELLIOTT Legend DATE: NOV. 2017 PM Trip Distribution PM Trip Distribution (OUT OF THE SITE) (INTO THE SITE) DCI PROJECT: 2017-097 MAIN ST

MAIN ST

PROJECT SITE

WASHINGTON ST WASHINGTON

GREEN ST GREEN ELLIOTT ST ELLIOTT Legend DATE: NOV. 2017 AM Site-Generated Trips DCI PROJECT: 2017-097 MAIN ST

MAIN ST

PROJECT SITE

WASHINGTON ST WASHINGTON

GREEN ST GREEN ELLIOTT ST ELLIOTT Legend DATE: NOV. 2017 PM Site-Generated Trips DCI PROJECT: 2017-097 Note: Imbalances exist due to numerous curb cuts that are not shown.

MAIN ST

MAIN ST

PROJECT SITE

WASHINGTON ST WASHINGTON

GREEN ST GREEN ELLIOTT ST ELLIOTT Legend DATE: NOV. 2017 AM Build Peak Hour Volumes DCI PROJECT: 2017-097 Note: Imbalances exist due to numerous curb cuts that are not shown.

MAIN ST

MAIN ST

PROJECT SITE

WASHINGTON ST WASHINGTON

GREEN ST GREEN ELLIOTT ST ELLIOTT Legend DATE: NOV. 2017 PM Build Peak Hour Volumes DCI PROJECT: 2017-097 467 MAIN STREET REDEVELOPMENT

C. SAFETY ANALYSIS

C1. CRASH DATA AND ANALYSIS

Crash data from MassDOT for years 2013 through 2015 was reviewed for each study intersection. This data represents the most recent three (3) years of data available through the MassDOT crash database. The MassDOT crash records offered the following information:

• Crash Location (General or Specific) / Direction of vehicle(s) • Date / Time • Roadway surface conditions / Light conditions / Weather conditions • Crash Severity / Manner of Collision

While it may be assumed that all relevant crash attributes should be reported and provided in recordkeeping, a portion of the individual crash records have only partial information available. Among various reasons for this, missing crash information might be attributed to the type of police reports filled out and provided to MassDOT.

Locations of the crashes in the area of the study intersections were general and approximated in many cases. This lack of specificity can sometimes hinder the engineer’s ability to identify statistically significant trends and diagnose potential safety problems. However, combined with engineering judgement, the synthesized data has yielded a summary of crashes that may be used to speculate on a variety of general crash patterns. The results of the State crash analysis are summarized in Table C1. Detailed crash analysis worksheets for each intersection for years 2013 to 2015 are contained in Appendix F.

Table C1: MassDOT Intersection Crash Summary Main Street Main Street (Route 28) at Green Street at (Route 28) at Washington Elliott Street Green Street Street Crash Severity Property Damage Only 6 27 0 Non-fatal Injury 0 2 0 Fatal Injury 0 0 0 Not Reported, Unknown 0 1 0 Total 6 30 0 Manner of Collision Sideswipe, Same Direction 1 3 0 Sideswipe, Opposite Direction 0 6 0 Angle 5 12 0 Rear-end 0 9 0 Head-on 0 0 0 Single Vehicle 0 0 0 Other, not reported 0 0 0 Total 6 30 0 Crash Averages Avg. Crashes per Year 2.00 10.00 0.00 Avg. Crash Rate (per MEV) 0.38 1.23 0.00 30 467 Main Street Redevelopment 467 MAIN STREET REDEVELOPMENT

Table C1 is summarized below and any notable trends or statistics from each intersection are pointed out.

The intersection of Main Street (Route 28) at Green Street had six (6) reported crashes according to the MassDOT crash database during the three year period from 2013 to 2015. All six (6) crashes resulted in property damage only. Of the six crashes, one (1) was a sideswipe in the same direction and five (5) were angled collisions. The intersection averaged 2.00 crashes per year and had crash rate of 0.38 crashes per million entering vehicles (MEV), which is below both the District 4 and Statewide averages for unsignalized intersections.

The intersection of Main Street (Route 28) at Washington Street had thirty (30) reported crashes according to the MassDOT crash database during the three year period from 2013 to 2015. Twenty- seven (27) of these crashes resulted in property damage only, two (2) resulted in non-fatal injuries, and one (1) had an unreported severity. Three (3) were sideswipes in the same direction, six (6) were sideswipes in the opposite direction, twelve (12) were angled crashes, and nine (9) were rear- end crashes. This resulted in 10.00 crashes per year and a crash rate of 1.23 crashes per MEV, which is above the District 4 and Statewide averages for signalized intersections. This intersection has been noted by MassDOT as a Top 200 crash location. Additionally, only ten (10) crashes occurred during both the morning and evening peak hours combined, and there were no fatal crashes. A collision diagram of all crashes at the intersection is attached in Appendix F.

The intersection of Green Street at Elliott Street had zero (0) reported crashes according to the MassDOT crash database during the three year period from 2013 to 2015. This results in 0.00 crashes per year and a crash rate of 0.00 crashes per million entering vehicles (MEV), which is below the District 4 and Statewide averages for unsignalized intersections.

Of the three study intersections analyzed as part of this study, one (1) intersection has a crash rate above the District 4 and Statewide averages. However, there were no fatal crashes at this intersection and a majority of crashes occurred outside of peak hours. The above average crash rate is due to existing geometrical and signal conditions and the proposed Project will not be compounding any safety issues that may already exist. As such, there are no salient safety issues that require mitigation as part of this traffic study.

C2. SIGHT DISTANCE ANALYSIS

Green Street was evaluated for available stopping sight distance (SSD) and the location of the proposed site driveway along Green Street was evaluated for available intersection sight distance (ISD). The American Association of State Highway and Transportation Officials (AASHTO) intersection sight distance requirements for various vehicle speeds are shown in Table C4.

31 467 Main Street Redevelopment 467 MAIN STREET REDEVELOPMENT

Table C4: AASHTO Minimum Recommended Stopping Sight Distances and Intersection Sight Distances Design Speed Stopping Sight Distance Intersection Sight Distance for Intersection Sight Distance for (mph) (ft) Left-Turn Manuevers (ft) Right-Turn/Cross Manuevers (ft) 15 80 170 145 20 115 225 195 25 155 280 240 30 200 335 290 35 250 390 335 40 305 445 385 45 360 500 430 50 425 555 480

As there is no posted speed limit on Green Street, the speed limit is set at 30 miles per hour as per Article 6.24 of the Reading Zoning Bylaws The required stopping sight distance along Green Street is 200 feet. For the right-turn maneuver, looking left from the proposed driveway, the required sight distance is 290 feet. For the left-turn maneuver, looking right from the proposed driveway, the required sight distance is 335 feet. Based on on-site measurements, the available sight distances along Green Street and at the proposed Green Street driveway is shown in Table C5.

Table C5: Measured Sight Distances at Proposed Green Street Driveway Stopping Sight Distance Intersection Sight Distance for Intersection Sight Distance for (ft) Left-Turn Manuevers (ft) Right-Turn/Cross Manuevers (ft) Required at 30 mph 200 335 290 Measured On-Site > 500 410 305

As seen in Table C5, the measured stopping sight distance along Green Street was measured to be greater than 500 feet. The intersection sight distance for the left-turn maneuver from the proposed driveway is approximately 410 feet and the measured ISD for the right-turn maneuver from the proposed driveway is approximately 305. Additionally, there is an intersection that is approximately 75 feet to the west of the driveway. The intersection is visible from the proposed driveway, allowing exiting vehicles to see vehicles turning onto Green Street. Consequently, with all sight distances exceeding the minimum requirements set forth by AASHTO, there are no salient safety issues with regards to the location of the proposed driveway along Green Street.

D. INTERSECTION CAPACITY ANALYSIS

D1. TRAFFIC ANALYSIS CRITERIA

According to the TIA Guidelines set forth by MassDOT, both signalized intersection capacity analyses and stop- and yield-controlled intersection capacity analyses should be used for traffic impact studies. The Highway Capacity Manual (HCM) published by the Transportation Research Board provides methodologies on how to calculate motor vehicle Level of Service (LOS), average delay, and volume-to-capacity ratios. Those terms are commonly used to measure performance

32 467 Main Street Redevelopment 467 MAIN STREET REDEVELOPMENT

levels for freeway sections, ramp junctions, weave sections, and intersections, both signalized and unsignalized.

Level of Service (LOS) is a term used to denote different operating conditions that occur under various traffic volume loads. It is a qualitative measure of the effect of a number of factors including geometrics, speed, travel delay, freedom to maneuver, and safety. The LOS is divided into a range of six letter grades, ranging from A to F, with A being the best and F the worst. An LOS of F is generally considered to be inadequate traffic operation in suburban and urban areas. The delay ranges differ slightly between unsignalized and signalized intersections due to driver expectations and behavior for each LOS. Table D1 summarizes the LOS criteria.

Table D1: Intersection LOS Thresholds Signalized Unsignalized LOS Control Delay Control Delay (sec/veh) (sec/veh) A 0-10 0-10 B >10-20 >10-15 C >20-35 >15-25 D >35-55 >25-35 E >55-80 >35-50 F >80 >50

Source: 2010 Highway Capacity Manual

In this study, intersection performance measures were calculated in the form of volume to capacity (v/c) ratio, average intersection delay, 95th percentile queue lengths, level-of-service (LOS) of overall intersection operations, and the LOS for each approach. Synchro 9.0 was the software used to execute the intersection analysis. Synchro 9.0, a software program from Trafficware, uses the methodologies and thresholds outlined within the HCM. This is the preferred/recommended software of MassDOT. Traffic volume represents the travel demand observed and capacity represents the amount of traffic the intersection can accommodate under prevailing conditions. Volume to capacity ratios that approach or exceed 1.0 indicate traffic congestion or poor operating conditions.

Three types of Synchro reports were created to analyze and compare intersection performance in this study:

• Main report – “Int: Lanes, Volumes, Timings”, • Queuing Analysis Report • HCM Signalized/Unsignalized Report.

For signalized intersections, LOS is defined in terms of delay, which is a measure of driver discomfort and frustration, fuel consumption, and lost travel time. For unsignalized intersections, the analysis assumes that the traffic on the mainline is not affected by traffic on the side street. The LOS for each movement is calculated by determining the length of gaps that are available in the conflicting traffic stream. The 95th percentile queue lengths are estimated. 33 467 Main Street Redevelopment 467 MAIN STREET REDEVELOPMENT

D2. EXISTING CONDITIONS INTERSECTION ANALYSIS

The study intersections were analyzed using existing traffic conditions during the weekday morning and weekday evening peak hours. Existing intersection lane configurations, signal timing, and traffic control were modelled the same as the current traffic operations. STOP-controlled intersections were also replicated. The results of the 2017 Existing conditions analysis are shown in Table D2. Detailed capacity analysis worksheets are included in Appendix G.

Table D2: 2017 Existing Conditions LOS 2017 Existing Conditions East-West North-South ID Lane AM Peak Hour PM Peak Hour Road Road v/c 1 Delay 2 LOS 3 Queue 4 v/c 1 Delay 2 LOS 3 Queue 4 WB LTR 1.05 >120 F 239 0.27 20.5 C 26 Main Street NB LTR 0.09 0.3 A 1 0.14 0.3 A 1 1* Green Street (Route 28) SB LTR 0.01 0.3 A 1 0.02 0.5 A 1 Overall ------EB L 0.11 20.9 C 35 0.36 24.6 C 108 EB TR 0.37 23.3 C 163 0.56 29.2 C 426 Washington Main Street WB LTR 1.23 >120 F #587 0.98 83.3 F #523 2 Street (Route 28) NB LTR 0.73 29.5 C 222 0.89 40.4 D 396 SB LTR 0.73 27.6 C 308 0.68 30.1 C 224 Overall 58.7 E 41.5 D EB LTR 0.03 7.4 A -- 0.06 7.3 A -- WB LTR 0.22 8.3 A -- 0.07 7.3 A -- 3* Green Street Elliott Street NB LTR 0.09 8.0 A -- 0.04 7.3 A -- SB LTR 0.05 7.6 A -- 0.05 7.3 A -- Overall ------1 v/c = volume-to-capacity ratio; 2 Delay = average delay in seconds per vehicle; 3 LOS = Level of Service; 4 Queue = 95th percentile queue length, # = volume for 95th percentile cycle exceeds capacity. If the v/c for this movement is less than 1.0, the 95th percentile queue will rarely be exceeded. Queue shown is maximum after two cycles; * Intersection operates under Stop control; R = right-turn movement, L = left-turn movement, T = through movement; WB = westbound, EB = eastbound, NB = northbound, SB = southbound, NE = northeast-bound, SE = southeast-bound, SW = southwest-bound, NW = northwest-bound

As shown in Table D2, a majority of movements operate below capacity and at acceptable levels or service. There are three movements combined between the morning and evening peak hours that operate at an LOS F. It is important to note that the signalized intersection of Main Street (Route 28) at Washington Street has an exclusive pedestrian phase, which causes an increase in delay for all motor vehicles.

D3. NO-BUILD CONDITIONS INTERSECTION ANALYSIS

The study intersections were analyzed for No-Build peak hour traffic conditions during the weekday morning and evening peak hours. For all study intersections, existing traffic control and lane configuration was maintained during the 2024 No-Build analysis. The results of this analysis are shown in Table D3. Detailed capacity analysis worksheets are included in Appendix G.

34 467 Main Street Redevelopment 467 MAIN STREET REDEVELOPMENT

Table D3: 2024 No-Build Conditions LOS 2024 No-Build Conditions East-West North-South ID Lane AM Peak Hour PM Peak Hour Road Road v/c 1 Delay 2 LOS 3 Queue 4 v/c 1 Delay 2 LOS 3 Queue 4 WB LTR 1.34 >120 F 338 0.35 25.7 D 37 Main Street NB LTR 0.10 0.4 A 2 0.16 0.3 A 1 1* Green Street (Route 28) SB LTR 0.01 0.3 A 1 0.02 0.5 A 1 Overall ------EB L 0.14 24.3 C 42 0.45 29.8 C 129 EB TR 0.44 27.6 C 207 0.66 35.6 D #564 Washington Main Street WB LTR 1.44 >120 F #722 1.21 >120 F #655 2 Street (Route 28) NB LTR 0.75 29.6 C 259 0.90 41.1 D 460 SB LTR 0.73 26.8 C 343 0.68 29.1 C 251 Overall 80.6 F 54.1 D EB LTR 0.04 7.5 A -- 0.07 7.3 A -- WB LTR 0.23 8.4 A -- 0.08 7.4 A -- 3* Green Street Elliott Street NB LTR 0.10 8.1 A -- 0.05 7.4 A -- SB LTR 0.05 7.7 A -- 0.05 7.3 A -- Overall ------1 v/c = volume-to-capacity ratio; 2 Delay = average delay in seconds per vehicle; 3 LOS = Level of Service; 4 Queue = 95th percentile queue length, # = volume for 95th percentile cycle exceeds capacity. If the v/c for this movement is less than 1.0, the 95th percentile queue will rarely be exceeded. Queue shown is maximum after two cycles; * Intersection operates under Stop control; R = right-turn movement, L = left-turn movement, T = through movement; WB = westbound, EB = eastbound, NB = northbound, SB = southbound, NE = northeast-bound, SE = southeast-bound, SW = southwest-bound, NW = northwest-bound

It is expected that any movements that operate at an LOS F during the Existing Conditions will continue through the No-Build Conditions with the addition of higher volumes. The increase in traffic volume is also leads to an increase in delay, and potentially LOS, for many movements and overall intersections. The expected impact due specifically to the new proposed development at 467 Main Street is reflected in the changes from the 2024 No-Build to the 2024 Build scenarios.

D4. BUILD CONDITIONS INTERSECTION ANALYSIS

The study intersections were analyzed for Build peak hour traffic conditions during the weekday morning and evening peak hours. For all study intersections, existing traffic control and lane configuration was maintained during the 2024 Build analysis. Additionally, the proposed driveway along Green Street was included in the Build analysis, which is assumed to operate under STOP- control. The results of this analysis are shown in Table D4. Detailed capacity analysis worksheets are included in Appendix G.

35 467 Main Street Redevelopment 467 MAIN STREET REDEVELOPMENT

Table D4: 2024 Build Conditions LOS 2024 Build Conditions East-West North-South ID Lane AM Peak Hour PM Peak Hour Road Road v/c 1 Delay 2 LOS 3 Queue 4 v/c 1 Delay 2 LOS 3 Queue 4 WB LTR 1.52 >120 F 415 0.39 27.6 D 44 Main Street NB LTR 0.10 0.4 A 2 0.16 0.3 A 1 1* Green Street (Route 28) SB LTR 0.01 0.4 A 1 0.02 0.6 A 2 Overall ------EB L 0.14 24.4 C 42 0.46 29.9 C 130 EB TR 0.45 27.7 C 208 0.66 35.6 D #566 Washington Main Street WB LTR 1.45 >120 F #723 1.21 >120 F #657 2 Street (Route 28) NB LTR 0.75 29.5 C 259 0.91 41.2 D 462 SB LTR 0.74 26.8 C 344 0.68 29.2 C 251 Overall 80.7 F 54.2 D EB LTR 0.04 7.6 A -- 0.08 7.4 A -- WB LTR 0.25 8.5 A -- 0.09 7.5 A -- 3* Green Street Elliott Street NB LTR 0.10 8.2 A -- 0.05 7.5 A -- SB LTR 0.06 7.7 A -- 0.06 7.4 A -- Overall ------EB LTR 0.01 0.0 -- 0 0.03 0.0 -- 0 Proposed Site WB LTR 0.01 0.4 A 0 0.01 1.2 A 1 4* Green Street Driveway NB LTR 0.03 9.6 A 2 0.01 9.0 A 1 Overall ------1 v/c = volume-to-capacity ratio; 2 Delay = average delay in seconds per vehicle; 3 LOS = Level of Service; 4 Queue = 95th percentile queue length, # = volume for 95th percentile cycle exceeds capacity. If the v/c for this movement is less than 1.0, the 95th percentile queue will rarely be exceeded. Queue shown is maximum after two cycles; * Intersection operates under Stop control; R = right-turn movement, L = left-turn movement, T = through movement; WB = westbound, EB = eastbound, NB = northbound, SB = southbound, NE = northeast-bound, SE = southeast-bound, SW = southwest-bound, NW = northwest-bound

Compared with Table D3 in the previous section, Table D4 illustrates minimal changes in delay from the No-Build to Build condition. Any increases in delay are expected due to the increase in traffic volumes. However, there are zero (0) movements that decline in Level of Service (LOS) from the No-Build to Build conditions. When analyzing the proposed driveway and its intersection with Green Street, it is expected to operate at an LOS A, with minimal delay. As such, the proposed Project is expected to have minimal impact on the surrounding traffic network.

CONCLUSION

This Traffic Impact & Access Study (TIAS) was prepared to analyze the traffic impact of the redevelopment Project at 467 Main Street in Reading. Currently, the site is a former gas station that is now an operational auto repair shop. The proposed Project will raze the existing site and construct one building with up to 2,860 square feet of retail space and 30 residential units. A total of 35 parking spaces will be constructed on-site.

From a safety perspective, the intersections have been found to be relatively safe. Of the three study intersections analyzed as part of this study, one (1) intersection has a crash rate above the District 4 and Statewide averages. However, there were no fatal crashes at this intersection and a majority of crashes occurred outside of peak hours. The above average crash rate is due to existing geometrical and signal conditions and the proposed Project will not be compounding any safety issues that may already exist. Sight distance analyses were carried out at the proposed driveway

36 467 Main Street Redevelopment 467 MAIN STREET REDEVELOPMENT

location on Green Street. The location of the proposed site driveway along Green Street meets all sight distance requirements set forth by AASHTO.

Capacity analyses were carried out for the three study intersections for the weekday morning and weekday evening peak hours. The proposed Project is expected to generate 33 net new vehicle- trips during the morning peak hour and 30 net new vehicle-trips during the evening peak hour. Analyses were carried out for 2017 Existing, 2024 No-Build, and 2024 Build conditions. There are zero (0) movements that decline in LOS when moving from the 2024 No-Build condition to the 2024 Build condition.

Based on the results of these analyses, it can be stated that the proposed mixed-use redevelopment at 467 Main Street will not have significant impact on traffic operations in Reading, Massachusetts.

37 467 Main Street Redevelopment 467 MAIN STREET REDEVELOPMENT

APPENDIX A – TRAFFIC COUNTS

38 467 Main Street Redevelopment Accurate Counts Page 1

978-664-2565 Location : Route 28 NB Location : North of Washington Street City/State: Reading, MA 17097VLNB

Start Wed 10/4/2017 Thu 10/5/2017 Fri 10/6/2017 Daily Average Time A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. 12:00 4 149 6 123 * * 5 136 12:15 4 136 3 147 * * 4 142 12:30 2 150 5 136 * * 4 143 12:45 3 121 5 147 * * 4 134 01:00 5 113 0 140 * * 2 126 01:15 3 143 4 127 * * 4 135 01:30 0 124 1 111 * * 0 118 01:45 1 157 5 131 * * 3 144 02:00 1 162 2 147 * * 2 154 02:15 3 151 2 133 * * 2 142 02:30 1 158 2 167 * * 2 162 02:45 1 157 0 150 * * 0 154 03:00 2 145 2 162 * * 2 154 03:15 1 177 1 178 * * 1 178 03:30 1 166 4 135 * * 2 150 03:45 2 162 4 187 * * 3 174 04:00 1 180 2 186 * * 2 183 04:15 1 170 4 166 * * 2 168 04:30 4 178 5 174 * * 4 176 04:45 5 177 5 207 * * 5 192 05:00 6 163 9 193 * * 8 178 05:15 10 223 13 192 * * 12 208 05:30 17 196 13 209 * * 15 202 05:45 26 195 26 218 * * 26 206 06:00 23 159 31 179 * * 27 169 06:15 44 189 32 191 * * 38 190 06:30 52 170 46 171 * * 49 170 06:45 83 142 81 163 * * 82 152 07:00 109 127 110 141 * * 110 134 07:15 129 111 118 111 * * 124 111 07:30 94 90 91 84 * * 92 87 07:45 104 95 111 94 * * 108 94 08:00 108 78 114 68 * * 111 73 08:15 119 74 109 75 * * 114 74 08:30 124 79 124 61 * * 124 70 08:45 106 57 110 54 * * 108 56 09:00 108 59 108 46 * * 108 52 09:15 110 34 127 39 * * 118 36 09:30 114 32 106 35 * * 110 34 09:45 115 32 108 25 * * 112 28 10:00 121 38 116 33 * * 118 36 10:15 114 18 107 21 * * 110 20 10:30 130 18 96 21 * * 113 20 10:45 119 14 117 12 * * 118 13 11:00 115 9 119 11 * * 117 10 11:15 117 7 134 10 * * 126 8 11:30 127 7 116 12 * * 122 10 11:45 138 9 131 10 * * 134 10 Total 2627 5501 2585 5533 0 0 2607 5516 Combined 8128 8118 0 8123 Total Peak 11:00 05:00 - 11:00 05:00 - - - - 11:00 05:00 Vol. 497 777 - 500 812 - - - - 499 794 P.H.F. 0.900 0.871 0.933 0.931 0.931 0.954 ADT ADT 8,123 AADT 8,123 Accurate Counts Page 1

978-664-2565 Location : Route 28 NB Location : North of Washington Street City/State: Reading, MA 17097VLNB

Start Mon Tue Wed Thu Fri Average Sat Sun Week Time 10/2/2017 10/3/2017 10/4/2017 10/5/2017 10/6/2017 Day 10/7/2017 10/8/2017 Average 12:00 AM * * 13 19 * 16 * * 16 01:00 * * 9 10 * 10 * * 10 02:00 * * 6 6 * 6 * * 6 03:00 * * 6 11 * 8 * * 8 04:00 * * 11 16 * 14 * * 14 05:00 * * 59 61 * 60 * * 60 06:00 * * 202 190 * 196 * * 196 07:00 * * 436 430 * 433 * * 433 08:00 * * 457 457 * 457 * * 457 09:00 * * 447 449 * 448 * * 448 10:00 * * 484 436 * 460 * * 460 11:00 * * 497 500 * 498 * * 498 12:00 PM * * 556 553 * 554 * * 554 01:00 * * 537 509 * 523 * * 523 02:00 * * 628 597 * 612 * * 612 03:00 * * 650 662 * 656 * * 656 04:00 * * 705 733 * 719 * * 719 05:00 * * 777 812 * 794 * * 794 06:00 * * 660 704 * 682 * * 682 07:00 * * 423 430 * 426 * * 426 08:00 * * 288 258 * 273 * * 273 09:00 * * 157 145 * 151 * * 151 10:00 * * 88 87 * 88 * * 88 11:00 * * 32 43 * 38 * * 38 Day Total 0 0 8128 8118 0 8122 0 0 8122 % Avg. 0.0% 0.0% 100.1% 100.0% 0.0% WkDay % Avg. 0.0% 0.0% 100.1% 100.0% 0.0% 100.0% 0.0% 0.0% Week AM Peak - - 11:00 11:00 - - 11:00 - - - - 11:00 - - Vol. - - 497 500 - - 498 - - - - 498 - - PM Peak - - 17:00 17:00 - - 17:00 - - - - 17:00 - - Vol. - - 777 812 - - 794 - - - - 794 - - Grand 0 0 8128 8118 0 8122 0 0 8122 Total

ADT ADT 8,123 AADT 8,123 Accurate Counts Page 1

978-664-2565 Location : Route 28 NB Location : North of Washington Street City/State: Reading, MA 17097CLNB NB Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl

Time MtrCyc Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 10/04/17 0 11 0 0 1 0 0 0 1 0 0 0 0 13 01:00 0 9 0 0 0 0 0 0 0 0 0 0 0 9 02:00 0 3 1 1 1 0 0 0 0 0 0 0 0 6 03:00 0 1 2 0 2 0 0 0 1 0 0 0 0 6 04:00 1 8 1 0 0 1 0 0 0 0 0 0 0 11 05:00 1 46 8 0 4 0 0 0 0 0 0 0 0 59 06:00 4 149 29 5 10 2 0 0 0 0 0 0 0 199 07:00 6 359 39 5 16 2 1 3 1 2 2 0 0 436 08:00 7 367 66 5 6 3 1 0 0 2 0 0 0 457 09:00 2 382 51 2 6 2 0 1 0 0 0 0 0 446 10:00 7 399 52 2 17 1 0 2 1 1 0 0 1 483 11:00 10 406 60 1 14 3 0 2 0 0 0 0 0 496 12 PM 5 468 57 2 13 2 0 4 2 0 0 0 0 553 13:00 8 447 60 4 11 0 1 5 0 0 0 0 0 536 14:00 13 516 71 2 8 7 2 4 0 1 1 0 0 625 15:00 13 522 86 4 12 1 2 5 1 3 0 0 0 649 16:00 9 586 79 3 13 2 2 3 2 2 2 0 1 704 17:00 28 658 71 3 6 4 0 2 2 0 0 1 0 775 18:00 9 575 57 2 5 2 0 3 2 2 0 0 0 657 19:00 9 376 31 1 4 0 1 0 0 0 0 0 0 422 20:00 7 242 29 2 5 1 0 1 0 0 0 0 0 287 21:00 0 147 7 1 1 1 0 0 0 0 0 0 0 157 22:00 1 75 9 0 2 0 0 0 0 0 0 0 0 87 23:00 0 29 2 0 0 0 0 0 0 0 0 0 0 31 Day 140 6781 868 45 157 34 10 35 13 13 5 1 2 8104 Total Percent 1.7% 83.7% 10.7% 0.6% 1.9% 0.4% 0.1% 0.4% 0.2% 0.2% 0.1% 0.0% 0.0% AM Peak 11:00 11:00 08:00 06:00 10:00 08:00 07:00 07:00 00:00 07:00 07:00 10:00 11:00 Vol. 10 406 66 5 17 3 1 3 1 2 2 1 496 PM Peak 17:00 17:00 15:00 13:00 12:00 14:00 14:00 13:00 12:00 15:00 16:00 17:00 16:00 17:00 Vol. 28 658 86 4 13 7 2 5 2 3 2 1 1 775 Accurate Counts Page 2

978-664-2565 Location : Route 28 NB Location : North of Washington Street City/State: Reading, MA 17097CLNB NB Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl

Time MtrCyc Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 10/05/17 0 16 1 0 1 0 0 0 1 0 0 0 0 19 01:00 0 9 1 0 0 0 0 0 0 0 0 0 0 10 02:00 0 4 1 0 0 1 0 0 0 0 0 0 0 6 03:00 1 4 0 0 4 2 0 0 0 0 0 0 0 11 04:00 0 12 2 0 1 0 0 1 0 0 0 0 0 16 05:00 2 45 10 0 2 1 0 1 0 0 0 0 0 61 06:00 2 142 29 4 8 3 1 1 0 0 0 0 0 190 07:00 9 343 51 4 15 2 0 3 0 0 0 0 0 427 08:00 6 366 63 5 9 3 1 2 1 0 0 0 0 456 09:00 5 351 64 2 18 2 1 3 1 0 0 1 0 448 10:00 5 351 59 2 12 2 0 4 1 0 0 0 0 436 11:00 8 411 51 4 17 2 0 5 0 0 0 0 0 498 12 PM 10 451 66 2 14 5 0 4 0 0 0 0 0 552 13:00 9 427 55 2 10 1 0 2 2 0 0 0 0 508 14:00 7 508 67 3 10 0 0 2 0 0 0 0 0 597 15:00 17 541 88 3 10 0 0 1 0 0 0 0 0 660 16:00 16 610 87 1 11 1 0 2 0 2 0 0 1 731 17:00 25 687 70 1 15 1 0 6 0 1 0 2 1 809 18:00 15 591 75 4 8 3 0 1 1 2 0 0 1 701 19:00 8 371 40 0 7 0 0 2 0 1 0 0 1 430 20:00 3 223 27 2 2 0 0 0 0 0 0 0 0 257 21:00 0 127 14 1 1 0 0 0 0 0 0 0 0 143 22:00 1 73 9 0 1 0 0 2 0 0 0 0 0 86 23:00 0 40 3 0 0 0 0 0 0 0 0 0 0 43 Day 149 6703 933 40 176 29 3 42 7 6 0 3 4 8095 Total Percent 1.8% 82.8% 11.5% 0.5% 2.2% 0.4% 0.0% 0.5% 0.1% 0.1% 0.0% 0.0% 0.0% AM Peak 07:00 11:00 09:00 08:00 09:00 06:00 06:00 11:00 00:00 09:00 11:00 Vol. 9 411 64 5 18 3 1 5 1 1 498 PM Peak 17:00 17:00 15:00 18:00 17:00 12:00 17:00 13:00 16:00 17:00 16:00 17:00 Vol. 25 687 88 4 15 5 6 2 2 2 1 809

Grand 289 13484 1801 85 333 63 13 77 20 19 5 4 6 16199 Total Percent 1.8% 83.2% 11.1% 0.5% 2.1% 0.4% 0.1% 0.5% 0.1% 0.1% 0.0% 0.0% 0.0% Accurate Counts Page 1

978-664-2565 Location : Route 28 NB Location : North of Washington Street City/State: Reading, MA 17097SPNB NB 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 10/04/17 1 0 0 0 0 1 1 1 0 5 1 2 0 1 13 01:00 1 0 0 0 0 0 0 2 2 2 2 0 0 0 9 02:00 0 0 0 0 0 0 0 0 1 1 1 3 0 0 6 03:00 0 0 0 0 0 0 1 2 0 3 0 0 0 0 6 04:00 0 0 0 0 0 2 1 1 1 3 1 1 1 0 11 05:00 4 0 0 0 0 0 2 8 8 15 13 7 0 2 59 06:00 18 0 0 0 2 7 14 10 59 49 33 8 2 0 202 07:00 31 0 4 1 5 11 24 67 111 105 50 16 10 1 436 08:00 19 0 0 1 1 11 24 88 107 115 68 16 6 1 457 09:00 34 0 0 0 7 6 18 75 119 95 57 26 8 2 447 10:00 26 0 1 3 12 26 56 105 107 101 33 10 3 1 484 11:00 19 0 2 5 8 23 63 98 119 107 39 10 4 0 497 12 PM 27 1 2 3 7 19 52 106 143 129 48 15 4 0 556 13:00 28 0 1 2 11 30 54 106 137 110 45 8 2 3 537 14:00 50 0 0 3 14 42 80 123 135 92 63 23 1 2 628 15:00 27 0 0 7 4 19 67 160 182 106 67 9 1 1 650 16:00 41 3 1 17 17 36 90 175 150 117 41 15 0 2 705 17:00 48 0 2 10 23 55 108 155 209 99 51 13 3 1 777 18:00 45 0 2 10 31 52 113 155 139 86 22 5 0 0 660 19:00 22 0 0 0 4 22 47 98 120 72 28 8 1 1 423 20:00 25 0 1 1 1 3 29 45 75 58 29 15 5 1 288 21:00 12 0 0 1 0 4 5 23 39 50 11 11 1 0 157 22:00 3 0 0 0 0 1 2 8 23 25 14 7 3 2 88 23:00 6 0 0 0 0 1 2 3 8 3 5 3 1 0 32 Total 487 4 16 64 147 371 853 1614 1994 1548 722 231 56 21 8128

Daily 15th Percentile : 18 MPH 50th Percentile : 24 MPH 85th Percentile : 29 MPH 95th Percentile : 32 MPH

Mean Speed(Average) : 24 MPH 10 MPH Pace Speed : 21-30 MPH Number in Pace : 5440 Percent in Pace : 66.9% Number of Vehicles > 25 MPH : 3907 Percent of Vehicles > 25 MPH : 48.1% Accurate Counts Page 2

978-664-2565 Location : Route 28 NB Location : North of Washington Street City/State: Reading, MA 17097SPNB NB 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 10/05/17 0 0 0 0 0 1 0 2 4 4 4 3 1 0 19 01:00 0 0 0 0 0 0 0 0 3 3 4 0 0 0 10 02:00 1 0 0 0 0 0 1 1 0 0 2 1 0 0 6 03:00 1 0 0 0 0 0 1 3 1 1 0 3 0 1 11 04:00 1 0 0 0 0 1 0 1 4 4 4 0 0 1 16 05:00 6 0 0 0 0 0 3 9 12 10 9 6 5 1 61 06:00 15 0 0 1 0 1 11 24 41 48 32 14 2 1 190 07:00 39 0 0 5 3 31 30 65 88 85 45 28 6 5 430 08:00 34 0 2 1 2 12 28 79 121 118 37 20 3 0 457 09:00 17 0 0 1 4 12 34 78 124 107 47 22 3 0 449 10:00 45 0 0 0 4 24 40 70 104 93 38 15 3 0 436 11:00 27 0 0 0 4 28 54 108 121 92 54 9 3 0 500 12 PM 30 0 6 4 8 23 64 111 145 111 37 10 3 1 553 13:00 25 0 0 1 5 25 55 96 144 95 48 12 3 0 509 14:00 29 0 1 1 11 14 50 124 176 112 61 15 3 0 597 15:00 41 0 0 4 11 55 67 127 167 124 56 7 2 1 662 16:00 47 0 2 13 12 41 73 159 180 130 63 8 4 1 733 17:00 54 2 5 22 32 54 124 175 190 106 41 7 0 0 812 18:00 52 1 7 11 20 50 119 175 162 80 22 5 0 0 704 19:00 18 0 0 3 7 34 53 103 104 60 33 11 4 0 430 20:00 13 0 0 2 1 7 21 50 63 67 21 11 2 0 258 21:00 12 0 0 0 1 1 7 24 46 26 20 6 2 0 145 22:00 8 0 0 0 2 2 5 10 27 20 10 3 0 0 87 23:00 1 0 0 0 0 1 3 3 6 18 8 2 1 0 43 Total 516 3 23 69 127 417 843 1597 2033 1514 696 218 50 12 8118

Daily 15th Percentile : 18 MPH 50th Percentile : 24 MPH 85th Percentile : 29 MPH 95th Percentile : 32 MPH

Mean Speed(Average) : 24 MPH 10 MPH Pace Speed : 21-30 MPH Number in Pace : 5425 Percent in Pace : 66.8% Number of Vehicles > 25 MPH : 3845 Percent of Vehicles > 25 MPH : 47.4%

Grand 1003 7 39 133 274 788 1696 3211 4027 3062 1418 449 106 33 16246 Total

Overall 15th Percentile : 18 MPH 50th Percentile : 24 MPH 85th Percentile : 29 MPH 95th Percentile : 32 MPH

Mean Speed(Average) : 24 MPH 10 MPH Pace Speed : 21-30 MPH Number in Pace : 10865 Percent in Pace : 66.9% Number of Vehicles > 25 MPH : 7753 Percent of Vehicles > 25 MPH : 47.7% Accurate Counts Page 1

978-664-2565 Location : Route 28 SB Location : North of Washington Street City/State: Reading, MA 17097VLSB

Start Wed 10/4/2017 Thu 10/5/2017 Fri 10/6/2017 Daily Average Time A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. 12:00 5 98 3 124 * * 4 111 12:15 0 96 0 108 * * 0 102 12:30 4 101 2 99 * * 3 100 12:45 4 96 2 92 * * 3 94 01:00 3 121 1 108 * * 2 114 01:15 3 105 0 105 * * 2 105 01:30 0 93 1 88 * * 0 90 01:45 0 97 2 94 * * 1 96 02:00 0 92 2 96 * * 1 94 02:15 2 105 2 144 * * 2 124 02:30 0 119 1 121 * * 0 120 02:45 0 98 0 123 * * 0 110 03:00 1 107 0 117 * * 0 112 03:15 1 106 2 101 * * 2 104 03:30 1 86 2 115 * * 2 100 03:45 1 100 3 108 * * 2 104 04:00 0 107 2 106 * * 1 106 04:15 1 92 3 89 * * 2 90 04:30 7 95 4 93 * * 6 94 04:45 5 104 10 117 * * 8 110 05:00 17 111 14 124 * * 16 118 05:15 13 113 27 105 * * 20 109 05:30 32 114 47 111 * * 40 112 05:45 78 116 71 109 * * 74 112 06:00 135 125 146 119 * * 140 122 06:15 198 88 172 115 * * 185 102 06:30 188 110 190 110 * * 189 110 06:45 173 89 166 101 * * 170 95 07:00 148 107 144 93 * * 146 100 07:15 142 74 127 80 * * 134 77 07:30 208 77 172 85 * * 190 81 07:45 167 78 202 62 * * 184 70 08:00 203 76 181 58 * * 192 67 08:15 162 60 164 47 * * 163 54 08:30 149 60 141 44 * * 145 52 08:45 149 60 132 56 * * 140 58 09:00 126 56 124 35 * * 125 46 09:15 118 32 98 33 * * 108 32 09:30 114 38 94 23 * * 104 30 09:45 86 33 85 25 * * 86 29 10:00 104 31 85 29 * * 94 30 10:15 114 27 99 19 * * 106 23 10:30 126 10 92 15 * * 109 12 10:45 115 14 104 17 * * 110 16 11:00 88 4 97 16 * * 92 10 11:15 109 6 109 4 * * 109 5 11:30 97 10 108 18 * * 102 14 11:45 96 8 87 8 * * 92 8 Total 3493 3745 3320 3809 0 0 3406 3774 Combined 7238 7129 0 7180 Total Peak 07:30 05:15 - 07:30 02:15 - - - - 07:30 02:15 Vol. 740 468 - 719 505 - - - - 729 466 P.H.F. 0.889 0.936 0.890 0.877 0.949 0.940 ADT ADT 7,184 AADT 7,184 Accurate Counts Page 1

978-664-2565 Location : Route 28 SB Location : North of Washington Street City/State: Reading, MA 17097VLSB

Start Mon Tue Wed Thu Fri Average Sat Sun Week Time 10/2/2017 10/3/2017 10/4/2017 10/5/2017 10/6/2017 Day 10/7/2017 10/8/2017 Average 12:00 AM * * 13 7 * 10 * * 10 01:00 * * 6 4 * 5 * * 5 02:00 * * 2 5 * 4 * * 4 03:00 * * 4 7 * 6 * * 6 04:00 * * 13 19 * 16 * * 16 05:00 * * 140 159 * 150 * * 150 06:00 * * 694 674 * 684 * * 684 07:00 * * 665 645 * 655 * * 655 08:00 * * 663 618 * 640 * * 640 09:00 * * 444 401 * 422 * * 422 10:00 * * 459 380 * 420 * * 420 11:00 * * 390 401 * 396 * * 396 12:00 PM * * 391 423 * 407 * * 407 01:00 * * 416 395 * 406 * * 406 02:00 * * 414 484 * 449 * * 449 03:00 * * 399 441 * 420 * * 420 04:00 * * 398 405 * 402 * * 402 05:00 * * 454 449 * 452 * * 452 06:00 * * 412 445 * 428 * * 428 07:00 * * 336 320 * 328 * * 328 08:00 * * 256 205 * 230 * * 230 09:00 * * 159 116 * 138 * * 138 10:00 * * 82 80 * 81 * * 81 11:00 * * 28 46 * 37 * * 37 Day Total 0 0 7238 7129 0 7186 0 0 7186 % Avg. 0.0% 0.0% 100.7% 99.2% 0.0% WkDay % Avg. 0.0% 0.0% 100.7% 99.2% 0.0% 100.0% 0.0% 0.0% Week AM Peak - - 06:00 06:00 - - 06:00 - - - - 06:00 - - Vol. - - 694 674 - - 684 - - - - 684 - - PM Peak - - 17:00 14:00 - - 17:00 - - - - 17:00 - - Vol. - - 454 484 - - 452 - - - - 452 - - Grand 0 0 7238 7129 0 7186 0 0 7186 Total

ADT ADT 7,184 AADT 7,184 Accurate Counts Page 1

978-664-2565 Location : Route 28 SB Location : North of Washington Street City/State: Reading, MA 17097CLSB SB Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl

Time MtrCyc Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 10/04/17 0 11 2 0 0 0 0 0 0 0 0 0 0 13 01:00 0 5 1 0 0 0 0 0 0 0 0 0 0 6 02:00 1 0 0 0 0 1 0 0 0 0 0 0 0 2 03:00 0 3 0 0 0 0 0 0 1 0 0 0 0 4 04:00 0 13 0 0 0 0 0 0 0 0 0 0 0 13 05:00 5 112 19 0 2 2 0 0 0 0 0 0 0 140 06:00 20 541 102 5 17 4 0 3 0 0 0 0 0 692 07:00 21 526 94 2 12 2 1 3 1 0 0 0 0 662 08:00 17 533 85 8 13 3 0 4 0 0 0 0 0 663 09:00 7 363 55 2 12 2 0 2 0 0 0 0 0 443 10:00 8 374 56 0 14 2 0 3 1 0 0 0 0 458 11:00 5 321 54 2 7 1 0 0 0 0 0 0 0 390 12 PM 5 320 52 1 9 2 0 1 0 0 0 0 0 390 13:00 12 350 46 1 6 0 0 0 0 0 0 0 0 415 14:00 4 354 49 1 6 0 0 0 0 0 0 0 0 414 15:00 6 335 43 2 6 1 0 3 2 0 0 0 0 398 16:00 2 349 37 1 7 1 0 0 0 0 0 0 0 397 17:00 10 377 56 1 4 1 0 2 0 0 0 0 0 451 18:00 9 354 40 3 4 1 0 0 0 1 0 0 0 412 19:00 10 299 23 0 2 0 0 0 0 0 0 0 0 334 20:00 3 232 17 0 3 0 0 0 1 0 0 0 0 256 21:00 3 144 12 0 0 0 0 0 0 0 0 0 0 159 22:00 2 75 4 1 0 0 0 0 0 0 0 0 0 82 23:00 1 24 2 0 1 0 0 0 0 0 0 0 0 28 Day 151 6015 849 30 125 23 1 21 6 1 0 0 0 7222 Total Percent 2.1% 83.3% 11.8% 0.4% 1.7% 0.3% 0.0% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 06:00 06:00 08:00 06:00 06:00 07:00 08:00 03:00 06:00 Vol. 21 541 102 8 17 4 1 4 1 692 PM Peak 13:00 17:00 17:00 18:00 12:00 12:00 15:00 15:00 18:00 17:00 Vol. 12 377 56 3 9 2 3 2 1 451 Accurate Counts Page 2

978-664-2565 Location : Route 28 SB Location : North of Washington Street City/State: Reading, MA 17097CLSB SB Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl

Time MtrCyc Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 10/05/17 0 6 1 0 0 0 0 0 0 0 0 0 0 7 01:00 0 4 0 0 0 0 0 0 0 0 0 0 0 4 02:00 0 3 1 0 0 0 0 0 1 0 0 0 0 5 03:00 0 5 2 0 0 0 0 0 0 0 0 0 0 7 04:00 0 16 3 0 0 0 0 0 0 0 0 0 0 19 05:00 1 131 21 0 4 1 0 1 0 0 0 0 0 159 06:00 16 533 102 4 13 0 0 3 1 0 0 0 0 672 07:00 16 514 93 2 12 2 0 2 2 0 0 0 0 643 08:00 7 510 75 3 16 0 0 3 1 0 0 0 0 615 09:00 6 316 56 3 15 0 0 3 1 0 0 0 0 400 10:00 6 308 49 2 13 1 0 1 0 0 0 0 0 380 11:00 5 319 54 2 17 0 0 2 0 0 0 0 0 399 12 PM 3 339 64 1 12 0 0 1 1 0 0 0 0 421 13:00 1 342 39 2 8 2 0 0 0 0 0 0 0 394 14:00 7 394 64 5 8 2 0 1 0 0 0 0 0 481 15:00 1 372 48 5 8 3 0 1 0 1 0 0 0 439 16:00 10 341 46 0 6 1 0 0 0 0 0 0 0 404 17:00 6 380 52 1 9 0 0 0 0 0 0 0 0 448 18:00 4 374 58 3 5 1 0 0 0 0 0 0 0 445 19:00 4 290 23 0 2 0 0 0 0 0 0 0 0 319 20:00 5 183 12 0 2 0 0 1 0 0 0 0 0 203 21:00 0 108 6 0 1 0 0 0 0 0 0 0 0 115 22:00 0 74 4 1 1 0 0 0 0 0 0 0 0 80 23:00 1 42 3 0 0 0 0 0 0 0 0 0 0 46 Day 99 5904 876 34 152 13 0 19 7 1 0 0 0 7105 Total Percent 1.4% 83.1% 12.3% 0.5% 2.1% 0.2% 0.0% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 06:00 06:00 06:00 06:00 11:00 07:00 06:00 07:00 06:00 Vol. 16 533 102 4 17 2 3 2 672 PM Peak 16:00 14:00 12:00 14:00 12:00 15:00 12:00 12:00 15:00 14:00 Vol. 10 394 64 5 12 3 1 1 1 481

Grand 250 11919 1725 64 277 36 1 40 13 2 0 0 0 14327 Total Percent 1.7% 83.2% 12.0% 0.4% 1.9% 0.3% 0.0% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% Accurate Counts Page 1

978-664-2565 Location : Route 28 SB Location : North of Washington Street City/State: Reading, MA 17097SPSB SB 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 10/04/17 0 0 0 0 0 1 5 4 0 2 0 1 0 0 13 01:00 0 0 0 0 0 0 0 2 2 2 0 0 0 0 6 02:00 0 0 0 0 0 0 2 0 0 0 0 0 0 0 2 03:00 0 0 0 0 0 1 1 0 2 0 0 0 0 0 4 04:00 1 0 0 0 0 0 3 3 4 2 0 0 0 0 13 05:00 7 0 3 4 5 14 18 26 23 22 8 9 1 0 140 06:00 60 0 21 38 50 70 115 121 110 56 33 16 3 1 694 07:00 72 4 12 32 57 99 106 117 83 55 22 6 0 0 665 08:00 64 3 18 44 60 101 99 110 97 50 16 1 0 0 663 09:00 43 1 17 26 46 66 89 90 26 25 13 2 0 0 444 10:00 85 0 8 34 61 56 81 69 46 14 5 0 0 0 459 11:00 36 0 15 22 38 53 71 85 45 18 3 3 1 0 390 12 PM 37 1 5 18 43 57 77 77 50 25 1 0 0 0 391 13:00 39 2 17 36 41 53 76 62 54 29 7 0 0 0 416 14:00 42 1 6 35 40 56 75 64 57 29 9 0 0 0 414 15:00 43 0 11 28 41 63 85 60 48 14 6 0 0 0 399 16:00 42 1 9 22 48 51 76 69 54 19 7 0 0 0 398 17:00 53 0 16 38 58 85 85 59 41 16 2 1 0 0 454 18:00 22 1 13 18 47 95 88 77 36 10 3 2 0 0 412 19:00 29 1 13 22 29 56 70 58 40 13 4 1 0 0 336 20:00 5 0 2 7 13 32 68 58 48 19 4 0 0 0 256 21:00 5 0 0 2 10 19 30 33 32 21 6 0 1 0 159 22:00 1 0 0 1 2 9 15 12 27 8 4 3 0 0 82 23:00 0 0 0 0 2 1 2 6 9 3 4 1 0 0 28 Total 686 15 186 427 691 1038 1337 1262 934 452 157 46 6 1 7238

Daily 15th Percentile : 10 MPH 50th Percentile : 19 MPH 85th Percentile : 25 MPH 95th Percentile : 28 MPH

Mean Speed(Average) : 19 MPH 10 MPH Pace Speed : 16-25 MPH Number in Pace : 3948 Percent in Pace : 54.5% Number of Vehicles > 20 MPH : 3304 Percent of Vehicles > 20 MPH : 45.6% Accurate Counts Page 2

978-664-2565 Location : Route 28 SB Location : North of Washington Street City/State: Reading, MA 17097SPSB SB 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 10/05/17 0 0 0 0 0 3 0 1 1 0 2 0 0 0 7 01:00 0 0 0 1 1 0 0 0 1 1 0 0 0 0 4 02:00 0 0 0 0 0 0 0 2 1 1 1 0 0 0 5 03:00 0 0 0 0 0 0 0 1 3 1 2 0 0 0 7 04:00 0 0 0 0 0 1 0 6 5 1 3 3 0 0 19 05:00 4 0 4 5 6 15 16 31 23 23 22 8 2 0 159 06:00 67 2 18 25 58 77 97 110 113 67 28 11 1 0 674 07:00 63 5 25 32 59 83 104 113 106 39 14 2 0 0 645 08:00 73 5 20 35 66 76 92 113 78 39 20 0 1 0 618 09:00 23 0 12 29 46 61 84 63 47 22 11 2 1 0 401 10:00 31 1 8 18 41 71 63 71 45 24 5 2 0 0 380 11:00 42 0 17 33 46 58 62 61 58 19 4 1 0 0 401 12 PM 41 2 7 34 44 76 94 76 33 13 3 0 0 0 423 13:00 33 0 8 13 33 54 88 80 53 24 8 0 1 0 395 14:00 44 0 20 43 67 88 94 81 34 10 1 0 1 1 484 15:00 42 0 13 29 57 87 85 70 42 16 0 0 0 0 441 16:00 52 0 13 28 48 73 78 58 42 10 3 0 0 0 405 17:00 52 3 14 30 51 69 80 78 45 21 6 0 0 0 449 18:00 34 0 15 40 66 74 90 80 36 7 3 0 0 0 445 19:00 17 1 7 15 38 58 54 66 44 17 2 1 0 0 320 20:00 13 0 7 5 9 30 37 37 47 15 4 0 1 0 205 21:00 1 0 1 2 4 8 27 28 22 13 9 1 0 0 116 22:00 2 0 0 1 2 11 17 19 14 8 5 1 0 0 80 23:00 0 0 0 0 2 1 11 8 9 11 3 0 1 0 46 Total 634 19 209 418 744 1074 1273 1253 902 402 159 32 9 1 7129

Daily 15th Percentile : 10 MPH 50th Percentile : 19 MPH 85th Percentile : 25 MPH 95th Percentile : 28 MPH

Mean Speed(Average) : 19 MPH 10 MPH Pace Speed : 16-25 MPH Number in Pace : 3901 Percent in Pace : 54.7% Number of Vehicles > 20 MPH : 3182 Percent of Vehicles > 20 MPH : 44.6%

Grand 1320 34 395 845 1435 2112 2610 2515 1836 854 316 78 15 2 14367 Total

Overall 15th Percentile : 10 MPH 50th Percentile : 19 MPH 85th Percentile : 25 MPH 95th Percentile : 28 MPH

Mean Speed(Average) : 19 MPH 10 MPH Pace Speed : 16-25 MPH Number in Pace : 7849 Percent in Pace : 54.6% Number of Vehicles > 20 MPH : 6486 Percent of Vehicles > 20 MPH : 45.1% Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097001 E/W Street: Green Street Site Code : 17097001 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 1

Groups Printed- Cars - Trucks Route 28 Green St Route 28 Green 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 3 150 1 4 6 10 2 102 1 0 0 0 279

07:15 AM 1 133 2 9 16 12 1 129 0 0 0 0 303

07:30 AM 3 199 0 11 26 16 0 97 3 0 0 0 355

07:45 AM 3 165 0 8 19 12 3 91 1 0 0 0 302

Total 10 647 3 32 67 50 6 419 5 0 0 0 1239

08:00 AM 3 186 1 7 11 11 3 106 1 0 0 0 329

08:15 AM 0 161 1 6 14 4 1 125 0 0 0 0 312

08:30 AM 7 136 1 15 14 11 1 112 1 0 0 0 298

08:45 AM 2 149 1 4 7 7 1 98 2 0 0 0 271

Total 12 632 4 32 46 33 6 441 4 0 0 0 1210

Grand Total 22 1279 7 64 113 83 12 860 9 0 0 0 2449 Apprch % 1.7 97.8 0.5 24.6 43.5 31.9 1.4 97.6 1 0 0 0 Total % 0.9 52.2 0.3 2.6 4.6 3.4 0.5 35.1 0.4 0 0 0 Cars 21 1255 7 64 112 83 11 840 9 0 0 0 2402 % Cars 95.5 98.1 100 100 99.1 100 91.7 97.7 100 0 0 0 98.1 Trucks 1 24 0 0 1 0 1 20 0 0 0 0 47 % Trucks 4.5 1.9 0 0 0.9 0 8.3 2.3 0 0 0 0 1.9 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097001 E/W Street: Green Street Site Code : 17097001 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 2

Route 28 Green St Route 28 Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total 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 0 0 97 100 0 0 0 0 3 199 202 11 26 16 53 3 355 07:45 AM 3 165 0 168 8 19 12 39 91 1 95 0 0 0 0 302 3 08:00 AM 3 186 190 7 11 11 29 3 106 1 110 0 0 0 0 329 1 08:15 AM 0 161 1 162 6 14 4 24 1 0 0 0 0 0 312 125 126 Total Volume 9 711 2 722 32 70 43 145 7 419 5 431 0 0 0 0 1298 % App. Total 1.2 98.5 0.3 22.1 48.3 29.7 1.6 97.2 1.2 0 0 0 PHF .750 .893 .500 .894 .727 .673 .672 .684 .583 .838 .417 .855 .000 .000 .000 .000 .914 Cars 9 697 2 708 32 69 43 144 6 408 5 419 0 0 0 0 1271 % Cars 100 98.0 100 98.1 100 98.6 100 99.3 85.7 97.4 100 97.2 0 0 0 0 97.9 Trucks 0 14 0 14 0 1 0 1 1 11 0 12 0 0 0 0 27 % Trucks 0 2.0 0 1.9 0 1.4 0 0.7 14.3 2.6 0 2.8 0 0 0 0 2.1

Route 28 Out In Total 451 708 1159 11 14 25 462 722 1184

2 697 9 0 14 0 2 711 9 Right Thru Left

Peak Hour Data 2 77 79 Out Right 14 14 0 0 0 Total

North 0 43 43 0 Left Peak Hour Begins at 07:30 AM Green St 0 0 0 Thru 0 0 0

In 145 144 In Cars 70 69 1 1 Thru Trucks Green St Left 0 0 0 2 Total 32 32 77 79 0 159 158 Right Out 1

Left Thru Right 6 408 5 1 11 0 7 419 5

729 419 1148 14 12 26 743 431 1174 Out In Total Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097001 E/W Street: Green Street Site Code : 17097001 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 3

Route 28 Green St Route 28 Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total 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 07:15 AM 08:00 AM 07:00 AM +0 mins. 0 9 16 12 37 106 1 110 0 0 0 0 3 199 202 3 +15 mins. 3 165 0 168 1 0 0 0 0 0 11 26 16 53 125 126 +30 mins. 3 186 190 8 19 12 39 1 112 1 114 0 0 0 0 1 +45 mins. 0 161 1 162 7 11 11 29 1 98 101 0 0 0 0 2 Total Volume 9 711 2 722 35 72 51 158 6 441 4 451 0 0 0 0 % App. Total 1.2 98.5 0.3 22.2 45.6 32.3 1.3 97.8 0.9 0 0 0 PHF .750 .893 .500 .894 .795 .692 .797 .745 .500 .882 .500 .895 .000 .000 .000 .000 Cars 9 697 2 708 35 71 51 157 6 431 4 441 0 0 0 0 % Cars 100 98 100 98.1 100 98.6 100 99.4 100 97.7 100 97.8 0 0 0 0 Trucks 0 14 0 14 0 1 0 1 0 10 0 10 0 0 0 0 % Trucks 0 2 0 1.9 0 1.4 0 0.6 0 2.3 0 2.2 0 0 0 0

Route 28 In - Peak Hour: 07:30 AM 708 14 722

2 697 9 0 14 0 2 711 9 Right Thru Left

Peak Hour Data In - Peak Hour: 07:15 AM Right 0 0 0 North 51 51 0 Left Cars Green St 0 0 0 Thru 0 0 0 Trucks 158 157 72 71 1 1 Thru Green St Left 0 0 0 35 35 0 Right In - Peak Hour: 07:00 AM

Left Thru Right 6 431 4 0 10 0 6 441 4

441 10 451 In - Peak Hour: 08:00 AM Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097001 E/W Street: Green Street Site Code : 17097001 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 4

Groups Printed- Cars Route 28 Green St Route 28 Green 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 2 146 1 4 6 10 2 102 1 0 0 0 274

07:15 AM 1 132 2 9 16 12 1 125 0 0 0 0 298

07:30 AM 3 199 0 11 26 16 0 95 3 0 0 0 353

07:45 AM 3 161 0 8 18 12 2 87 1 0 0 0 292

Total 9 638 3 32 66 50 5 409 5 0 0 0 1217

08:00 AM 3 179 1 7 11 11 3 102 1 0 0 0 318

08:15 AM 0 158 1 6 14 4 1 124 0 0 0 0 308

08:30 AM 7 132 1 15 14 11 1 110 1 0 0 0 292

08:45 AM 2 148 1 4 7 7 1 95 2 0 0 0 267

Total 12 617 4 32 46 33 6 431 4 0 0 0 1185

Grand Total 21 1255 7 64 112 83 11 840 9 0 0 0 2402 Apprch % 1.6 97.8 0.5 24.7 43.2 32 1.3 97.7 1 0 0 0 Total % 0.9 52.2 0.3 2.7 4.7 3.5 0.5 35 0.4 0 0 0 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097001 E/W Street: Green Street Site Code : 17097001 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 5

Route 28 Green St Route 28 Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total 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 0 0 95 98 0 0 0 0 3 199 202 11 26 16 53 3 353 07:45 AM 3 161 0 164 8 18 12 38 2 87 1 90 0 0 0 0 292 08:00 AM 3 179 183 7 11 11 29 102 1 106 0 0 0 0 318 1 3 08:15 AM 0 158 1 159 6 14 4 24 1 0 0 0 0 0 308 124 125 Total Volume 9 697 2 708 32 69 43 144 6 408 5 419 0 0 0 0 1271 % App. Total 1.3 98.4 0.3 22.2 47.9 29.9 1.4 97.4 1.2 0 0 0 PHF .750 .876 .500 .876 .727 .663 .672 .679 .500 .823 .417 .838 .000 .000 .000 .000 .900

Route 28 Out In Total 451 708 1159

2 697 9 Right Thru Left

Peak Hour Data 77 Out Right 14 0 Total North 43 Left Green St 0 Thru 0

Peak Hour Begins at 07:30 AM In 144 In 69 Thru Cars Green St Left 0 Total 32 77 158 Right Out

Left Thru Right 6 408 5

729 419 1148 Out In Total Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097001 E/W Street: Green Street Site Code : 17097001 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 6

Route 28 Green St Route 28 Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total 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 07:15 AM 08:00 AM 07:00 AM +0 mins. 0 9 16 12 37 102 1 106 0 0 0 0 3 199 202 3 +15 mins. 3 161 0 164 1 0 0 0 0 0 11 26 16 53 124 125 +30 mins. 3 179 183 8 18 12 38 1 110 1 112 0 0 0 0 1 +45 mins. 0 158 1 159 7 11 11 29 1 95 98 0 0 0 0 2 Total Volume 9 697 2 708 35 71 51 157 6 431 4 441 0 0 0 0 % App. Total 1.3 98.4 0.3 22.3 45.2 32.5 1.4 97.7 0.9 0 0 0 PHF .750 .876 .500 .876 .795 .683 .797 .741 .500 .869 .500 .882 .000 .000 .000 .000

Route 28 In - Peak Hour: 07:30 AM 708

2 697 9 Right Thru Left

Peak Hour Data In - Peak Hour: 07:15 AM Right 0 North 51 Left Green St 0 Thru 0 Cars 157 71 Thru Green St Left 0 35 Right In - Peak Hour: 07:00 AM

Left Thru Right 6 431 4

441 In - Peak Hour: 08:00 AM Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097001 E/W Street: Green Street Site Code : 17097001 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 7

Groups Printed- Trucks Route 28 Green St Route 28 Green 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 1 4 0 0 0 0 0 0 0 0 0 0 5

07:15 AM 0 1 0 0 0 0 0 4 0 0 0 0 5

07:30 AM 0 0 0 0 0 0 0 2 0 0 0 0 2

07:45 AM 0 4 0 0 1 0 1 4 0 0 0 0 10

Total 1 9 0 0 1 0 1 10 0 0 0 0 22

08:00 AM 0 7 0 0 0 0 0 4 0 0 0 0 11

08:15 AM 0 3 0 0 0 0 0 1 0 0 0 0 4

08:30 AM 0 4 0 0 0 0 0 2 0 0 0 0 6

08:45 AM 0 1 0 0 0 0 0 3 0 0 0 0 4

Total 0 15 0 0 0 0 0 10 0 0 0 0 25

Grand Total 1 24 0 0 1 0 1 20 0 0 0 0 47 Apprch % 4 96 0 0 100 0 4.8 95.2 0 0 0 0 Total % 2.1 51.1 0 0 2.1 0 2.1 42.6 0 0 0 0 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097001 E/W Street: Green Street Site Code : 17097001 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 8

Route 28 Green St Route 28 Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total 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 4 0 4 0 0 0 0 0 0 0 10 1 1 1 4 5 08:00 AM 0 0 0 0 0 0 0 4 0 4 0 0 0 0 7 7 11 08:15 AM 0 3 0 3 0 0 0 0 0 1 0 1 0 0 0 0 4 08:30 AM 0 4 0 4 0 0 0 0 0 2 0 2 0 0 0 0 6 Total Volume 0 18 0 18 0 1 0 1 1 11 0 12 0 0 0 0 31 % App. Total 0 100 0 0 100 0 8.3 91.7 0 0 0 0 PHF .000 .643 .000 .643 .000 .250 .000 .250 .250 .688 .000 .600 .000 .000 .000 .000 .705

Route 28 Out In Total 11 18 29

0 18 0 Right Thru Left

Peak Hour Data 2 Out Right 0 Total

North 0 0 Left Green St 0 Thru 0

Peak Hour Begins at 07:45 AM In In 1 1 Thru Trucks Green St Left 0 2 Total 0 Right Out 1

Left Thru Right 1 11 0

18 12 30 Out In Total Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097001 E/W Street: Green Street Site Code : 17097001 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 9

Route 28 Green St Route 28 Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:

07:45 AM 07:00 AM 07:15 AM 07:00 AM +0 mins. 0 4 0 4 0 0 0 0 0 0 4 0 0 0 0 4 +15 mins. 0 0 0 0 0 0 0 2 0 2 0 0 0 0 7 7 +30 mins. 0 3 0 3 0 0 0 0 4 0 0 0 0 0 1 5 +45 mins. 0 4 0 4 0 0 0 4 0 4 0 0 0 0 1 1 Total Volume 0 18 0 18 0 1 0 1 1 14 0 15 0 0 0 0 % App. Total 0 100 0 0 100 0 6.7 93.3 0 0 0 0 PHF .000 .643 .000 .643 .000 .250 .000 .250 .250 .875 .000 .750 .000 .000 .000 .000

Route 28 In - Peak Hour: 07:45 AM 18

0 18 0 Right Thru Left

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

Left Thru Right 1 14 0

15 In - Peak Hour: 07:15 AM Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097001 E/W Street: Green Street Site Code : 17097001 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 10

Groups Printed- Bikes Peds Route 28 Green St Route 28 Green 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 0 0 0 8 0 0 0 1 0 0 0 0 0 0 0 0 9 0 9

07:15 AM 0 0 1 2 0 0 1 1 0 0 0 1 0 0 0 0 4 2 6

07:30 AM 0 0 0 2 0 0 0 2 0 0 0 1 0 0 0 0 5 0 5

07:45 AM 0 0 0 1 0 0 0 3 0 0 0 0 0 0 0 4 8 0 8

Total 0 0 1 13 0 0 1 7 0 0 0 2 0 0 0 4 26 2 28

08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6 0 6

08:15 AM 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 2 5 0 5

08:30 AM 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 1 5 0 5

08:45 AM 0 0 0 4 0 0 0 2 0 0 0 0 0 0 0 1 7 0 7

Total 0 0 0 11 0 0 0 2 0 0 0 0 0 0 0 10 23 0 23

Grand Total 0 0 1 24 0 0 1 9 0 0 0 2 0 0 0 14 49 2 51 Apprch % 0 0 100 0 0 100 0 0 0 0 0 0 Total % 0 0 50 0 0 50 0 0 0 0 0 0 96.1 3.9 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097001 E/W Street: Green Street Site Code : 17097001 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 11

Route 28 Green St Route 28 Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 2 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 1 1 0 0 1 1 0 0 0 0 0 0 0 0 2 % App. Total 0 0 100 0 0 100 0 0 0 0 0 0 PHF .000 .000 .250 .250 .000 .000 .250 .250 .000 .000 .000 .000 .000 .000 .000 .000 .250

Route 28 Out In Total 1 1 2

1 0 0 Right Thru Left

Peak Hour Data 1 Out Right 0 Total

North 0 1 Left Green St 0 Thru 0

Peak Hour Begins at 07:00 AM In In 0 1 Thru Bikes Peds Green St Left 0 1 Total 0 Right Out 1

Left Thru Right 0 0 0

0 0 0 Out In Total Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097001 E/W Street: Green Street Site Code : 17097001 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 12

Route 28 Green St Route 28 Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:

07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 1 1 0 0 1 1 0 0 0 0 0 0 0 0 % App. Total 0 0 100 0 0 100 0 0 0 0 0 0 PHF .000 .000 .250 .250 .000 .000 .250 .250 .000 .000 .000 .000 .000 .000 .000 .000

Route 28 In - Peak Hour: 07:00 AM 1

1 0 0 Right Thru Left

Peak Hour Data In - Peak Hour: 07:00 AM Right 0 North 1 Left Green St 0 Thru 0 Bikes Peds 0 1 Thru Green St Left 0 0 Right In - Peak Hour: 07:00 AM

Left Thru Right 0 0 0

0 In - Peak Hour: 07:00 AM Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097001 E/W Street: Green Street Site Code : 17097001 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 1

Groups Printed- Cars - Trucks Route 28 Green St Route 28 Green 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 2 98 1 8 3 5 3 166 6 0 0 0 292

04:15 PM 7 85 0 6 0 10 0 173 5 0 0 0 286

04:30 PM 4 92 2 1 0 16 1 177 5 0 0 0 298

04:45 PM 7 99 2 2 5 5 2 188 2 0 0 0 312

Total 20 374 5 17 8 36 6 704 18 0 0 0 1188

05:00 PM 4 111 0 1 4 2 3 170 2 0 0 0 297

05:15 PM 2 108 1 4 4 13 4 211 7 0 0 0 354

05:30 PM 3 108 4 1 3 12 0 181 5 0 0 0 317

05:45 PM 4 125 1 1 1 13 2 195 3 0 0 0 345

Total 13 452 6 7 12 40 9 757 17 0 0 0 1313

Grand Total 33 826 11 24 20 76 15 1461 35 0 0 0 2501 Apprch % 3.8 94.9 1.3 20 16.7 63.3 1 96.7 2.3 0 0 0 Total % 1.3 33 0.4 1 0.8 3 0.6 58.4 1.4 0 0 0 Cars 33 814 11 24 20 76 14 1447 35 0 0 0 2474 % Cars 100 98.5 100 100 100 100 93.3 99 100 0 0 0 98.9 Trucks 0 12 0 0 0 0 1 14 0 0 0 0 27 % Trucks 0 1.5 0 0 0 0 6.7 1 0 0 0 0 1.1 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097001 E/W Street: Green Street Site Code : 17097001 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 2

Route 28 Green St Route 28 Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total 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 05:00 PM 05:00 PM 111 0 115 1 2 7 3 170 2 175 0 0 0 0 297 4 4 05:15 PM 2 108 1 111 4 0 0 0 0 4 13 21 4 211 7 222 354 05:30 PM 3 108 115 1 3 12 16 0 181 5 186 0 0 0 0 317 4 05:45 PM 4 1 1 1 13 15 2 195 3 200 0 0 0 0 345 125 130 Total Volume 13 452 6 471 7 12 40 59 9 757 17 783 0 0 0 0 1313 % App. Total 2.8 96 1.3 11.9 20.3 67.8 1.1 96.7 2.2 0 0 0 PHF .813 .904 .375 .906 .438 .750 .769 .702 .563 .897 .607 .882 .000 .000 .000 .000 .927 Cars 13 445 6 464 7 12 40 59 8 752 17 777 0 0 0 0 1300 % Cars 100 98.5 100 98.5 100 100 100 100 88.9 99.3 100 99.2 0 0 0 0 99.0 Trucks 0 7 0 7 0 0 0 0 1 5 0 6 0 0 0 0 13 % Trucks 0 1.5 0 1.5 0 0 0 0 11.1 0.7 0 0.8 0 0 0 0 1.0

Route 28 Out In Total 792 464 1256 5 7 12 797 471 1268

6 445 13 0 7 0 6 452 13 Right Thru Left

Peak Hour Data 1 26 27 Out Right 30 30 0 0 0 Total

North 0 40 40 0 Left Peak Hour Begins at 05:00 PM Green St 0 0 0 Thru 0 0 0

In In 12 12 Cars 59 59 0 0 Thru Trucks Green St Left 0 0 0 1 Total 26 27 7 0 7 Right Out 89 89 0

Left Thru Right 8 752 17 1 5 0 9 757 17

452 777 1229 7 6 13 459 783 1242 Out In Total Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097001 E/W Street: Green Street Site Code : 17097001 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 3

Route 28 Green St Route 28 Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total 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 05:00 PM 04:00 PM +0 mins. 111 0 115 3 5 16 3 170 2 175 0 0 0 0 4 8 +15 mins. 2 108 1 111 6 0 10 16 0 0 0 0 4 211 7 222 +30 mins. 3 108 115 1 0 0 181 5 186 0 0 0 0 4 16 17 +45 mins. 4 1 2 5 12 2 195 3 200 0 0 0 0 125 130 5 Total Volume 13 452 6 471 17 8 36 61 9 757 17 783 0 0 0 0 % App. Total 2.8 96 1.3 27.9 13.1 59 1.1 96.7 2.2 0 0 0 PHF .813 .904 .375 .906 .531 .400 .563 .897 .563 .897 .607 .882 .000 .000 .000 .000 Cars 13 445 6 464 17 8 36 61 8 752 17 777 0 0 0 0 % Cars 100 98.5 100 98.5 100 100 100 100 88.9 99.3 100 99.2 0 0 0 0 Trucks 0 7 0 7 0 0 0 0 1 5 0 6 0 0 0 0 % Trucks 0 1.5 0 1.5 0 0 0 0 11.1 0.7 0 0.8 0 0 0 0

Route 28 In - Peak Hour: 05:00 PM 464 7 471

6 445 13 0 7 0 6 452 13 Right Thru Left

Peak Hour Data In - Peak Hour: 04:00 PM Right 0 0 0 North 36 36 0 Left Cars Green St 0 0 0 Thru 0 0 0 Trucks 61 61 8 0 8 0 Thru Green St Left 0 0 0 17 17 0 Right In - Peak Hour: 04:00 PM

Left Thru Right 8 752 17 1 5 0 9 757 17

777 6 783 In - Peak Hour: 05:00 PM Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097001 E/W Street: Green Street Site Code : 17097001 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 4

Groups Printed- Cars Route 28 Green St Route 28 Green 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 2 97 1 8 3 5 3 164 6 0 0 0 289

04:15 PM 7 83 0 6 0 10 0 172 5 0 0 0 283

04:30 PM 4 92 2 1 0 16 1 172 5 0 0 0 293

04:45 PM 7 97 2 2 5 5 2 187 2 0 0 0 309

Total 20 369 5 17 8 36 6 695 18 0 0 0 1174

05:00 PM 4 109 0 1 4 2 3 169 2 0 0 0 294

05:15 PM 2 107 1 4 4 13 3 210 7 0 0 0 351

05:30 PM 3 107 4 1 3 12 0 180 5 0 0 0 315

05:45 PM 4 122 1 1 1 13 2 193 3 0 0 0 340

Total 13 445 6 7 12 40 8 752 17 0 0 0 1300

Grand Total 33 814 11 24 20 76 14 1447 35 0 0 0 2474 Apprch % 3.8 94.9 1.3 20 16.7 63.3 0.9 96.7 2.3 0 0 0 Total % 1.3 32.9 0.4 1 0.8 3.1 0.6 58.5 1.4 0 0 0 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097001 E/W Street: Green Street Site Code : 17097001 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 5

Route 28 Green St Route 28 Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total 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 05:00 PM 05:00 PM 109 0 113 1 2 7 169 2 174 0 0 0 0 294 4 4 3 05:15 PM 2 107 1 110 4 3 0 0 0 0 4 13 21 210 7 220 351 05:30 PM 3 107 114 1 3 12 16 0 180 5 185 0 0 0 0 315 4 05:45 PM 4 1 1 1 13 15 2 193 3 198 0 0 0 0 340 122 127 Total Volume 13 445 6 464 7 12 40 59 8 752 17 777 0 0 0 0 1300 % App. Total 2.8 95.9 1.3 11.9 20.3 67.8 1 96.8 2.2 0 0 0 PHF .813 .912 .375 .913 .438 .750 .769 .702 .667 .895 .607 .883 .000 .000 .000 .000 .926

Route 28 Out In Total 792 464 1256

6 445 13 Right Thru Left

Peak Hour Data 26 Out Right 30 0 Total North 40 Left Green St 0 Thru 0

Peak Hour Begins at 05:00 PM In In 12 59 Thru Cars Green St Left 0 Total 26 7 Right Out 89

Left Thru Right 8 752 17

452 777 1229 Out In Total Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097001 E/W Street: Green Street Site Code : 17097001 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 6

Route 28 Green St Route 28 Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total 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 05:00 PM 04:00 PM +0 mins. 109 0 113 3 5 16 169 2 174 0 0 0 0 4 8 3 +15 mins. 2 107 1 110 6 0 10 16 3 0 0 0 0 210 7 220 +30 mins. 3 107 114 1 0 0 180 5 185 0 0 0 0 4 16 17 +45 mins. 4 1 2 5 12 2 193 3 198 0 0 0 0 122 127 5 Total Volume 13 445 6 464 17 8 36 61 8 752 17 777 0 0 0 0 % App. Total 2.8 95.9 1.3 27.9 13.1 59 1 96.8 2.2 0 0 0 PHF .813 .912 .375 .913 .531 .400 .563 .897 .667 .895 .607 .883 .000 .000 .000 .000

Route 28 In - Peak Hour: 05:00 PM 464

6 445 13 Right Thru Left

Peak Hour Data In - Peak Hour: 04:00 PM Right 0 North 36 Left Green St 0 Thru 0 Cars 61 8 Thru Green St Left 0 17 Right In - Peak Hour: 04:00 PM

Left Thru Right 8 752 17

777 In - Peak Hour: 05:00 PM Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097001 E/W Street: Green Street Site Code : 17097001 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 7

Groups Printed- Trucks Route 28 Green St Route 28 Green 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 0 1 0 0 0 0 0 2 0 0 0 0 3

04:15 PM 0 2 0 0 0 0 0 1 0 0 0 0 3

04:30 PM 0 0 0 0 0 0 0 5 0 0 0 0 5

04:45 PM 0 2 0 0 0 0 0 1 0 0 0 0 3

Total 0 5 0 0 0 0 0 9 0 0 0 0 14

05:00 PM 0 2 0 0 0 0 0 1 0 0 0 0 3

05:15 PM 0 1 0 0 0 0 1 1 0 0 0 0 3

05:30 PM 0 1 0 0 0 0 0 1 0 0 0 0 2

05:45 PM 0 3 0 0 0 0 0 2 0 0 0 0 5

Total 0 7 0 0 0 0 1 5 0 0 0 0 13

Grand Total 0 12 0 0 0 0 1 14 0 0 0 0 27 Apprch % 0 100 0 0 0 0 6.7 93.3 0 0 0 0 Total % 0 44.4 0 0 0 0 3.7 51.9 0 0 0 0 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097001 E/W Street: Green Street Site Code : 17097001 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 8

Route 28 Green St Route 28 Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total 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 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3 04:15 PM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 3 2 2 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5 5 04:45 PM 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3 Total Volume 0 5 0 5 0 0 0 0 0 9 0 9 0 0 0 0 14 % App. Total 0 100 0 0 0 0 0 100 0 0 0 0 PHF .000 .625 .000 .625 .000 .000 .000 .000 .000 .450 .000 .450 .000 .000 .000 .000 .700

Route 28 Out In Total 9 5 14

0 5 0 Right Thru Left

Peak Hour Data 0 Out Right 0 Total

North 0 0 Left Green St 0 Thru 0

Peak Hour Begins at 04:00 PM In In 0 0 Thru Trucks Green St Left 0 0 Total 0 Right Out 0

Left Thru Right 0 9 0

5 9 14 Out In Total Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097001 E/W Street: Green Street Site Code : 17097001 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 9

Route 28 Green St Route 28 Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total 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 04:00 PM 04:00 PM +0 mins. 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0 +15 mins. 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 +30 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 5 5 +45 mins. 0 0 0 0 0 0 0 1 0 1 0 0 0 0 3 3 Total Volume 0 7 0 7 0 0 0 0 0 9 0 9 0 0 0 0 % App. Total 0 100 0 0 0 0 0 100 0 0 0 0 PHF .000 .583 .000 .583 .000 .000 .000 .000 .000 .450 .000 .450 .000 .000 .000 .000

Route 28 In - Peak Hour: 05:00 PM 7

0 7 0 Right Thru Left

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

Left Thru Right 0 9 0

9 In - Peak Hour: 04:00 PM Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097001 E/W Street: Green Street Site Code : 17097001 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 10

Groups Printed- Bikes Peds Route 28 Green St Route 28 Green 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 0 0 0 4 0 0 0 1 0 0 0 0 0 0 0 4 9 0 9

04:15 PM 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 3 5 0 5

04:30 PM 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 3 7 0 7

04:45 PM 0 0 0 6 0 0 0 2 0 0 0 0 0 0 0 0 8 0 8

Total 0 0 0 14 0 0 0 5 0 0 0 0 0 0 0 10 29 0 29

05:00 PM 0 1 0 2 0 0 0 2 0 0 0 0 0 0 0 1 5 1 6

05:15 PM 0 0 0 2 0 0 0 9 0 0 0 0 0 0 0 1 12 0 12

05:30 PM 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 12 14 0 14

05:45 PM 0 0 0 9 0 0 0 2 0 0 0 0 0 0 0 4 15 0 15

Total 0 1 0 14 0 0 0 14 0 0 0 0 0 0 0 18 46 1 47

Grand Total 0 1 0 28 0 0 0 19 0 0 0 0 0 0 0 28 75 1 76 Apprch % 0 100 0 0 0 0 0 0 0 0 0 0 Total % 0 100 0 0 0 0 0 0 0 0 0 0 98.7 1.3 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097001 E/W Street: Green Street Site Code : 17097001 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 11

Route 28 Green St Route 28 Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 Total Volume 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 % App. Total 0 100 0 0 0 0 0 0 0 0 0 0 PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250

Route 28 Out In Total 0 1 1

0 1 0 Right Thru Left

Peak Hour Data 0 Out Right 0 Total

North 0 0 Left Green St 0 Thru 0

Peak Hour Begins at 04:15 PM In In 0 0 Thru Bikes Peds Green St Left 0 0 Total 0 Right Out 0

Left Thru Right 0 0 0

1 0 1 Out In Total Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097001 E/W Street: Green Street Site Code : 17097001 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 12

Route 28 Green St Route 28 Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total 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 04:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 Total Volume 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 100 0 0 0 0 0 0 0 0 0 0 PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000

Route 28 In - Peak Hour: 04:15 PM 1

0 1 0 Right Thru Left

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

Left Thru Right 0 0 0

0 In - Peak Hour: 04:00 PM Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097002 E/W Street: Washington Street Site Code : 17097002 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 1

Groups Printed- Cars - Trucks Route 28 Washington St Route 28 Washington 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 6 133 3 15 40 9 23 81 3 2 31 0 346

07:15 AM 10 134 7 23 77 9 15 119 11 12 29 4 450

07:30 AM 6 172 4 34 87 9 21 75 9 10 49 2 478

07:45 AM 7 175 8 22 46 9 23 95 12 7 34 4 442

Total 29 614 22 94 250 36 82 370 35 31 143 10 1716

08:00 AM 13 174 5 34 56 13 19 83 8 4 28 0 437

08:15 AM 14 159 4 34 59 10 26 90 12 8 61 3 480

08:30 AM 13 125 12 31 55 15 22 101 13 12 65 4 468

08:45 AM 15 138 4 24 46 14 19 88 11 4 47 5 415

Total 55 596 25 123 216 52 86 362 44 28 201 12 1800

Grand Total 84 1210 47 217 466 88 168 732 79 59 344 22 3516 Apprch % 6.3 90.2 3.5 28.1 60.4 11.4 17.2 74.8 8.1 13.9 80.9 5.2 Total % 2.4 34.4 1.3 6.2 13.3 2.5 4.8 20.8 2.2 1.7 9.8 0.6 Cars 79 1195 47 216 459 80 167 717 79 59 342 21 3461 % Cars 94 98.8 100 99.5 98.5 90.9 99.4 98 100 100 99.4 95.5 98.4 Trucks 5 15 0 1 7 8 1 15 0 0 2 1 55 % Trucks 6 1.2 0 0.5 1.5 9.1 0.6 2 0 0 0.6 4.5 1.6 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097002 E/W Street: Washington Street Site Code : 17097002 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 2

Route 28 Washington St Route 28 Washington St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total 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 6 172 4 182 34 87 9 130 21 75 9 105 10 49 2 61 478 07:45 AM 7 175 8 190 22 46 9 77 23 95 12 130 7 34 4 45 442 08:00 AM 13 174 5 192 34 56 13 103 19 83 8 110 4 28 0 32 437 08:15 AM 14 159 4 177 34 59 10 103 26 90 12 128 8 61 3 72 480 Total Volume 40 680 21 741 124 248 41 413 89 343 41 473 29 172 9 210 1837 % App. Total 5.4 91.8 2.8 30 60 9.9 18.8 72.5 8.7 13.8 81.9 4.3 PHF .714 .971 .656 .965 .912 .713 .788 .794 .856 .903 .854 .910 .725 .705 .563 .729 .957 Cars 37 673 21 731 123 244 36 403 89 337 41 467 29 171 9 209 1810 % Cars 92.5 99.0 100 98.7 99.2 98.4 87.8 97.6 100 98.3 100 98.7 100 99.4 100 99.5 98.5 Trucks 3 7 0 10 1 4 5 10 0 6 0 6 0 1 0 1 27 % Trucks 7.5 1.0 0 1.3 0.8 1.6 12.2 2.4 0 1.7 0 1.3 0 0.6 0 0.5 1.5

Route 28 Out In Total 402 731 1133 11 10 21 413 741 1154

21 673 37 0 7 3 21 680 40 Right Thru Left

Peak Hour Data 5 Out 563 568 253 249 Right 0 Total 4 29 29 North Washington St 41 36 5 Left Peak Hour Begins at 07:30 AM 1 Thru 1

In 248 244 209 210 413 403 In 171 172 Cars 10 4 Thru Trucks Left 9 0 9 124 123 4 Total Washington St 1 354 358 666 652 Right Out 14

Left Thru Right 89 337 41 0 6 0 89 343 41

805 467 1272 8 6 14 813 473 1286 Out In Total Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097002 E/W Street: Washington Street Site Code : 17097002 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 3

Route 28 Washington St Route 28 Washington St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total 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 07:15 AM 07:45 AM 08:00 AM +0 mins. 6 172 4 182 23 77 9 109 23 95 12 130 4 28 0 32

+15 mins. 7 175 8 190 34 87 9 130 19 83 8 110 8 61 3 72 +30 mins. 13 174 5 192 22 46 9 77 26 90 12 128 12 65 4 81 +45 mins. 14 159 4 177 34 56 13 103 22 101 13 136 4 47 5 56 Total Volume 40 680 21 741 113 266 40 419 90 369 45 504 28 201 12 241 % App. Total 5.4 91.8 2.8 27 63.5 9.5 17.9 73.2 8.9 11.6 83.4 5 PHF .714 .971 .656 .965 .831 .764 .769 .806 .865 .913 .865 .926 .583 .773 .600 .744 Cars 37 673 21 731 112 264 37 413 90 360 45 495 28 200 11 239 % Cars 92.5 99 100 98.7 99.1 99.2 92.5 98.6 100 97.6 100 98.2 100 99.5 91.7 99.2 Trucks 3 7 0 10 1 2 3 6 0 9 0 9 0 1 1 2 % Trucks 7.5 1 0 1.3 0.9 0.8 7.5 1.4 0 2.4 0 1.8 0 0.5 8.3 0.8

Route 28 In - Peak Hour: 07:30 AM 731 10 741

21 673 37 0 7 3 21 680 40 Right Thru Left

Peak Hour Data In - Peak Hour: 07:15 AM Right 0 28 28 North Washington St 40 37 3 Left Cars 2 Thru 1 Trucks 266 264 239 241 419 413 200 201 2 6 Thru Left 1 113 112 11 12 Washington St 1 Right In - Peak Hour: 08:00 AM

Left Thru Right 90 360 45 0 9 0 90 369 45

495 9 504 In - Peak Hour: 07:45 AM Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097002 E/W Street: Washington Street Site Code : 17097002 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 4

Groups Printed- Cars Route 28 Washington St Route 28 Washington 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 5 130 3 15 40 9 23 80 3 2 31 0 341

07:15 AM 10 133 7 23 77 9 14 115 11 12 29 4 444

07:30 AM 5 172 4 34 86 8 21 75 9 10 49 2 475

07:45 AM 7 172 8 22 45 9 23 89 12 7 33 4 431

Total 27 607 22 94 248 35 81 359 35 31 142 10 1691

08:00 AM 11 171 5 33 56 11 19 83 8 4 28 0 429

08:15 AM 14 158 4 34 57 8 26 90 12 8 61 3 475

08:30 AM 12 124 12 31 53 13 22 98 13 12 64 4 458

08:45 AM 15 135 4 24 45 13 19 87 11 4 47 4 408

Total 52 588 25 122 211 45 86 358 44 28 200 11 1770

Grand Total 79 1195 47 216 459 80 167 717 79 59 342 21 3461 Apprch % 6 90.5 3.6 28.6 60.8 10.6 17.3 74.5 8.2 14 81 5 Total % 2.3 34.5 1.4 6.2 13.3 2.3 4.8 20.7 2.3 1.7 9.9 0.6 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097002 E/W Street: Washington Street Site Code : 17097002 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 5

Route 28 Washington St Route 28 Washington St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total 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 5 172 4 181 34 86 8 128 21 75 9 105 10 49 2 61 475 07:45 AM 7 172 8 187 22 45 9 76 23 89 12 124 7 33 4 44 431 08:00 AM 11 171 5 187 33 56 11 100 19 83 8 110 4 28 0 32 429 08:15 AM 14 158 4 176 34 57 8 99 26 90 12 128 8 61 3 72 475 Total Volume 37 673 21 731 123 244 36 403 89 337 41 467 29 171 9 209 1810 % App. Total 5.1 92.1 2.9 30.5 60.5 8.9 19.1 72.2 8.8 13.9 81.8 4.3 PHF .661 .978 .656 .977 .904 .709 .818 .787 .856 .936 .854 .912 .725 .701 .563 .726 .953

Route 28 Out In Total 402 731 1133

21 673 37 Right Thru Left

Peak Hour Data Out 563 249 Right Total 29 North Washington St 36 Left Thru

Peak Hour Begins at 07:30 AM In 244 209 403 In 171 Thru Cars Left 9 123 Total Washington St 354 652 Right Out

Left Thru Right 89 337 41

805 467 1272 Out In Total Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097002 E/W Street: Washington Street Site Code : 17097002 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 6

Route 28 Washington St Route 28 Washington St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total 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 07:15 AM 07:45 AM 08:00 AM +0 mins. 5 172 4 181 23 77 9 109 23 89 12 124 4 28 0 32 +15 mins. 7 172 8 187 34 86 8 128 19 83 8 110 8 61 3 72 +30 mins. 11 171 5 187 22 45 9 76 26 90 12 128 12 64 4 80 +45 mins. 14 158 4 176 33 56 11 100 22 98 13 133 4 47 4 55 Total Volume 37 673 21 731 112 264 37 413 90 360 45 495 28 200 11 239 % App. Total 5.1 92.1 2.9 27.1 63.9 9 18.2 72.7 9.1 11.7 83.7 4.6 PHF .661 .978 .656 .977 .824 .767 .841 .807 .865 .918 .865 .930 .583 .781 .688 .747

Route 28 In - Peak Hour: 07:30 AM 731

21 673 37 Right Thru Left

Peak Hour Data In - Peak Hour: 07:15 AM Right 28 North Washington St 37 Left

Cars Thru 264 239 413 200 Thru Left 112 11 Washington St Right In - Peak Hour: 08:00 AM

Left Thru Right 90 360 45

495 In - Peak Hour: 07:45 AM Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097002 E/W Street: Washington Street Site Code : 17097002 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 7

Groups Printed- Trucks Route 28 Washington St Route 28 Washington 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 1 3 0 0 0 0 0 1 0 0 0 0 5

07:15 AM 0 1 0 0 0 0 1 4 0 0 0 0 6

07:30 AM 1 0 0 0 1 1 0 0 0 0 0 0 3

07:45 AM 0 3 0 0 1 0 0 6 0 0 1 0 11

Total 2 7 0 0 2 1 1 11 0 0 1 0 25

08:00 AM 2 3 0 1 0 2 0 0 0 0 0 0 8

08:15 AM 0 1 0 0 2 2 0 0 0 0 0 0 5

08:30 AM 1 1 0 0 2 2 0 3 0 0 1 0 10

08:45 AM 0 3 0 0 1 1 0 1 0 0 0 1 7

Total 3 8 0 1 5 7 0 4 0 0 1 1 30

Grand Total 5 15 0 1 7 8 1 15 0 0 2 1 55 Apprch % 25 75 0 6.2 43.8 50 6.2 93.8 0 0 66.7 33.3 Total % 9.1 27.3 0 1.8 12.7 14.5 1.8 27.3 0 0 3.6 1.8 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097002 E/W Street: Washington Street Site Code : 17097002 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 8

Route 28 Washington St Route 28 Washington St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total 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 3 0 3 0 1 0 1 0 6 0 6 0 1 0 1 11 08:00 AM 2 3 0 5 1 0 2 3 0 0 0 0 0 0 0 0 8 08:15 AM 0 1 0 1 0 2 2 4 0 0 0 0 0 0 0 0 5 08:30 AM 1 1 0 2 0 2 2 4 0 3 0 3 0 1 0 1 10 Total Volume 3 8 0 11 1 5 6 12 0 9 0 9 0 2 0 2 34 % App. Total 27.3 72.7 0 8.3 41.7 50 0 100 0 0 100 0 PHF .375 .667 .000 .550 .250 .625 .750 .750 .000 .375 .000 .375 .000 .500 .000 .500 .773

Route 28 Out In Total 15 11 26

0 8 3 Right Thru Left

Peak Hour Data 7 Out Right 0 Total 5

North Washington St 6 Left 2 Thru 2

Peak Hour Begins at 07:45 AM In In 12 5 Thru Trucks Left 0 5 Total Washington St 1 Right Out 17

Left Thru Right 0 9 0

9 9 18 Out In Total Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097002 E/W Street: Washington Street Site Code : 17097002 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 9

Route 28 Washington St Route 28 Washington St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:

07:45 AM 08:00 AM 07:00 AM 07:45 AM +0 mins. 0 3 0 3 1 0 2 3 0 1 0 1 0 1 0 1 +15 mins. 2 3 0 5 0 2 2 4 1 4 0 5 0 0 0 0 +30 mins. 0 1 0 1 0 2 2 4 0 0 0 0 0 0 0 0

+45 mins. 1 1 0 2 0 1 1 2 0 6 0 6 0 1 0 1 Total Volume 3 8 0 11 1 5 7 13 1 11 0 12 0 2 0 2 % App. Total 27.3 72.7 0 7.7 38.5 53.8 8.3 91.7 0 0 100 0 PHF .375 .667 .000 .550 .250 .625 .875 .813 .250 .458 .000 .500 .000 .500 .000 .500

Route 28 In - Peak Hour: 07:45 AM 11

0 8 3 Right Thru Left

Peak Hour Data In - Peak Hour: 08:00 AM Right 0

North Washington St 7 Left 2 Thru 2 Trucks 13 5 Thru Left 0 Washington St 1 Right In - Peak Hour: 07:45 AM

Left Thru Right 1 11 0

12 In - Peak Hour: 07:00 AM Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097002 E/W Street: Washington Street Site Code : 17097002 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 10

Groups Printed- Bikes Peds Route 28 Washington St Route 28 Washington 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 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 1

07:15 AM 0 0 0 0 0 1 0 2 0 0 0 0 0 0 0 0 2 1 3

07:30 AM 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 2 0 2

07:45 AM 0 0 0 2 0 0 0 1 0 0 0 2 0 0 0 2 7 0 7

Total 0 0 0 3 0 1 0 4 0 0 0 3 0 0 0 2 12 1 13

08:00 AM 0 0 0 2 0 0 0 0 0 0 0 4 0 0 0 2 8 0 8

08:15 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2 3 0 3

08:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1

08:45 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 2 0 2

Total 0 1 0 3 0 0 0 0 0 0 0 5 0 0 0 5 13 1 14

Grand Total 0 1 0 6 0 1 0 4 0 0 0 8 0 0 0 7 25 2 27 Apprch % 0 100 0 0 100 0 0 0 0 0 0 0 Total % 0 50 0 0 50 0 0 0 0 0 0 0 92.6 7.4 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097002 E/W Street: Washington Street Site Code : 17097002 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 11

Route 28 Washington St Route 28 Washington St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

07:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 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

Route 28 Out In Total 0 0 0

0 0 0 Right Thru Left

Peak Hour Data 1 Out Right 0 Total 0

North Washington St 0 Left 0 Thru 0

Peak Hour Begins at 07:00 AM In In 1 1 Thru Bikes Peds Left 0 1 Total Washington St 0 Right Out 1

Left Thru Right 0 0 0

0 0 0 Out In Total Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097002 E/W Street: Washington Street Site Code : 17097002 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 12

Route 28 Washington St Route 28 Washington St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:

07:45 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

+15 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

+45 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 % App. Total 0 100 0 0 100 0 0 0 0 0 0 0 PHF .000 .250 .000 .250 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000

Route 28 In - Peak Hour: 07:45 AM 1

0 1 0 Right Thru Left

Peak Hour Data In - Peak Hour: 07:00 AM Right 0

North Washington St 0 Left 0 Thru 0 Bikes Peds 1 1 Thru Left 0 Washington St 0 Right In - Peak Hour: 07:00 AM

Left Thru Right 0 0 0

0 In - Peak Hour: 07:00 AM Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097002 E/W Street: Washington Street Site Code : 17097002 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 1

Groups Printed- Cars - Trucks Route 28 Washington St Route 28 Washington 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 14 84 7 11 32 18 29 154 18 18 44 8 437

04:15 PM 12 77 2 12 43 23 29 160 15 5 79 3 460

04:30 PM 16 77 2 13 31 17 20 143 13 14 65 5 416

04:45 PM 20 79 3 12 43 29 23 158 18 10 73 6 474

Total 62 317 14 48 149 87 101 615 64 47 261 22 1787

05:00 PM 16 88 3 15 50 15 24 157 9 13 77 9 476

05:15 PM 17 90 5 11 45 21 30 164 9 19 98 5 514

05:30 PM 13 91 5 8 38 12 32 160 17 37 94 4 511

05:45 PM 21 100 6 9 38 16 33 145 17 36 84 2 507

Total 67 369 19 43 171 64 119 626 52 105 353 20 2008

Grand Total 129 686 33 91 320 151 220 1241 116 152 614 42 3795 Apprch % 15.2 80.9 3.9 16.2 56.9 26.9 14 78.7 7.4 18.8 76 5.2 Total % 3.4 18.1 0.9 2.4 8.4 4 5.8 32.7 3.1 4 16.2 1.1 Cars 127 679 33 91 320 146 220 1234 115 152 613 40 3770 % Cars 98.4 99 100 100 100 96.7 100 99.4 99.1 100 99.8 95.2 99.3 Trucks 2 7 0 0 0 5 0 7 1 0 1 2 25 % Trucks 1.6 1 0 0 0 3.3 0 0.6 0.9 0 0.2 4.8 0.7 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097002 E/W Street: Washington Street Site Code : 17097002 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 2

Route 28 Washington St Route 28 Washington St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total 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 05:00 PM

05:00 PM 16 88 3 107 15 50 15 80 24 157 9 190 13 77 9 99 476 05:15 PM 17 90 5 112 11 45 21 77 30 164 9 203 19 98 5 122 514 05:30 PM 13 91 5 109 8 38 12 58 32 160 17 209 37 94 4 135 511 05:45 PM 21 100 6 127 9 38 16 63 33 145 17 195 36 84 2 122 507 Total Volume 67 369 19 455 43 171 64 278 119 626 52 797 105 353 20 478 2008 % App. Total 14.7 81.1 4.2 15.5 61.5 23 14.9 78.5 6.5 22 73.8 4.2 PHF .798 .923 .792 .896 .717 .855 .762 .869 .902 .954 .765 .953 .709 .901 .556 .885 .977 Cars 66 366 19 451 43 171 62 276 119 624 51 794 105 352 19 476 1997 % Cars 98.5 99.2 100 99.1 100 100 96.9 99.3 100 99.7 98.1 99.6 100 99.7 95.0 99.6 99.5 Trucks 1 3 0 4 0 0 2 2 0 2 1 3 0 1 1 2 11 % Trucks 1.5 0.8 0 0.9 0 0 3.1 0.7 0 0.3 1.9 0.4 0 0.3 5.0 0.4 0.5

Route 28 Out In Total 791 451 1242 4 4 8 795 455 1250

19 366 66 0 3 1 19 369 67 Right Thru Left

Peak Hour Data 2 Out 785 787 472 469 Right 0 Total 3 North Washington St 64 62 105 105 2 Left Peak Hour Begins at 05:00 PM 2 Thru 1

In 171 171 476 478 278 276 In 352 353 Cars 0 2 Thru Trucks Left 1 0 19 20 Total Washington St 43 43 0 309 309 750 745 Right Out 5

Left Thru Right 119 624 51 0 2 1 119 626 52

428 794 1222 4 3 7 432 797 1229 Out In Total Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097002 E/W Street: Washington Street Site Code : 17097002 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 3

Route 28 Washington St Route 28 Washington St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total 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 04:15 PM 04:45 PM 05:00 PM +0 mins. 16 88 3 107 12 43 23 78 23 158 18 199 13 77 9 99 +15 mins. 17 90 5 112 13 31 17 61 24 157 9 190 19 98 5 122 +30 mins. 13 91 5 109 12 43 29 84 30 164 9 203 37 94 4 135 +45 mins. 21 100 6 127 15 50 15 80 32 160 17 209 36 84 2 122 Total Volume 67 369 19 455 52 167 84 303 109 639 53 801 105 353 20 478 % App. Total 14.7 81.1 4.2 17.2 55.1 27.7 13.6 79.8 6.6 22 73.8 4.2 PHF .798 .923 .792 .896 .867 .835 .724 .902 .852 .974 .736 .958 .709 .901 .556 .885 Cars 66 366 19 451 52 167 82 301 109 638 52 799 105 352 19 476 % Cars 98.5 99.2 100 99.1 100 100 97.6 99.3 100 99.8 98.1 99.8 100 99.7 95 99.6 Trucks 1 3 0 4 0 0 2 2 0 1 1 2 0 1 1 2 % Trucks 1.5 0.8 0 0.9 0 0 2.4 0.7 0 0.2 1.9 0.2 0 0.3 5 0.4

Route 28 In - Peak Hour: 05:00 PM 451 4 455

19 366 66 0 3 1 19 369 67 Right Thru Left

Peak Hour Data In - Peak Hour: 04:15 PM Right 0

North Washington St 84 82 105 105 2 Left Cars 2 Thru 1 Trucks 167 167 476 478 303 301 352 353 0 2 Thru Left 1 19 20 Washington St 52 52 0 Right In - Peak Hour: 05:00 PM

Left Thru Right 109 638 52 0 1 1 109 639 53

799 2 801 In - Peak Hour: 04:45 PM Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097002 E/W Street: Washington Street Site Code : 17097002 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 4

Groups Printed- Cars Route 28 Washington St Route 28 Washington 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 14 82 7 11 32 17 29 153 18 18 44 8 433

04:15 PM 12 77 2 12 43 23 29 159 15 5 79 3 459

04:30 PM 15 76 2 13 31 17 20 140 13 14 65 5 411

04:45 PM 20 78 3 12 43 27 23 158 18 10 73 5 470

Total 61 313 14 48 149 84 101 610 64 47 261 21 1773

05:00 PM 16 87 3 15 50 15 24 157 9 13 77 8 474

05:15 PM 16 90 5 11 45 21 30 163 8 19 98 5 511

05:30 PM 13 90 5 8 38 12 32 160 17 37 93 4 509

05:45 PM 21 99 6 9 38 14 33 144 17 36 84 2 503

Total 66 366 19 43 171 62 119 624 51 105 352 19 1997

Grand Total 127 679 33 91 320 146 220 1234 115 152 613 40 3770 Apprch % 15.1 80.9 3.9 16.3 57.5 26.2 14 78.6 7.3 18.9 76.1 5 Total % 3.4 18 0.9 2.4 8.5 3.9 5.8 32.7 3.1 4 16.3 1.1 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097002 E/W Street: Washington Street Site Code : 17097002 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 5

Route 28 Washington St Route 28 Washington St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total 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 05:00 PM

05:00 PM 16 87 3 106 15 50 15 80 24 157 9 190 13 77 8 98 474 05:15 PM 16 90 5 111 11 45 21 77 30 163 8 201 19 98 5 122 511 05:30 PM 13 90 5 108 8 38 12 58 32 160 17 209 37 93 4 134 509 05:45 PM 21 99 6 126 9 38 14 61 33 144 17 194 36 84 2 122 503 Total Volume 66 366 19 451 43 171 62 276 119 624 51 794 105 352 19 476 1997 % App. Total 14.6 81.2 4.2 15.6 62 22.5 15 78.6 6.4 22.1 73.9 4 PHF .786 .924 .792 .895 .717 .855 .738 .863 .902 .957 .750 .950 .709 .898 .594 .888 .977

Route 28 Out In Total 791 451 1242

19 366 66 Right Thru Left

Peak Hour Data Out 785 469 Right Total

North Washington St 62 105 Left Thru

Peak Hour Begins at 05:00 PM In 171 476 276 In 352 Thru Cars Left 19 Total Washington St 43 309 745 Right Out

Left Thru Right 119 624 51

428 794 1222 Out In Total Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097002 E/W Street: Washington Street Site Code : 17097002 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 6

Route 28 Washington St Route 28 Washington St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total 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 04:15 PM 04:45 PM 05:00 PM +0 mins. 16 87 3 106 12 43 23 78 23 158 18 199 13 77 8 98 +15 mins. 16 90 5 111 13 31 17 61 24 157 9 190 19 98 5 122 +30 mins. 13 90 5 108 12 43 27 82 30 163 8 201 37 93 4 134 +45 mins. 21 99 6 126 15 50 15 80 32 160 17 209 36 84 2 122 Total Volume 66 366 19 451 52 167 82 301 109 638 52 799 105 352 19 476 % App. Total 14.6 81.2 4.2 17.3 55.5 27.2 13.6 79.8 6.5 22.1 73.9 4 PHF .786 .924 .792 .895 .867 .835 .759 .918 .852 .979 .722 .956 .709 .898 .594 .888

Route 28 In - Peak Hour: 05:00 PM 451

19 366 66 Right Thru Left

Peak Hour Data In - Peak Hour: 04:15 PM Right

North Washington St 82 105 Left

Cars Thru 167 476 301 352 Thru Left 19 Washington St 52 Right In - Peak Hour: 05:00 PM

Left Thru Right 109 638 52

799 In - Peak Hour: 04:45 PM Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097002 E/W Street: Washington Street Site Code : 17097002 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 7

Groups Printed- Trucks Route 28 Washington St Route 28 Washington 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 0 2 0 0 0 1 0 1 0 0 0 0 4

04:15 PM 0 0 0 0 0 0 0 1 0 0 0 0 1

04:30 PM 1 1 0 0 0 0 0 3 0 0 0 0 5

04:45 PM 0 1 0 0 0 2 0 0 0 0 0 1 4

Total 1 4 0 0 0 3 0 5 0 0 0 1 14

05:00 PM 0 1 0 0 0 0 0 0 0 0 0 1 2

05:15 PM 1 0 0 0 0 0 0 1 1 0 0 0 3

05:30 PM 0 1 0 0 0 0 0 0 0 0 1 0 2

05:45 PM 0 1 0 0 0 2 0 1 0 0 0 0 4

Total 1 3 0 0 0 2 0 2 1 0 1 1 11

Grand Total 2 7 0 0 0 5 0 7 1 0 1 2 25 Apprch % 22.2 77.8 0 0 0 100 0 87.5 12.5 0 33.3 66.7 Total % 8 28 0 0 0 20 0 28 4 0 4 8 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097002 E/W Street: Washington Street Site Code : 17097002 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 8

Route 28 Washington St Route 28 Washington St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total 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 0 2 0 2 0 0 1 1 0 1 0 1 0 0 0 0 4 04:15 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1

04:30 PM 1 1 0 2 0 0 0 0 0 3 0 3 0 0 0 0 5 04:45 PM 0 1 0 1 0 0 2 2 0 0 0 0 0 0 1 1 4 Total Volume 1 4 0 5 0 0 3 3 0 5 0 5 0 0 1 1 14 % App. Total 20 80 0 0 0 100 0 100 0 0 0 100 PHF .250 .500 .000 .625 .000 .000 .375 .375 .000 .417 .000 .417 .000 .000 .250 .250 .700

Route 28 Out In Total 8 5 13

0 4 1 Right Thru Left

Peak Hour Data 1 Out Right 0 Total 1

North Washington St 3 Left 1 Thru 0

Peak Hour Begins at 04:00 PM In In 0 3 Thru Trucks Left 1 0 Total Washington St 0 Right Out 4

Left Thru Right 0 5 0

5 5 10 Out In Total Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097002 E/W Street: Washington Street Site Code : 17097002 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 9

Route 28 Washington St Route 28 Washington St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total 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 04:45 PM +0 mins. 0 2 0 2 0 0 1 1 0 1 0 1 0 0 1 1 +15 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 1

+30 mins. 1 1 0 2 0 0 0 0 0 3 0 3 0 0 0 0 +45 mins. 0 1 0 1 0 0 2 2 0 0 0 0 0 1 0 1 Total Volume 1 4 0 5 0 0 3 3 0 5 0 5 0 1 2 3 % App. Total 20 80 0 0 0 100 0 100 0 0 33.3 66.7 PHF .250 .500 .000 .625 .000 .000 .375 .375 .000 .417 .000 .417 .000 .250 .500 .750

Route 28 In - Peak Hour: 04:00 PM 5

0 4 1 Right Thru Left

Peak Hour Data In - Peak Hour: 04:00 PM Right 0

North Washington St 3 Left 3 Thru 1 Trucks 0 3 Thru Left 2 Washington St 0 Right In - Peak Hour: 04:45 PM

Left Thru Right 0 5 0

5 In - Peak Hour: 04:00 PM Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097002 E/W Street: Washington Street Site Code : 17097002 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 10

Groups Printed- Bikes Peds Route 28 Washington St Route 28 Washington 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 0 0 0 1 0 0 0 2 0 0 0 0 0 1 0 2 5 1 6

04:15 PM 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2

04:30 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 1 1 2

04:45 PM 0 0 0 2 0 0 0 3 0 0 0 0 0 0 0 2 7 0 7

Total 0 0 0 6 0 0 0 5 0 0 0 0 0 2 0 4 15 2 17

05:00 PM 0 0 0 0 0 0 0 2 0 0 0 0 0 1 0 2 4 1 5

05:15 PM 0 0 0 2 0 0 0 1 0 0 0 1 0 0 0 0 4 0 4

05:30 PM 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 2 0 2

05:45 PM 0 0 0 1 0 0 0 1 0 0 0 1 0 0 0 0 3 0 3

Total 0 0 0 4 0 0 0 4 0 0 0 3 0 1 0 2 13 1 14

Grand Total 0 0 0 10 0 0 0 9 0 0 0 3 0 3 0 6 28 3 31 Apprch % 0 0 0 0 0 0 0 0 0 0 100 0 Total % 0 0 0 0 0 0 0 0 0 0 100 0 90.3 9.7 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097002 E/W Street: Washington Street Site Code : 17097002 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 11

Route 28 Washington St Route 28 Washington St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total 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 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 % App. Total 0 0 0 0 0 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 .000 .500 .500

Route 28 Out In Total 0 0 0

0 0 0 Right Thru Left

Peak Hour Data 2 Out Right 0 Total 2

North Washington St 0 Left 2 Thru 2

Peak Hour Begins at 04:00 PM In In 0 0 Thru Bikes Peds Left 0 0 Total Washington St 0 Right Out 2

Left Thru Right 0 0 0

0 0 0 Out In Total Route 28 Accurate Counts 978-664-2565

N/S Street : Route 28 (Main St) File Name : 17097002 E/W Street: Washington Street Site Code : 17097002 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 12

Route 28 Washington St Route 28 Washington St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total 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. 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 % App. Total 0 0 0 0 0 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 .000 .500

Route 28 In - Peak Hour: 04:00 PM 0

0 0 0 Right Thru Left

Peak Hour Data In - Peak Hour: 04:00 PM Right 0

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

Left Thru Right 0 0 0

0 In - Peak Hour: 04:00 PM Route 28 Accurate Counts 978-664-2565

N/S Street : Elliot Street File Name : 17097003 E/W Street: Green Street Site Code : 17097003 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 1

Groups Printed- Cars - Trucks Elliot St Green St Elliot St Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 0 1 0 0 18 4 0 2 0 0 4 0 29

07:15 AM 1 1 2 0 19 1 14 2 0 0 1 0 41

07:30 AM 3 3 2 0 42 0 10 1 0 0 5 0 66

07:45 AM 2 3 0 0 29 2 7 2 0 1 3 1 50

Total 6 8 4 0 108 7 31 7 0 1 13 1 186

08:00 AM 1 3 3 1 13 3 11 3 0 0 3 1 42

08:15 AM 2 1 1 0 20 0 6 3 0 0 0 0 33

08:30 AM 1 3 1 1 28 0 10 4 0 0 5 1 54

08:45 AM 0 1 0 0 14 1 2 2 0 0 4 2 26

Total 4 8 5 2 75 4 29 12 0 0 12 4 155

Grand Total 10 16 9 2 183 11 60 19 0 1 25 5 341 Apprch % 28.6 45.7 25.7 1 93.4 5.6 75.9 24.1 0 3.2 80.6 16.1 Total % 2.9 4.7 2.6 0.6 53.7 3.2 17.6 5.6 0 0.3 7.3 1.5 Cars 10 16 8 2 182 11 60 18 0 1 25 5 338 % Cars 100 100 88.9 100 99.5 100 100 94.7 0 100 100 100 99.1 Trucks 0 0 1 0 1 0 0 1 0 0 0 0 3 % Trucks 0 0 11.1 0 0.5 0 0 5.3 0 0 0 0 0.9 Accurate Counts 978-664-2565

N/S Street : Elliot Street File Name : 17097003 E/W Street: Green Street Site Code : 17097003 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 2

Elliot St Green St Elliot St Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total 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 1 1 2 4 0 19 1 20 2 0 0 1 0 1 41 14 16 07:30 AM 2 0 0 10 1 0 11 0 0 3 3 8 42 42 5 5 66 07:45 AM 2 3 0 5 0 29 2 31 7 2 0 9 3 5 50 1 1 08:00 AM 1 3 7 13 17 11 0 14 0 3 1 4 42 3 1 3 3 Total Volume 7 10 7 24 1 103 6 110 42 8 0 50 1 12 2 15 199 % App. Total 29.2 41.7 29.2 0.9 93.6 5.5 84 16 0 6.7 80 13.3 PHF .583 .833 .583 .750 .250 .613 .500 .655 .750 .667 .000 .781 .250 .600 .500 .750 .754 Cars 7 10 6 23 1 102 6 109 42 8 0 50 1 12 2 15 197 % Cars 100 100 85.7 95.8 100 99.0 100 99.1 100 100 0 100 100 100 100 100 99.0 Trucks 0 0 1 1 0 1 0 1 0 0 0 0 0 0 0 0 2 % Trucks 0 0 14.3 4.2 0 1.0 0 0.9 0 0 0 0 0 0 0 0 1.0

Elliot St Out In Total 15 23 38 0 1 1 15 24 39

6 10 7 1 0 0 7 10 7 Right Thru Left

Peak Hour Data 2 Out 165 167 Right 19 19 1 0 1 Total

North 0 6 0 6 Left Peak Hour Begins at 07:15 AM Green St 0 Thru 15 15 0

In 103 102 12 12 110 109 In Cars 1 1 Thru Trucks Green St Left 2 0 2 2 Total 1 0 1 150 152 129 128 Right Out 1

Left Thru Right 42 8 0 0 0 0 42 8 0

13 50 63 0 0 0 13 50 63 Out In Total Elliot St Accurate Counts 978-664-2565

N/S Street : Elliot Street File Name : 17097003 E/W Street: Green Street Site Code : 17097003 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 3

Elliot St Green St Elliot St Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:

07:15 AM 07:00 AM 07:15 AM 08:00 AM +0 mins. 1 1 2 4 0 18 22 2 0 0 3 1 4 4 14 16 +15 mins. 2 0 19 1 20 10 1 0 11 0 0 0 0 3 3 8 +30 mins. 2 3 0 5 0 0 7 2 0 9 0 1 42 42 5 6 +45 mins. 1 3 7 0 29 2 31 11 0 14 0 4 6 3 3 2 Total Volume 7 10 7 24 0 108 7 115 42 8 0 50 0 12 4 16 % App. Total 29.2 41.7 29.2 0 93.9 6.1 84 16 0 0 75 25 PHF .583 .833 .583 .750 .000 .643 .438 .685 .750 .667 .000 .781 .000 .600 .500 .667 Cars 7 10 6 23 0 107 7 114 42 8 0 50 0 12 4 16 % Cars 100 100 85.7 95.8 0 99.1 100 99.1 100 100 0 100 0 100 100 100 Trucks 0 0 1 1 0 1 0 1 0 0 0 0 0 0 0 0 % Trucks 0 0 14.3 4.2 0 0.9 0 0.9 0 0 0 0 0 0 0 0

Elliot St In - Peak Hour: 07:15 AM 23 1 24

6 10 7 1 0 0 7 10 7 Right Thru Left

Peak Hour Data In - Peak Hour: 07:00 AM Right 0 0 0 North 7 0 7 Left Cars Green St 0 Thru 16 16 0 Trucks 108 107 12 12 115 114 1 1 Thru Green St Left 4 0 4 0 0 0 Right In - Peak Hour: 08:00 AM

Left Thru Right 42 8 0 0 0 0 42 8 0

50 0 50 In - Peak Hour: 07:15 AM Elliot St Accurate Counts 978-664-2565

N/S Street : Elliot Street File Name : 17097003 E/W Street: Green Street Site Code : 17097003 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 4

Groups Printed- Cars Elliot St Green St Elliot St Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 0 1 0 0 18 4 0 2 0 0 4 0 29

07:15 AM 1 1 2 0 19 1 14 2 0 0 1 0 41

07:30 AM 3 3 2 0 41 0 10 1 0 0 5 0 65

07:45 AM 2 3 0 0 29 2 7 2 0 1 3 1 50

Total 6 8 4 0 107 7 31 7 0 1 13 1 185

08:00 AM 1 3 2 1 13 3 11 3 0 0 3 1 41

08:15 AM 2 1 1 0 20 0 6 3 0 0 0 0 33

08:30 AM 1 3 1 1 28 0 10 3 0 0 5 1 53

08:45 AM 0 1 0 0 14 1 2 2 0 0 4 2 26

Total 4 8 4 2 75 4 29 11 0 0 12 4 153

Grand Total 10 16 8 2 182 11 60 18 0 1 25 5 338 Apprch % 29.4 47.1 23.5 1 93.3 5.6 76.9 23.1 0 3.2 80.6 16.1 Total % 3 4.7 2.4 0.6 53.8 3.3 17.8 5.3 0 0.3 7.4 1.5 Accurate Counts 978-664-2565

N/S Street : Elliot Street File Name : 17097003 E/W Street: Green Street Site Code : 17097003 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 5

Elliot St Green St Elliot St Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total 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 1 1 4 0 19 1 20 2 0 0 1 0 1 41 2 14 16 07:30 AM 2 0 0 10 1 0 11 0 0 3 3 8 41 41 5 5 65 07:45 AM 2 3 0 5 0 29 2 31 7 2 0 9 3 5 50 1 1 08:00 AM 1 3 2 6 13 17 11 0 14 0 3 1 4 41 1 3 3 Total Volume 7 10 6 23 1 102 6 109 42 8 0 50 1 12 2 15 197 % App. Total 30.4 43.5 26.1 0.9 93.6 5.5 84 16 0 6.7 80 13.3 PHF .583 .833 .750 .719 .250 .622 .500 .665 .750 .667 .000 .781 .250 .600 .500 .750 .758

Elliot St Out In Total 15 23 38

6 10 7 Right Thru Left

Peak Hour Data Out 165 Right 19 1 Total North 6 Left Green St Thru 15

Peak Hour Begins at 07:15 AM In 102 109 12 In Thru Cars Green St Left 2 Total 1 150 128 Right Out

Left Thru Right 42 8 0

13 50 63 Out In Total Elliot St Accurate Counts 978-664-2565

N/S Street : Elliot Street File Name : 17097003 E/W Street: Green Street Site Code : 17097003 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 6

Elliot St Green St Elliot St Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:

07:15 AM 07:00 AM 07:15 AM 08:00 AM +0 mins. 1 1 4 0 18 22 2 0 0 3 1 4 2 4 14 16 +15 mins. 2 0 19 1 20 10 1 0 11 0 0 0 0 3 3 8 +30 mins. 2 3 0 5 0 0 7 2 0 9 0 1 41 41 5 6 +45 mins. 1 3 2 6 0 29 2 31 11 0 14 0 4 6 3 2 Total Volume 7 10 6 23 0 107 7 114 42 8 0 50 0 12 4 16 % App. Total 30.4 43.5 26.1 0 93.9 6.1 84 16 0 0 75 25 PHF .583 .833 .750 .719 .000 .652 .438 .695 .750 .667 .000 .781 .000 .600 .500 .667

Elliot St In - Peak Hour: 07:15 AM 23

6 10 7 Right Thru Left

Peak Hour Data In - Peak Hour: 07:00 AM Right 0 North 7 Left Green St Thru 16 Cars 107 114 12 Thru Green St Left 4 0 Right In - Peak Hour: 08:00 AM

Left Thru Right 42 8 0

50 In - Peak Hour: 07:15 AM Elliot St Accurate Counts 978-664-2565

N/S Street : Elliot Street File Name : 17097003 E/W Street: Green Street Site Code : 17097003 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 7

Groups Printed- Trucks Elliot St Green St Elliot St Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0

07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0

07:30 AM 0 0 0 0 1 0 0 0 0 0 0 0 1

07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 1 0 0 0 0 0 0 0 1

08:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 1

08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0

08:30 AM 0 0 0 0 0 0 0 1 0 0 0 0 1

08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 1 0 0 0 0 1 0 0 0 0 2

Grand Total 0 0 1 0 1 0 0 1 0 0 0 0 3 Apprch % 0 0 100 0 100 0 0 100 0 0 0 0 Total % 0 0 33.3 0 33.3 0 0 33.3 0 0 0 0 Accurate Counts 978-664-2565

N/S Street : Elliot Street File Name : 17097003 E/W Street: Green Street Site Code : 17097003 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 8

Elliot St Green St Elliot St Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 Total Volume 0 0 1 1 0 1 0 1 0 0 0 0 0 0 0 0 2 % App. Total 0 0 100 0 100 0 0 0 0 0 0 0 PHF .000 .000 .250 .250 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .500

Elliot St Out In Total 0 1 1

1 0 0 Right Thru Left

Peak Hour Data 2 Out Right 0 Total

North 0 0 Left Green St 0 Thru 0

Peak Hour Begins at 07:15 AM In In 1 1 Thru Trucks Green St Left 0 2 Total 0 Right Out 1

Left Thru Right 0 0 0

0 0 0 Out In Total Elliot St Accurate Counts 978-664-2565

N/S Street : Elliot Street File Name : 17097003 E/W Street: Green Street Site Code : 17097003 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 9

Elliot St Green St Elliot St Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:

07:15 AM 07:00 AM 07:45 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 Total Volume 0 0 1 1 0 1 0 1 0 1 0 1 0 0 0 0 % App. Total 0 0 100 0 100 0 0 100 0 0 0 0 PHF .000 .000 .250 .250 .000 .250 .000 .250 .000 .250 .000 .250 .000 .000 .000 .000

Elliot St In - Peak Hour: 07:15 AM 1

1 0 0 Right Thru Left

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

Left Thru Right 0 1 0

1 In - Peak Hour: 07:45 AM Elliot St Accurate Counts 978-664-2565

N/S Street : Elliot Street File Name : 17097003 E/W Street: Green Street Site Code : 17097003 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 10

Groups Printed- Bikes Peds Elliot St Green St Elliot St Green 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 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1

07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1

08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 Apprch % 0 0 0 0 0 0 0 0 0 0 0 0 Total % 100 0 Accurate Counts 978-664-2565

N/S Street : Elliot Street File Name : 17097003 E/W Street: Green Street Site Code : 17097003 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 11

Elliot St Green St Elliot St Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000

Elliot St Out In Total 0 0 0

0 0 0 Right Thru Left

Peak Hour Data 0 Out Right 0 Total

North 0 0 Left Green St 0 Thru 0

Peak Hour Begins at 07:00 AM In In 0 0 Thru Bikes Peds Green St Left 0 0 Total 0 Right Out 0

Left Thru Right 0 0 0

0 0 0 Out In Total Elliot St Accurate Counts 978-664-2565

N/S Street : Elliot Street File Name : 17097003 E/W Street: Green Street Site Code : 17097003 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 12

Elliot St Green St Elliot St Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:

07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000

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

0 0 0 Right Thru Left

Peak Hour Data In - Peak Hour: 07:00 AM Right 0 North 0 Left Green St 0 Thru 0 Bikes Peds 0 0 Thru Green St Left 0 0 Right In - Peak Hour: 07:00 AM

Left Thru Right 0 0 0

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

N/S Street : Elliot Street File Name : 17097003 E/W Street: Green Street Site Code : 17097003 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 1

Groups Printed- Cars - Trucks Elliot St Green St Elliot St Green 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 2 3 4 0 9 1 2 2 0 1 5 1 30

04:15 PM 0 4 2 1 8 0 4 2 0 1 10 0 32

04:30 PM 0 4 0 2 11 2 0 2 2 0 5 1 29

04:45 PM 3 4 1 0 11 1 2 4 1 2 5 2 36

Total 5 15 7 3 39 4 8 10 3 4 25 4 127

05:00 PM 2 2 1 0 6 2 1 1 0 0 4 1 20

05:15 PM 1 4 3 0 13 3 3 0 1 2 5 3 38

05:30 PM 2 5 1 0 10 2 3 2 2 0 9 0 36

05:45 PM 0 3 1 0 14 4 2 2 1 0 5 2 34

Total 5 14 6 0 43 11 9 5 4 2 23 6 128

Grand Total 10 29 13 3 82 15 17 15 7 6 48 10 255 Apprch % 19.2 55.8 25 3 82 15 43.6 38.5 17.9 9.4 75 15.6 Total % 3.9 11.4 5.1 1.2 32.2 5.9 6.7 5.9 2.7 2.4 18.8 3.9 Cars 10 29 13 3 82 15 17 15 7 6 48 10 255 % Cars 100 100 100 100 100 100 100 100 100 100 100 100 100 Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 % Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 Accurate Counts 978-664-2565

N/S Street : Elliot Street File Name : 17097003 E/W Street: Green Street Site Code : 17097003 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 2

Elliot St Green St Elliot St Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total 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 4 1 0 11 1 12 2 1 5 2 9 36 3 8 4 7 2 05:00 PM 2 2 1 5 0 6 2 8 1 1 0 2 0 4 1 5 20 05:15 PM 1 4 8 0 0 1 4 2 5 3 13 3 16 3 3 10 38 05:30 PM 2 1 8 0 10 2 12 3 2 7 0 0 9 36 5 2 9 Total Volume 8 15 6 29 0 40 8 48 9 7 4 20 4 23 6 33 130 % App. Total 27.6 51.7 20.7 0 83.3 16.7 45 35 20 12.1 69.7 18.2 PHF .667 .750 .500 .906 .000 .769 .667 .750 .750 .438 .500 .714 .500 .639 .500 .825 .855 Cars 8 15 6 29 0 40 8 48 9 7 4 20 4 23 6 33 130 % Cars 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Elliot St Out In Total 19 29 48 0 0 0 19 29 48

6 15 8 0 0 0 6 15 8 Right Thru Left

Peak Hour Data 0 88 88 Out Right 35 35 4 0 4 Total

North 0 8 0 8 Left Peak Hour Begins at 04:45 PM Green St 0 Thru 33 33 0

In 23 23 In 40 40 Cars 48 48 0 0 Thru Trucks Green St Left 6 0 6 0 Total 55 55 0 0 0 Right Out 83 83 0

Left Thru Right 9 7 4 0 0 0 9 7 4

21 20 41 0 0 0 21 20 41 Out In Total Elliot St Accurate Counts 978-664-2565

N/S Street : Elliot Street File Name : 17097003 E/W Street: Green Street Site Code : 17097003 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 3

Elliot St Green St Elliot St Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:

04:45 PM 05:00 PM 04:00 PM 04:00 PM +0 mins. 4 1 0 6 2 8 2 2 0 4 1 5 1 7 3 8 +15 mins. 2 2 1 5 0 13 3 16 2 0 6 1 0 4 10 11 +30 mins. 1 4 8 0 10 2 12 0 2 4 0 5 1 6 3 2 +45 mins. 2 1 8 0 2 1 5 9 5 14 4 18 4 7 2 2 Total Volume 8 15 6 29 0 43 11 54 8 10 3 21 4 25 4 33 % App. Total 27.6 51.7 20.7 0 79.6 20.4 38.1 47.6 14.3 12.1 75.8 12.1 PHF .667 .750 .500 .906 .000 .768 .688 .750 .500 .625 .375 .750 .500 .625 .500 .750 Cars 8 15 6 29 0 43 11 54 8 10 3 21 4 25 4 33 % Cars 100 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Elliot St In - Peak Hour: 04:45 PM 29 0 29

6 15 8 0 0 0 6 15 8 Right Thru Left

Peak Hour Data In - Peak Hour: 05:00 PM Right 4 0 4 North 11 11 0 Left Cars Green St 0 Thru 33 33 0 Trucks 25 25 43 43 54 54 0 0 Thru Green St Left 4 0 4 0 0 0 Right In - Peak Hour: 04:00 PM

Left Thru Right 8 10 3 0 0 0 8 10 3

21 0 21 In - Peak Hour: 04:00 PM Elliot St Accurate Counts 978-664-2565

N/S Street : Elliot Street File Name : 17097003 E/W Street: Green Street Site Code : 17097003 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 4

Groups Printed- Cars Elliot St Green St Elliot St Green 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 2 3 4 0 9 1 2 2 0 1 5 1 30

04:15 PM 0 4 2 1 8 0 4 2 0 1 10 0 32

04:30 PM 0 4 0 2 11 2 0 2 2 0 5 1 29

04:45 PM 3 4 1 0 11 1 2 4 1 2 5 2 36

Total 5 15 7 3 39 4 8 10 3 4 25 4 127

05:00 PM 2 2 1 0 6 2 1 1 0 0 4 1 20

05:15 PM 1 4 3 0 13 3 3 0 1 2 5 3 38

05:30 PM 2 5 1 0 10 2 3 2 2 0 9 0 36

05:45 PM 0 3 1 0 14 4 2 2 1 0 5 2 34

Total 5 14 6 0 43 11 9 5 4 2 23 6 128

Grand Total 10 29 13 3 82 15 17 15 7 6 48 10 255 Apprch % 19.2 55.8 25 3 82 15 43.6 38.5 17.9 9.4 75 15.6 Total % 3.9 11.4 5.1 1.2 32.2 5.9 6.7 5.9 2.7 2.4 18.8 3.9 Accurate Counts 978-664-2565

N/S Street : Elliot Street File Name : 17097003 E/W Street: Green Street Site Code : 17097003 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 5

Elliot St Green St Elliot St Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total 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 4 1 0 11 1 12 2 1 5 2 9 36 3 8 4 7 2 05:00 PM 2 2 1 5 0 6 2 8 1 1 0 2 0 4 1 5 20 05:15 PM 1 4 8 0 0 1 4 2 5 3 13 3 16 3 3 10 38 05:30 PM 2 1 8 0 10 2 12 3 2 7 0 0 9 36 5 2 9 Total Volume 8 15 6 29 0 40 8 48 9 7 4 20 4 23 6 33 130 % App. Total 27.6 51.7 20.7 0 83.3 16.7 45 35 20 12.1 69.7 18.2 PHF .667 .750 .500 .906 .000 .769 .667 .750 .750 .438 .500 .714 .500 .639 .500 .825 .855

Elliot St Out In Total 19 29 48

6 15 8 Right Thru Left

Peak Hour Data 88 Out Right 35 4 Total North 8 Left Green St Thru 33

Peak Hour Begins at 04:45 PM In 23 In 40 48 Thru Cars Green St Left 6 Total 55 0 Right Out 83

Left Thru Right 9 7 4

21 20 41 Out In Total Elliot St Accurate Counts 978-664-2565

N/S Street : Elliot Street File Name : 17097003 E/W Street: Green Street Site Code : 17097003 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 6

Elliot St Green St Elliot St Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:

04:45 PM 05:00 PM 04:00 PM 04:00 PM +0 mins. 4 1 0 6 2 8 2 2 0 4 1 5 1 7 3 8 +15 mins. 2 2 1 5 0 13 3 16 2 0 6 1 0 4 10 11 +30 mins. 1 4 8 0 10 2 12 0 2 4 0 5 1 6 3 2 +45 mins. 2 1 8 0 2 1 5 9 5 14 4 18 4 7 2 2 Total Volume 8 15 6 29 0 43 11 54 8 10 3 21 4 25 4 33 % App. Total 27.6 51.7 20.7 0 79.6 20.4 38.1 47.6 14.3 12.1 75.8 12.1 PHF .667 .750 .500 .906 .000 .768 .688 .750 .500 .625 .375 .750 .500 .625 .500 .750

Elliot St In - Peak Hour: 04:45 PM 29

6 15 8 Right Thru Left

Peak Hour Data In - Peak Hour: 05:00 PM Right 4 North 11 Left Green St Thru 33 Cars 25 43 54 Thru Green St Left 4 0 Right In - Peak Hour: 04:00 PM

Left Thru Right 8 10 3

21 In - Peak Hour: 04:00 PM Elliot St Accurate Counts 978-664-2565

N/S Street : Elliot Street File Name : 17097003 E/W Street: Green Street Site Code : 17097003 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 7

Groups Printed- Trucks Elliot St Green St Elliot St Green 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 0 0 0 0 0 0 0 0 0 0 0 0 0

04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0

04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0

04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 0 0 0 0 0 0 0

05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0

05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0

05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0

05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Apprch % 0 0 0 0 0 0 0 0 0 0 0 0 Total % Accurate Counts 978-664-2565

N/S Street : Elliot Street File Name : 17097003 E/W Street: Green Street Site Code : 17097003 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 8

Elliot St Green St Elliot St Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000

Elliot St Out In Total 0 0 0

0 0 0 Right Thru Left

Peak Hour Data 0 Out Right 0 Total

North 0 0 Left Green St 0 Thru 0

Peak Hour Begins at 04:00 PM In In 0 0 Thru Trucks Green St Left 0 0 Total 0 Right Out 0

Left Thru Right 0 0 0

0 0 0 Out In Total Elliot St Accurate Counts 978-664-2565

N/S Street : Elliot Street File Name : 17097003 E/W Street: Green Street Site Code : 17097003 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 9

Elliot St Green St Elliot St Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total 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. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000

Elliot 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 North 0 Left Green St 0 Thru 0 Trucks 0 0 Thru Green St Left 0 0 Right In - Peak Hour: 04:00 PM

Left Thru Right 0 0 0

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

N/S Street : Elliot Street File Name : 17097003 E/W Street: Green Street Site Code : 17097003 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 10

Groups Printed- Bikes Peds Elliot St Green St Elliot St Green 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 0 0 0 0 0 0 0 1 0 0 0 2 0 0 0 0 3 0 3

04:15 PM 0 0 0 0 0 0 0 2 0 0 0 1 0 0 0 0 3 0 3

04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 1

Total 0 0 0 0 0 0 0 3 0 0 0 3 0 0 0 1 7 0 7

05:00 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 1

05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 1

05:45 PM 0 0 0 1 0 0 0 0 0 0 2 1 0 0 0 0 2 2 4

Total 0 0 0 1 0 0 0 1 0 0 2 1 0 0 0 1 4 2 6

Grand Total 0 0 0 1 0 0 0 4 0 0 2 4 0 0 0 2 11 2 13 Apprch % 0 0 0 0 0 0 0 0 100 0 0 0 Total % 0 0 0 0 0 0 0 0 100 0 0 0 84.6 15.4 Accurate Counts 978-664-2565

N/S Street : Elliot Street File Name : 17097003 E/W Street: Green Street Site Code : 17097003 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 11

Elliot St Green St Elliot St Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total 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 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 Total Volume 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 2 % App. Total 0 0 0 0 0 0 0 0 100 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .250 .000 .000 .000 .000 .250

Elliot St Out In Total 0 0 0

0 0 0 Right Thru Left

Peak Hour Data 0 Out Right 0 Total

North 2 0 Left Green St 0 Thru 0

Peak Hour Begins at 05:00 PM In In 0 0 Thru Bikes Peds Green St Left 0 0 Total 0 Right Out 2

Left Thru Right 0 0 2

0 2 2 Out In Total Elliot St Accurate Counts 978-664-2565

N/S Street : Elliot Street File Name : 17097003 E/W Street: Green Street Site Code : 17097003 City/State : Reading, MA Start Date : 10/4/2017 Weather : Clear Page No : 12

Elliot St Green St Elliot St Green St From North From East From South From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total 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 05:00 PM 04:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 Total Volume 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 100 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .250 .000 .000 .000 .000

Elliot 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 North 0 Left Green St 0 Thru 0 Bikes Peds 0 0 Thru Green St Left 0 0 Right In - Peak Hour: 04:00 PM

Left Thru Right 0 0 2

2 In - Peak Hour: 05:00 PM Elliot St 467 MAIN STREET REDEVELOPMENT

APPENDIX B – MULTI-MODAL TRANSPORTATION

39 467 Main Street Redevelopment To Haverhill Grove St schedule change Lowell St. Camp Curtis Chestnut St. Lowell CommuterMain St. Rail 129 Guild Pearl St.

Exit 38 28 Charles St. Butters Row Lynnfield

Haverhill St. Main St. Country Club 93 Reading Depot - Malden Center Station RouteWillow St. 136/137

W 38 oburn St, ay Eames St. 129 Salem St. n St. LYNNFIELD Industrial W ur 136•137 ob 136 Lowell St. Summer June 24, 2017 - September 2, 2017 W John137 St. READING Vine St. Malden

Summer Chestnut St. W Lincoln St. alk WAKEFIELD ers Brook Dr Cedar St. North Woburn A Exit 37C ve. Lake Maple St. Reading Depot- Quannapowitt Haver Exit 39 Lowell St. ANDERSON Cordis St.

Main St. Ash St. hill Pleasant St. W REGIONAL est St. L W TRANSPORTATION Commuter Rail . ernon St. ashington St. 38 V Florence St. Malden Center Station CENTER READING North Salem St. 99 99 95 101 101 134 Merrimac St. 28 A School St ve. 108 Salem New Salem St. 104 Serving Veterans 93 Main St. 128 Memorial St. 132 Pleasant St. Senior Ctr. South St. 105 New Boston St. Woburn Wakefield Salem St.

Pearl St. • Wakefield Square Mall Exit 38 Square Government Exit 37 Prospect St. MISHAWUM (limited service) Albion St. Center Trade W • Greenwood Station ashington St. WAKEFIELD Center Alfred St. Exit 36 Exchange St. 128 Ave. Olympia Bear Hill Exit 35 Country Club • Oak Grove Station Main St. Chester St. Richardson St. Nahant St. Centre St. North St. Broadway Albion St. Middlesex St.

Redstone St. Jackson Mishawum Rd. • Malden Square Lowell St. Shopping Center Broadway Crystal Canal St. Ave. Lake Sterling St. 97 Eaton 132 • Franklin Square, Melrose

Main St. 99 Wyman St. 99 Beach St. High St. e Line 106 Salem St. William St. 101 Elm St. 104 99 134 Pine St. Winn St. 354 Oak St. 108 • Orange Line 354 W 104 Bow St 105 101 ood St. Main St. Green St. Pearl St. Commercial St. 131 Unicorn Orang 105 Kilby St. • Haverhill Commuter Rail Salem St. Country Club William St. Hubbard St. 106 104 99 354 hill Commuter Rail Bedford Rd. 136 Forest St. 106 Winn St. 108 105 104 Breakheart Spring St. GREENWOOD 137 Ave. Ave. Reservation 108 Main St. ve. ashington St. 131 106 A Montvale Exit 36 Montvale Charles St. 105 Central St. W HaveCharlesr St. 411 Harrison Birch 131 Montvale Ave Maple St. 136 108 106 Greenwood. St. Main St. Pond WOBURN Express to/from Summer St. 430 Pleasant St. Hancock St. 136 Medford Square/ Franklin St. Spring St. 137 131 28 Central St. Boston, State St. Ave. 354 Station via I-93 137 Damon 435 Green St. Garfield 411 136 428 Garfield Holton St. Eastern 38 Marble St. 1 411 STONEHAM Main St. 137 A 430 W A A alnut St. MELROSE ve. ve. Appleton St. ve. 429 Arlington Rd. HIGHLANDS 136 Howard St.. 429 430 Forest St. 411 Park St. Horn Buckman Summer St. Pond Walnut St. Pond alton Pk. Lynn Fells Pkwy Saugus Iron W 131 430 Franklin137 St. Works Myrtle St. East St. Doleful Melrose Highlands Boston St. Cross arren St. Franklin Sq. Bellevue Pond W Holyoke St. St. South St. Golf Club 107 Cross St. 106 Main St. Hamilton St. Central St. 429 Kenwin Rd. Saugus N.E. Rehab North Stone Middlesex . Square Center Lynn Fells Pkwy 429 430 Hospital Main St. Reservoir Green St. East St. ve. Zoo Fells One Mall Commercial St. Lincoln 131St. A Porter St. ve. Reservation Ell Pond A Dark W Upham St. averly estern Pond St. ve. 426/426W Cambridge St. MELROSE/ 428 Winter St. W 134 Highland Hollow 132 430 A Fellsway EastCEDAR PARK Pond Upham St. ine St. Spot A V Pond St. ve. ashington St. Middle Pond Lincoln W Laurel St. Lowell Commuter Rail 450/450W Lake St. Reservoir 93 Central St. W 106 Boston yoming Grove St. W. Lynn 459 350 SAUGUS PalmerSt. Regional Ave. Linwood131 Mt. Hood Essex St. Garage 455 WINCHESTER Medical Memorial Main St. Center 434 424/424W CENTER Main St. WYOMING MELROSE Park and A Lincoln South Border Rd. Ave. Wild wood St. HILL ve. Golf Skillings Rd.

ve. Main St. Course 99 3 A Fletcher St. oodland Rd. 97 108 Lebanon St. W Cliftondale Bacon St. Fells99 Square 1A 38 131 Pleasant St. Church St. Reservoir 429 Highland 107 132 Penn South 99 101 132 y Rd. 426/426W High St. WEDGEMERE Reservoir Molineaux 428 Fellsway W Circle 104 136 430 Wright’s Pine Banks 106 Lebanon Main St. Middlesex Park 441 Arlington St. Pond 105 137 Street Loop Point Highland Sylvan St. Lebanon St. Salem St. alley Pkwy. Fells 448 of Pines Reservation est 710 411 Grove St. 106 411 442 A 428 Cambridge St. ve. OAK GROVE urnpike Mystic V T 449 Winchester Doonan 430 132 Broadway Salem HutchinsonCountry Rd. Club MEDFORD St. St. Rumney 439 108 Salem Elm St. Marsh Grove St. Mystic St. 136 MALDEN Salem St. Salem St. Beach St. Glenwood St. ynn St. 1 Turkey Hill 100 L 450/450W 134 ashington St. Rockport/Newburyport Commuter Rail W Linden Square 459 Clifton St.Summer St. 67 325 137 106 430 411 108Maplewood St. 411 W West Medford ve. 710 Ave. 434 ashington St. A 131 109 Eastern 119 455 s 99 426 ’ 60 Savin St.Malden 428 429 424/424W Revere Beach Reservation Salem St. Northgate Mystic 326 Family ve. Bowdoin St. Express to 95 Fulton St. A Exit 33 Health Lynn St. Shopping Center North Shore Rd. Broadway Haymarket Hemlock St. Lakes Playstead Rd. 105 Ridge St. Governor Lawrence Center Pleasant St. Eastern Malden St. Information 617-222-3200 • 1-800-392-6100 38 Bryant St. Memorial Fellsway W 60 Squire Rd. Winthrop St. est Centre St. 2A Hospital 710 MALDEN 105 1A Rumney Revere/Jack Satter House 350 28 Marsh 108 Ferry St. (TTY) 617-222-5146 • www.mbta.com . 100 Summer St. 325 Newland St. 119 Bryant St. Fuller St. 426W Brown 110 424W Pkwy WEST MEDFORD High St. Cross St. 79 Oak Hill Dr 3 . High St. 60 101 Charles St. Sargent St. Malden St. Rumney Rd. Brattle St. Forest St. Circle Massachusetts High St. 116 426W Minuteman Commuter alley V Boston 94 Salem St. 97 411 117 439 Mystic St. 60 Ferry St. ellsway 99 Cross St. Bikeway Exit 32 Central St. FFellsway EVERETT Cushman Revere St. Mystic Ave. Medford St. Constitution 411 411 441 A Express to/from 109 New Hall St. ve. ve. ve. A Mystic Medford St. Middlesex A Boston Haymarket A A Revere St. 448 442 80 Belmont St. ve. ve. station 116 Medford St. Medford Lawrence St. 104 449 450W V Woodlawn Mountain 119 alley Square 116 Ocean Arlington Center Harvard Morr Proctor American Legion 455 710 97 Park Ave. Winthrop St. Hancock St. 110 A ing St. George St. A Pkwy. 94 Riverside is St. 99 Elm St. Ave. ve. 80 ve. Main St. Madison St. Hwy Spr Woodville St. Jason St. 96 134 Dar Main St. Main Exit 31 Ave. 100 earl St. an St. Reser 110 WONDERLAND Pleasant St. P tmouth St. . River St. Sw voir 111 Highland St. Buc ly St. Ave. Vane St. Broadway Menotomy 16 Line e er 101 v ve Beach1 St.10 N Union St. 108 knam St. a

. ve. A 411

Rocks W 111 Garfield W 87 A 95 Fellsway 90 108 Central St. est ServicePark Rd. Spy Broadway 99

Broadway g Oran 117 Pond Pkwy Tufts 97 110 67 77 Stop & Everett Nichols St. REVERE Winthrop College 106

CurtisUniversity St. 93 Shop 7th St. 99 112 Square ashington A W Brook Ferry St. W REVERE BEACH Main St.

Mystic ve. 350 105 Chelsea St. Vine St. A aldo Rd. Clarendon Hill y St. 100 134 ve. Meadow Union St. Ave. 119 Blue Line Mass. ve. 107 College Sagamore 62 84 A ellesle V Glen Mall 106 710 110 Taft St. Shore Rd. W Mystic alley A inceton St. . 67 350 Alewife Pkwy ve. 87 Pr Malden St. 117 Revere Beach Pkwy Brighton St. Powder Harvard St. Revere Beach112 Pkwy North A A 76 351 Herbert Rd. Packard Clinton St. ve. 116 House ve. . 88 ion St. 2nd St. W WELLINGTON 16 . e Carroll St. Everett 112 79 79 Square Mar ashington v 1A 62/76 89 Medf 3rd St. Main St. 99 1 Quigley A E. Winthrop Pkwy Pleasant St. Holland St. Albion St. Mystic River n Cross St. 90 Hospital 60 Broadway ord St. 97 109 94 89 A A Cary . 78 2 Gateway ve. ve. 424, 434, 450 77 104 Square Easter Cross St. 101 Center Express to Haymarket via Route 1A BEACHMONT 105 448, 449, 459 to Downtown Red Line DAVIS Assembly Beacham St. CHELSEA Channing Rd. Mass. Market 111 Boston via Logan Airport 119 ALEWIFE Square Basket Blanchard Rd. 89 Rockport/Newburyport Commuterand Ted Rail Williams Tunnel Russell A 90 92 Mall ASSEMBLY ve. 95 W Concord Field 96 Highland aldemar . Cedar St. 80 Broadway SQUARE A Express to/from Burlington (under construction) Spruce St. Ave. ve. via Rt. 2 and Rt. 128 351 Rindge Ave. 88 School St. Av CHELSEA Fitchbur 83 e. Boardman St. Orient g Commuter Rail A Goden St. Lowell Commuter Rail ve. SUFFOLK DOWNS 78 112 87 Belle 74 112 Island Belle Danehy 111 117 Crest Bright Rd. Reservation Island Park A PORTER 90 Reservation ve. . ORIENT HEIGHTS Washington St. Saratoga St. Winthrop Concord 116 Highlands Grove St. Pkwy

Oakley Rd. 77 Fresh Pond A 114 ve. 85 SULLIVAN Revere St. Pond 86 120 SQUARE Blue Line Hermon St. 83 Union School St. 91 712 Fresh CT2 Ave. 72/75 96 Square Huron 93 713 WOOD ISLAND 75 121 Shirley St.

87 Pleasant St. 86 92 Winthrop Belmont St. 72 Golf 120 Pauline St. Course Oakley Aberdeen Mt. Winthrop 73 Ave Auburn St. 69 91 COMMUNITY Center Country Club 71 73 HARVARD COLLEGE AIRPORT 136/137 Weekday 136/137 Saturday Inbound Outbound Inbound Outbound

Leave Lv/Arrive Arrive Arrive Arrive Leave Lv/Arrive Arrive Arrive Arrive Leave Lv/Arrive Arrive Arrive Arrive Leave Arrive Arrive Arrive Arrive Reading Wakefield Franklin Oak Grove Malden Malden Oak Grove Franklin Wakefield Reading Reading Wakefield Franklin Oak Grove Malden Malden Oak Grove Franklin Wakefield Reading Depot Square Square Station Station Station Station Square Square Depot Depot Square Square Station Station Station Station Square Square Depot ..... 5:30A 5:37A 5:47A 5:54A 5:00A 5:07A 5:16A 5:21A ..... 6:00A 6:10A 6:17A 6:25A 6:34A 6:00A 6:07A 6:16A 6:22A 6:33A ..... 6:00 6:07 6:17 6:24 5:30 5:37 5:46 5:51 ..... 6:45 6:55 7:02 7:10 7:19 6:45 6:52 7:00 7:07 7:19 6:15A 6:25 6:33 6:43 6:53 6:00 6:07 6:16 6:23 6:34A 7:30 7:43 7:49 7:58 8:05 7:30 7:37 7:46 7:53 8:05 6:30 6:44 6:51 7:02 7:10 6:20 6:28 6:38 6:45 6:59 8:15 8:25 8:34 8:43 8:51 8:15 8:22 8:32 8:40 8:55 9:00 9:13 9:19 9:32 9:39 9:00 9:08 9:18 9:26 9:40 6:45 6:55 7:03 7:17 7:26 6:40 6:47 6:56 7:03 7:14 9:45 9:55 10:04 10:13 10:21 9:45 9:54 10:05 10:14 10:28 ..... 7:00 7:08 7:19 ..... 6:55 7:04 7:15 7:22 7:39 10:35 10:48 10:54 11:07 11:14 10:30 10:38 10:51 11:00 11:15 7:00 7:13 7:22 7:32 7:41 7:15 7:22 7:32 7:40 7:53 11:20 11:30 11:38 11:52 12:02P 11:20 11:28 11:42 11:52 12:05P 7:15 7:27 7:38 7:51 8:00 7:30 7:39 7:50 7:58 8:11 7:30 7:45 7:56 8:06 8:17 7:40 7:50 8:01 8:08 8:25 12:10P 12:23P 12:29P 12:42P 12:49P 12:10P 12:18P 12:31P 12:40P 12:55P 7:45 7:57 8:08 8:21 8:32 8:00 8:09 8:20 8:28 8:42 1:00 1:14 1:22 1:36 1:46 1:00 1:09 1:20 1:29 1:43 8:00 8:13 8:22 8:32 8:43 8:25 8:34 8:45 8:53 9:07 1:50 2:03 2:12 2:23 2:34 1:50 1:59 2:10 2:19 2:33 8:15 8:27 8:35 8:49 8:59 8:55 9:02 9:12 9:19 9:33 2:40 2:54 3:02 3:16 3:26 2:40 2:49 3:00 3:09 3:23 3:30 3:43 3:52 4:03 4:14 3:30 3:39 3:50 3:59 4:13 8:30 8:43 8:52 9:02 9:13 9:30 9:38 9:49 9:57 10:11 4:20 4:34 4:42 4:56 5:06 4:20 4:29 4:39 4:48 5:00 8:50 9:01 9:09 9:23 9:33 10:05 10:13 10:24 10:31 10:44 5:10 5:21 5:28 5:39 5:48 5:10 5:19 5:30 5:38 5:49 9:15 9:28 9:36 9:47 9:56 10:40 10:48 10:59 11:07 11:21 6:00 6:11 6:17 6:27 6:36 6:00 6:10 6:20 6:29 6:41 9:50 10:01 10:09 10:19 10:30 11:15 11:23 11:34 11:43 11:55 6:45 6:56 7:03 7:14 7:23 6:50 6:59 7:10 7:18 7:29 10:25 10:37 10:45 10:56 11:08 11:50 11:58 12:09P 12:17P 12:31P 7:45 7:56 8:02 8:12 8:21 8:30 8:38 8:47 8:54 ..... 11:00 11:12 11:20 11:30 11:41 ..... 9:00 9:06 9:14 9:22 11:35 11:48 11:55 12:07P 12:17P 136/137 Sunday Inbound 12:10P 12:22P 12:30P 12:40P 12:51P 12:25P 12:34P 12:45P 12:54P 1:07P Outbound 12:45 12:58 1:06 1:19 1:29 1:00 1:08 1:19 1:27 1:41 Leave Arrive Arrive Arrive Arrive Leave Arrive Arrive Arrive Arrive Reading Wakefield Franklin Oak Grove Malden Malden Oak Grove Franklin Wakefield Reading 1:20 1:33 1:41 1:51 2:04 1:35 1:45 1:57 2:07 2:21 Depot Square Square Station Station Station Station Square Square Depot 1:55 2:08 2:16 2:29 2:39 2:10 2:19 2:33 2:43 2:58 2:30 2:43 2:51 3:01 3:14 2:45 2:55 3:07 3:17 3:31 8:00A 8:08A 8:14A 8:26A 8:33A 8:45A 8:52A 9:01A 9:09A 9:22A 3:05 3:18 3:26 3:39 3:49 3:20 3:30 3:43 3:53 4:08 9:30 9:38 9:45 9:57 10:05 10:15 10:23 10:33 10:41 10:55 11:00 11:09 11:17 11:28 11:38 11:45 11:53 12:03P 12:12P 12:25P 3:40 3:53 4:01 4:11 4:20 3:55 4:06 4:21 4:30 4:44 4:15 4:26 4:32 4:42 4:51 4:20 4:30 4:44 4:55 5:11 12:30P 12:40P 12:48P 1:00P 1:11P 1:15P 1:24P 1:33P 1:42P 1:55P 4:50 5:03 5:13 5:25 5:36 ..... 4:50 5:04 5:15 5:31 2:00 2:10 2:18 2:28 2:38 2:45 2:53 3:03 3:11 3:24 5:20 5:31 5:37 5:47 5:56 4:50 5:01 5:16 5:25 5:39 3:30 3:39 3:46 3:56 4:06 4:15 4:24 4:35 4:42 4:53 5:50 6:03 6:09 6:20 6:30 ..... 5:20 5:36 5:47 6:03 5:00 5:09 5:16 5:26 5:36 6:20 6:31 6:37 6:47 6:56 5:20 5:31 5:46 5:55 6:08 All buses are accessible +to persons with disabilities+ 6:55 7:06 7:12 7:22 7:30 ..... 5:50 6:04 6:14 6:28 7:20 7:31 7:37 7:47 7:56 6:00 6:09 6:21 6:30 6:41 Rapid Bus + Rapid Fare Local Bus Bus + Bus 8:38 8:49 8:55 9:05 9:13 6:30 6:39 6:51 7:01 7:15 Saturday and Sunday trips are circular in Wakefield, Transit Transit 10:00 10:09 10:14 10:22 10:30 7:00 7:08 7:21 7:28 7:37 so that a passenger can always use either Route 136 CharlieCard $1.70 $1.70 $2.25 $2.25 8:00 8:08 8:17 8:25 8:34 or 137. If necessary, just stay on the bus through the CharlieTicket $2.00 $2.00 $2.75 $4.75 9:20 9:28 9:37 9:45 9:54 Reading end of the line if you need to board or alight Cash-on-Board $2.00 $4.00 $2.75 $4.75 from a stop which is only on Route 136 or 137. Student* $0.85 $0.85 $1.10 $1.10 Senior/TAP** $0.85 $0.85 $1.10 $1.10 Route 137 indicated by shaded areas VALID PASSES: LinkPass ($84.50/mo.); Local Bus ($55/mo.); *Student LinkPass ($30.00/mo.); **Senior/TAP LinkPass ($30/mo.); and express bus, commuter rail, and boat passes. FREE FARES: Children 11 and under ride free when accompanied by an adult; Blind Access CharlieCard holders ride free and if using a guide, the guide rides free. * Requires Student CharlieCard, available to students through participating middle schools and high schools. ** Requires Senior/TAP CharlieCard, available to Medicare cardholders, seniors 65+, Route 136/137 Summer 2017 Holidays and persons with disabilities. Reading Depot-Malden Station July 4: see Sunday September 4: see Sunday

HAVERHILL LINE effective May 22, 2017 Monday to Friday Inbound to Boston AM PM ZONE STATION TRAIN # 200 202 204 206 286 288 208 290 210 212 214 216 218 292 220 294 296 222 298 224 226 228 Bikes Allowed 7 Haverhill  5:05 5:40 6:10 6:40 - - 7:35 - 9:05 10:44 12:25 B 1:35 3:30 - 4:45 - - B 6:09 - 7:45 9:10 10:50 7 Bradford  5:07 5:42 6:12 6:42 - - 7:37 - f 9:07 f 10:46 f 12:27 1:45 f 3:32 - f 4:47 - - 6:19 - f 7:47 f 9:12 f 10:52 6 Lawrence  5:16 5:51 6:21 6:52 - - 7:46 - 9:15 10:54 12:35 2:00 3:40 - 4:55 - - 6:39 - 7:55 9:20 11:00 5 Andover  5:23 5:58 6:28 6:59 - - 7:53 - f 9:22 f 11:01 f 12:42 f 2:07 f 3:47 - f 5:02 - - f 6:46 - f 8:02 f 9:27 f 11:07 4 Ballardvale  5:29 6:04 6:34 7:04 - - 7:59 - f 9:27 f 11:06 f 12:47 f 2:12 f 3:52 - f 5:07 - - f 6:51 - f 8:07 f 9:32 f 11:12 3 North Wilmington 5:36 6:11 6:41 - - - - - f 9:34 f 11:13 - f 2:19 ------f 9:39 f 11:19 2 Reading  5:43 6:18 6:48 - 7:30 8:00 - 8:30 9:41 11:20 - 2:26 - 4:50 - 5:38 6:55 - 8:07 - 9:46 11:26 2 Wakefield 5:49 6:24 6:54 - 7:36 8:06 - 8:36 f 9:46 f 11:25 - f 2:31 - f 4:55 - f 5:43 f 7:00 - f 8:12 - f 9:51 f 11:31 2 Greenwood 5:52 6:27 6:57 - 7:39 8:09 - 8:39 f 9:49 f 11:28 - f 2:34 - f 4:58 - f 5:46 f 7:03 - f 8:15 - f 9:54 f 11:34 1 Melrose Highlands  5:54 6:29 6:59 - 7:41 8:11 - 8:41 f 9:51 f 11:30 - f 2:36 - f 5:00 - f 5:48 f 7:05 - f 8:17 - f 9:56 f 11:36 1 Melrose/Cedar Park 5:56 6:31 7:01 - 7:43 8:13 - 8:43 f 9:53 f 11:32 - f 2:38 - f 5:01 - f 5:49 f 7:06 - f 8:18 - f 9:58 f 11:38 1 Wyoming Hill 5:58 6:33 7:03 - 7:45 8:15 - 8:45 f 9:55 f 11:34 - f 2:40 - f 5:03 - f 5:51 f 7:08 - f 8:20 - f 10:00 f 11:40 1A Malden Center  L 6:02 L 6:37 L 7:07 - L 7:51 L 8:19 - L 8:49 L 9:58 L 11:37 - L 2:43 - L 5:06 - L 5:54 L 7:11 - L 8:23 - L 10:03 L 11:43 HAVERHILL LINE Effective May 22, 2017 1A NORTH STATION  6:15 6:50 7:20 7:38 8:02 8:30 8:35 9:00 10:10 11:49 1:23 2:55 4:28 5:17 5:43 6:05 7:22 7:25 8:34 8:38 10:15 11:55 HAVERHILL LINE effective May 22, 2017 Trains in purple box indicate peak period trains. Monday to Friday Monday to Friday Outbound from Boston AM PM AM Inbound to Boston AM PM ZONE STATION TRAIN # 285 287 201 289 203 205 207 209 211 291 213 293 215Keep217 in Mind:295 219 221 297 223 225 227 229 ZONE STATION TRAIN # 200 202 204 206 286 288 208 290 210 212 214 216 218 292 220 294 296 222 298 224 226 228 ZONE STATION TRAIN # 200 202 204 206 286 288 208 290 Bikes Allowed210 212 214 216 218 292 220 294 296 222 298 224 226 228 Bikes Allowed This schedule will be effective Bikes Allowed 1A NORTH STATION  6:43 7:10 7:35 7:55 9:15 10:55 12:20 2:02 3:15 3:50 4:30 4:48 5:15 5:35 6:05 6:25 6:55 7:20 7:40 9:20 11:00 12:10 7 Haverhill  5:05 5:40 6:10 6:40 - - 7:35 - 9:05 10:44 12:25 B 1:35 3:30 - 4:45 - - B 6:09 - 7:45 9:10 10:50 from May 22, 2017 and 7 Haverhill  5:05 5:40 6:10 6:40 - - 7:35 1A Malden- Center9:05 10:44 f 6:5412:25 f 7:21B 1:35 f 7:453:30 - - f 9:264:45 f 11:06- f 12:31- f 2:13B 6:09 3:26- 4:017:45 4:419:10 4:5910:50 5:26 5:46 6:16 6:36 - f 7:31 f 7:51 f 9:31 f 11:11 f 12:21 7 Bradford  5:07 5:42 6:12 6:42 - - 7:37 - f 9:07 f 10:46 f 12:27 1:45 f 3:32 - f 4:47 - - 6:19 - f 7:47 f 9:12 f 10:52 will replace the schedule of 7 Bradford  5:07 5:42 6:12 6:42 - - 7:37 1 Wyoming- f Hill9:07 f 10:46 f 6:57f 12:27 f 7:241:45 f 7:48f 3:32 - - f 9:29f 4:47 f 11:09- f 12:34- f 2:166:19 3:30- 4:05f 7:47 4:45f 9:12 5:03f 10:52 - 5:50 6:20 6:40 - f 7:34 f 7:54 f 9:34 f 11:14 f 12:24 6 Lawrence  5:16 5:51 6:21 6:52 - - 7:46 - 9:15 10:54 12:35 2:00 3:40 - 4:55 - - 6:39 - 7:55 9:20 11:00 November 21, 2016. 6 Lawrence  5:16 5:51 6:21 6:52 - - 7:46 1 Melrose/Cedar- 9:15 Park10:54 f 6:5912:35 f 7:262:00 f 7:503:40 - - f 9:314:55 f 11:11- f 12:36- f 2:186:39 3:32- 4:077:55 4:479:20 5:0511:00 - 5:52 6:22 6:42 - f 7:36 f 7:56 f 9:36 f 11:16 f 12:26 5 Andover  5:23 5:58 6:28 6:59 - - 7:53 - f 9:22 f 11:01 f 12:42 f 2:07 f 3:47 - f 5:02 - - f 6:46 - f 8:02 f 9:27 f 11:07 5 Andover  5:23 5:58 6:28 6:59 - - 7:53 1 Melrose- Highlandsf 9:22 f 11:01 f 7:02f 12:42 f 7:29f 2:07 f 7:53f 3:47 - - f 9:34f 5:02 f 11:14- f 12:39- f 2:21f 6:46 3:36- 4:11f 8:02 4:51f 9:27 5:09f 11:07 - 5:56 6:26 6:46 Via f 7:39 f 7:59 f 9:39 f 11:19 f 12:29 4 Ballardvale  5:29 6:04 6:34 7:04 - - 7:59 - f 9:27 f 11:06 f 12:47 f 2:12 f 3:52 - f 5:07 - - f 6:51 - f 8:07 f 9:32 f 11:12 Presidents’ Day and 4th of July 4 Ballardvale  5:29 6:04 6:34 7:04 - - 7:59 2 Greenwood- f 9:27 f 11:06 f 7:05f 12:47 f 7:32f 2:12 f 7:56f 3:52 - - f 9:37f 5:07 f 11:17- f 12:42- f 2:24f 6:51 3:39- 4:14f 8:07 4:54f 9:32 5:12f 11:12 - 5:59 6:29 6:49 Lowell f 7:42 f 8:02 f 9:42 f 11:22 f 12:32 3 North Wilmington 5:36 6:11 6:41 - - - - - f 9:34 f 11:13 - f 2:19 ------f 9:39 f 11:19 operate on a Saturday service 3 North Wilmington 5:36 6:11 6:41 - - - - 2 Wakefield- f 9:34 f 11:13 f 7:09- f 7:36f 2:19 f 8:00- - - f 9:41- f 11:21- f 12:46- f 2:28- 3:43- 4:18- 4:58f 9:39 5:16f 11:19 5:36 6:03 6:33 6:53 Line f 7:46 f 8:06 f 9:46 f 11:26 f 12:36 2 Reading  5:43 6:18 6:48 - 7:30 8:00 - 8:30 9:41 11:20 - 2:26 - 4:50 - 5:38 6:55 - 8:07 - 9:46 11:26 schedule. 2 Reading  5:43 6:18 6:48 - 7:30 8:00 - 2 8:30Reading 9:41 11:20 7:15- 7:422:26 8:06- 8:174:50 9:47- 11:275:38 12:526:55 2:34- 3:498:07 4:24- 5:049:46 5:2211:26 5:42 6:09 6:39 6:59 - 7:52 8:12 9:52 11:32 12:42 2 Wakefield 5:49 6:24 6:54 - 7:36 8:06 - 8:36 f 9:46 f 11:25 - f 2:31 - f 4:55 - f 5:43 f 7:00 - f 8:12 - f 9:51 f 11:31 2 Wakefield 5:49 6:24 6:54 - 7:36 8:06 - 3 8:36North Wilmingtonf 9:46 f 11:25 - - -f 2:31 8:12- -f 4:55 f 9:53- f 11:33f 5:43 f 12:58f 7:00 f 2:40- 3:56f 8:12 - - 5:11f 9:51 -f 11:31 5:49New Year’s6:16 Day,- Memorial7:06 Day, - - f 8:18 f 9:58 f 11:38 f 12:48 2 Greenwood 5:52 6:27 6:57 - 7:39 8:09 - 8:39 f 9:49 f 11:28 - f 2:34 - f 4:58 - f 5:46 f 7:03 - f 8:15 - f 9:54 f 11:34 2 Greenwood 5:52 6:27 6:57 - 7:39 8:09 - 4 8:39Ballardvalef 9:49 f 11:28 - - -f 2:34 8:19- -f 4:58 f 10:00- f 11:40f 5:46 f 1:05f 7:03 f 2:47- 4:03f 8:15 - - 5:18f 9:54 f- 11:34 5:56Labor6:23 Day, Thanksgiving- 7:13 Day, 7:35 - f 8:25 f 10:05 f 11:45 f 12:55 1 Melrose Highlands  5:54 6:29 6:59 - 7:41 8:11 - 8:41 f 9:51 f 11:30 - f 2:36 - f 5:00 - f 5:48 f 7:05 - f 8:17 - f 9:56 f 11:36 1 Melrose Highlands  5:54 6:29 6:59 - 7:41 8:11 - 5 8:41Andover f 9:51 f 11:30 - - -f 2:36 8:24- -f 5:00 f 10:05- f 11:45f 5:48 f 1:10f 7:05 f 2:52- 4:09f 8:17 - - 5:24f 9:56 f- 11:36 6:02and Christmas6:29 Day- operate7:19 on 7:41a - f 8:30 f 10:10 f 11:50 f 1:00 1 Melrose/Cedar Park 5:56 6:31 7:01 - 7:43 8:13 - 8:43 f 9:53 f 11:32 - f 2:38 - f 5:01 - f 5:49 f 7:06 - f 8:18 - f 9:58 f 11:38 1 Melrose/Cedar Park 5:56 6:31 7:01 - 7:43 8:13 - 6 8:43Lawrencef 9:53 f 11:32 - - -f 2:38 8:31- -f 5:01 10:12- 11:52f 5:49 1:17f 7:06 2:59- 4:15f 8:18 - - 5:30f 9:58 f- 11:38 6:08Sunday6:35 service- schedule7:25. 7:47 - 8:37 10:17 11:57 1:07 1 Wyoming Hill 5:58 6:33 7:03 - 7:45 8:15 - 8:45 f 9:55 f 11:34 - f 2:40 - f 5:03 - f 5:51 f 7:08 - f 8:20 - f 10:00 f 11:40 1 Wyoming Hill 5:58 6:33 7:03 - 7:45 8:15 - 7 8:45Bradfordf 9:55 f 11:34 - - -f 2:40 L 8:40- -f 5:03 L 10:21- L 12:01f 5:51 B 1:40f 7:08 L 3:10- L 4:24f 8:20 - - B 5:50f 10:00 f- 11:40 L 6:18 L 6:45 - L 7:35 B 8:07 - L 8:46 L 10:26 L 12:06 L 1:16 1A Malden Center  L 6:02 L 6:37 L 7:07 - L 7:51 L 8:19 - L 8:49 L 9:58 L 11:37 - L 2:43 - L 5:06 - L 5:54 L 7:11 - L 8:23 - L 10:03 L 11:43 For all other holiday schedules, 1A Malden Center  L 6:02 L 6:37 L 7:07 - L 7:51 L 8:19 - 7 LHaverhill 8:49 L 9:58 L 11:37 - - L- 2:43 8:42- L- 5:06 10:23- 12:03L 5:54 1:50L 7:11 3:12- 4:27L 8:23 - - 6:00L 10:03 L- 11:43 6:21 6:48 - 7:38 8:17 - 8:48 10:28 12:08 1:18 1A NORTH STATION  6:15 6:50 7:20 7:38 8:02 8:30 8:35 9:00 10:10 11:49 1:23 2:55 4:28 5:17 5:43 6:05 7:22 7:25 8:34 8:38 10:15 11:55 please check MBTA.com or 1A NORTH STATION  6:15 6:50 7:20 7:38 8:02 8:30 8:35 9:00 10:10 11:49 1:23 2:55 4:28 5:17 5:43 6:05 7:22 7:25 8:34Trains in8:38 purple box10:15 indicate peak11:55 period trains. Trains in purple box indicate peak period trains. Trains in purple box indicate peak period trains. call 617-222-3200. Monday to Friday Saturday & Sunday Monday to Friday B: Trains 207, 213, and 221 will AM Inbound to Boston AM PM PM Outbound from Boston AM PM AM be bused between Bradford and ZONE STATION TRAIN # 285 287 201 289 203 205 207 209 SATURDAY211 TRAIN #291 1200213 1202293 1204215 1206 217 1208 295 1210 219 221 297 223 225 227 229 Haverhill Stations. Trains 216 and ZONE STATION TRAIN # 285 287 201 289 203 205 207 209 211 291 213 293 215 217 295 219 221 297 Station223 225 addresses:227 229 Bikes Allowed ZONE STATION SUNDAY TRAIN # 2200 2202 2204 2206 2208 2210 222 will be bused between Bikes Allowed 1 Washington Ave, Bikes Allowed Haverhill Haverhill and Bradford Stations. 1A NORTH STATION  6:43 7:10 7:35 7:55 9:15 10:55 12:20 2:02 3:15 3:50 4:30 4:48 5:15 5:35 6:05 6:25 6:55 7:20 7:40 9:20Haverhill,11:00 MA 0183212:10 1A Malden Center  f 6:54 f 7:21 f 7:45 - f 9:26 f 11:06 f 12:31 7 f Haverhill2:13 3:26 4:01 7:154:41 10:104:59 1:155:26 4:155:46 7:20 6:1610:106:36 - f 7:31 f 7:51 f 9:31 f 11:11 f 12:21 Keep in Mind: 1A Malden Center  f 6:54 f 7:21 f 7:45 - f 9:26 f 11:06 f 12:31 f 2:13 3:26 4:01 4:41 4:59 5:26 5:46 6:16 6:36 - f 7:31 f 7:51 f 109:31 Railroadf 11:11 Ave, f 12:21 Via Lowell Line: 1 Wyoming Hill f 6:57 f 7:24 f 7:48 - f 9:29 f 11:09 f 12:34 7 f Bradford2:16 3:30 4:05 7:184:45 10:135:03 1:18 - 4:185:50 7:23 6:2010:136:40 - Bradfordf 7:34 f 7:54 f 9:34 f 11:14 f 12:24 Operates via the 1 Wyoming Hill f 6:57 f 7:24 f 7:48 - f 9:29 f 11:09 f 12:34 f 2:16 3:30 4:05 4:45 5:03 - 5:50 6:20 6:40 - f 7:34 f 7:54 f Bradford,9:34 f MA11:14 01835f 12:24 Lowell Line between WilmingtonThis schedule and will be effective from May, 22 2017 and will replace the 1 Melrose/Cedar Park f 6:59 f 7:26 f 7:50 - f 9:31 f 11:11 f 12:36 6 f Lawrence2:18 3:32 4:07 7:274:47 10:225:05 1:27 - 4:275:52 7:32 6:2210:226:42 - f 7:36 f 7:56 f 9:36 f 11:16 f 12:26 schedule of November 21, 2016 S Union St & Merrimack St, North Station. See the Lowell Line 1 Melrose Highlands  f 7:02 f 7:29 f 7:53 - f 9:34 f 11:14 f 12:39 5 f Andover2:21 3:36 4:11 7:324:51 10:275:09 1:33 - 4:325:56 7:38 6:2610:286:46 Via Lawrencef 7:39 f 7:59 f 9:39 f 11:19 f 12:29 Lawrence, MA 01843 schedule for all stops. Presidents’ Day and 4th of July operate on a Saturday service schedule. 2 Greenwood f 7:05 f 7:32 f 7:56 - f 9:37 f 11:17 f 12:42 4 f Ballardvale2:24 3:39 4:14 f 7:374:54 f 10:325:12 f 1:37 - f 4:375:59f 7:426:29f 10:326:49 Lowell f 7:42 f 8:02 f 9:42 f 11:22 f 12:32 11 Lewis St, 2 Wakefield f 7:09 f 7:36 f 8:00 - f 9:41 f 11:21 f 12:46 3 f North2:28 Wilmington3:43 4:18 f 7:444:58 f 10:395:16 f 1:445:36 f 4:446:03f 7:496:33f 10:396:53 Line Andoverf 7:46 f 8:06 f 9:46 f 11:26 f 12:36 Times in purple with Andover, MA 01810 New Year’s Day, Memorial Day, Labor Day, Thanksgiving Day, and 2 Reading  7:15 7:42 8:06 8:17 9:47 11:27 12:52 2 2:34Reading 3:49 4:24 7:505:04 10:455:22 1:505:42 4:506:09 7:55 6:3910:456:59 - 7:52 8:12 9:52 11:32 12:42 “f” indicate a flag stop:Christmas Day operate on a Sunday service schedule. 3 North Wilmington - - 8:12 - f 9:53 f 11:33 f 12:58 f 2:40 3:56 - 5:11 - 5:49 6:16 - 7:06 - - f 8:18 f 1959:58 Andoverf 11:38 St, f 12:48 3 North Wilmington - - 8:12 - f 9:53 f 11:33 f 12:58 2 f Wakefield2:40 3:56 - 7:555:11 10:50 - 1:555:49 4:556:16 8:00 - 10:507:06 - Ballardvale- f 8:18 f 9:58 f 11:38 f 12:48 Passengers must tell the Andover, MA 01810 For all other holiday schedules, please check MBTA.com or call 4 Ballardvale  - - 8:19 - f 10:00 f 11:40 f 1:05 2 f Greenwood2:47 4:03 - f 7:595:18 f 10:54- f 1:595:56f 4:596:23f 8:04 - f 10:547:13 7:35 - f 8:25 f 10:05 f 11:45 f 12:55 conductor that they wish to 617-222-3200. 5 Andover  - - 8:24 - f 10:05 f 11:45 f 1:10 1 f Melrose2:52 Highlands4:09 - 5:24 - 6:02 6:29 - 7:19 7:41 - f 8:30 f 10:10370 Middlesexf 11:50 Ave,f 1:00 5 Andover  - - 8:24 - f 10:05 f 11:45 f 1:10 f 2:52 4:09 - 8:025:24 10:57 - 2:026:02 5:026:29 8:07 - 10:577:19 7:41 North- Wilmingtonf 8:30 f 10:10 f 11:50 f 1:00 leave. Passengers waiting to 6 Lawrence  - - 8:31 - 10:12 11:52 1:17 2:59 4:15 - 5:30 - 6:08 6:35 - 7:25 7:47 - 8:37 10:17 11:57 1:07 6 Lawrence  - - 8:31 - 10:12 11:52 1:17 1 2:59Melrose/Cedar4:15 Park - f 8:045:30 f 10:59- f 2:046:08f 5:046:35f 8:09 - f 10:597:25 7:47 - 8:37 10:17Wilmington,11:57 MA 018871:07 board must be visibleSchedules on the in purple boxes are peak hour trains.  7 Bradford  - - L 8:40 - L 10:21 L 12:01 B 1:40 1 LWyoming 3:10 L Hill4:24 - f 8:06B 5:50f 11:01 - f 2:06L 6:18f 5:06L 6:45f 8:11 - f 11:01L 7:35 B 8:07 - L 8:46 L 10:26405 MainL St,12:06 L 1:16 platform for the train to stop. 7 Haverhill  - - 8:42 - 10:23 12:03 1:50 3:12 4:27 - 6:00 - 6:21 6:48 - 7:38 8:17 Wilmington- 8:48 10:28 12:08 1:18 Times in purple with “f” indicate a flag stop: 7 Haverhill  - - 8:42 - 10:23 12:03 1:50 1A 3:12Malden Center4:27 - L 8:106:00 L 11:05- L 2:106:21L 5:106:48L 8:15 - L 11:057:38 8:17 - 8:48 10:28Wilmington,12:08 MA 018871:18 Passengers must tell Trains in purple box indicate peak period trains. Times in blue indicate anthe early conductor that they wish to leave. Passengers waiting to board 1A NORTH STATIONTrains in purple8:21 box indicate11:16 peak2:21 period trains.5:21 8:26 11:16 Atlantic Ave & Commerce Way, Anderson/Woburn departure (L stop): The trainmust be visible on the platform for the train to stop. Saturday & Sunday Woburn, MA 01801 Saturday & Sunday Saturday & Sunday may leave ahead of scheduleTimes in blue indicate an early departure (L stop): 35 Lincoln St, Inbound to Boston AM PM Reading at these stops. The train may leave ahead of schedule at these stops. Inbound to Boston AM PM Outbound from Boston AM PM Reading, MA 01867 SATURDAY TRAIN # 1200 1202 1204 1206 1208 1210 SATURDAY TRAIN # Bikes: 1200 1202 1204 1206 1208 1210 SATURDAYStation TRAIN # addresses:1201 1203 1205 1207 1209 1211 225 North Ave, Bicycles are allowedBikes: on Bicycles are allowed on trains with the bicycle symbol shown ZONE STATION SUNDAY TRAIN # 2200 2202 2204 2206 2208 2210 Wakefield ZONE STATION SUNDAY TRAIN # 2200 2202 2204 2206 2208 2210 ZONE STATION SUNDAY TRAIN # 2201 2203 2205 2207 2209 2211 Wakefield, MA 01880 trains with the bicycle symbolbelow the train number. 1 Washington Ave, Bikes Allowed Haverhill shown below the train number. Bikes Allowed Bikes Allowed Haverhill, MA 01832 907 Main St, 7 Haverhill  7:15 10:10 1:15 4:15 7:20 10:10 Keep in Mind:Greenwood 7 Haverhill  7:15 10:10 1:15 4:15 7:20 10:10 1A NORTH STATION  108:40 Railroad11:25 Ave, 2:45 5:50 8:40 11:30 Keep in Mind: Wakefield, MA 01880 7 Bradford  7:18 10:13 1:18 4:18 7:23 10:13 Bradford 10 Railroad Ave, 7 Bradford  7:18 10:13 1:18 4:18 7:23 10:13 1A MaldenBradford Center  8:50 11:35 2:55 6:00 8:50 11:40 This schedule will be effective from May, 22 2017 and will replace the Bradford, MA 01835 This schedule will be effective from497 May, Franklin 22 2017 St, and will replace the 6 Lawrence  7:27 10:22 1:27 4:27 7:32 10:22 schedule of NovemberMelrose Highland 21, 2016 7:27 10:22 1:27 4:27 7:32 10:22 1 Wyoming Hill Sf Union 8:54 St &f 11:39Merrimackf 2:59 St, f 6:04 f 8:54 f 11:44 schedule of November 21, 2016 Melrose, MA 02176 5 Andover  7:32 10:27 1:33 4:32 7:38 10:28 Lawrence S Union St & Merrimack St, 5 Andover  7:32 10:27 1:33 4:32 7:38 10:28 1 Melrose/CedarLawrence Park Lawrence,f 8:56 MAf 11:41 01843f 3:01 f 6:06 f 8:56 f 11:46 4 Ballardvale  f 7:37 f 10:32 f 1:37 f 4:37 f 7:42 f 10:32 Lawrence, MA 01843 Presidents’ Day and 4th of July operateCedar on a Park Saturday & W Emerson service St,schedule. 4 Ballardvale  f 7:37 f 10:32 f 1:37 f 4:37 f 7:42 f 10:32 1 Melrose Highlands  Presidents’ DayMelrose and 4th Cedar of July Park operate on a 118:59 Lewis St,11:44 3:04 6:09 8:59 11:49 Melrose, MA 02176 3 North Wilmington f 7:44 f 10:39 f 1:44 f 4:44 f 7:49 f 10:39 Andover 11 Lewis St, Download the Customer Service 3 North Wilmington f 7:44 f 10:39 f 1:44 f 4:44 f 7:49 f 10:39 2 GreenwoodAndover Andover,f 9:02 MAf 11:47 01810 f 3:07 f 6:12 f 9:02 f 11:52 New Year’s Day, Memorial Day, Labor Day, Thanksgiving Day, and 2 Reading  7:50 10:45 1:50 4:50 7:55 10:45 Andover, MA 01810 Sunday 40service W Wyoming schedule Ave, mTicket App 617-222-3200 2 Reading  7:50 10:45 1:50 4:50 7:55 10:45 2 Wakefield 9:05 11:50 3:10 6:15 9:05 11:55 Christmas Day Wyomingoperate on Hill a Sunday service schedule. 195 Andover St, Melrose, MA 02176 2 Wakefield 7:55 10:50 1:55 4:55 8:00 10:50 Ballardvale 195 Andover St, 2 Wakefield 7:55 10:50 1:55 4:55 8:00 10:50 2 ReadingBallardvale  9:11 11:56 3:16 6:21 9:11 12:01 Visit 2 Greenwood f 7:59 f 10:54 f 1:59 f 4:59 f 8:04 f 10:54 Andover, MA 01810 For all other holiday schedules, pleaseCommercial check MBTA.com St & Pleasant or call St, 2 Greenwood f 7:59 f 10:54 f 1:59 f 4:59 f 8:04 f 10:54 3 North Wilmington f 9:17 f 12:02 f 3:22 f 6:27 f 9:17 f 12:07 617-222-3200.Malden Center MBTA.com @MBTA_CR 370 Middlesex Ave, 617-222-3200. Malden, MA 02148 1 Melrose Highlands  8:02 10:57 2:02 5:02 8:07 10:57 370 Middlesex Ave, 8:02 10:57 2:02 5:02 8:07 10:57 4 BallardvaleNorth Wilmington  f 9:23 f 12:08 f 3:28 f 6:33 f 9:23 f 12:13 1 Melrose/Cedar Park f 8:04 f 10:59 f 2:04 f 5:04 f 8:09 f 10:59 Wilmington, MA 01887 Schedules in purple boxes are peak hour135 Causewaytrains. St, 1 Melrose/Cedar Park f 8:04 f 10:59 f 2:04 f 5:04 f 8:09 f 10:59 5 Andover  9:28 12:13 3:33 6:38 9:28 12:18 Schedules in purpleNorth boxesStation are peak hour trains. 1 Wyoming Hill f 8:06 f 11:01 f 2:06 f 5:06 f 8:11 f 11:01 405 Main St, Boston, MA 02114 1 Wyoming Hill f 8:06 f 11:01 f 2:06 f 5:06 f 8:11 f 11:01 6 Lawrence  405 Main St, Wilmington 9:35 12:20 3:40 6:45 9:35 12:25 Times in purple with “f” indicate a flag stop:Passengers must tell 1A Malden Center  L 8:10 L 11:05 L 2:10 L 5:10 L 8:15 L 11:05 Wilmington, MA 01887 Times in purple with “f” indicate a flag stop:Passengers must tell Access schedules, Massachusetts Bay 1A Malden Center  L 8:10 L 11:05 L 2:10 L 5:10 L 8:15 L 11:05 7 Bradford  L 9:44 L 12:29 L 3:49 L 6:54 L 9:44 L 12:34 the conductor that they wish to leave. Passengers waiting to board T-Alerts & updates. Transportation Authority 1A NORTH STATION  8:21 11:16 2:21 5:21 8:26 11:16 Atlantic Ave & Commerce Way, the conductor that they wish to leave. Passengers waiting to board 1A NORTH STATION  8:21 11:16 2:21 5:21 8:26 11:16 7 Haverhill  Atlantic9:47 Ave12:32 & Commerce3:52 Way, 6:57 9:47 12:37 must be visible on the platform for the train to stop. Simply scan this 10 Park Plaza, Boston, MA 02116 Anderson/Woburn must be visible on the platform for the train to stop. Woburn, MA 01801 QR code with your 617-222-3200 • 800-392-6100 Saturday & Sunday Download the official MBTA Commuter Rail Times in blue indicate an early departure (L stop): smartphone. www.mbta.com Saturday & Sunday Make your 35 Lincoln St, For detailed rider info, downloadTimes the in blueCommuter indicate Rail an early Rider’s departure Guide (L at: stop): mbta.com/xxxxxxxx Reading mobile35 app. Lincoln Get schedule St, info, train progress, The train may leave ahead of schedule at these stops. Outbound from Boston AM PM trainReading on time. and alerts easily and conveniently. The train may leave ahead of schedule at these stops. Outbound from Boston AM PM Reading, MA 01867 SATURDAY TRAIN # 1201 1203 1205 1207 1209 1211 225 North Ave, Bikes: Bicycles are allowed on trains with the bicycle symbol shown SATURDAY TRAIN # 1201 1203 1205 1207 1209 1211 Wakefield 225 North Ave, Bikes: Bicycles are allowed on trains with the bicycle symbol shown ZONE STATION SUNDAY TRAIN # Wakefield below the train number. WEB052217V1 2201 2203 2205 2207 2209 2211 Wakefield, MA 01880 ZONE STATION SUNDAY TRAIN # 2201 2203 2205 2207 2209 2211 Wakefield, MA 01880 below the train number. Bikes Allowed Bikes Allowed 907 Main St, Greenwood 1A NORTH STATIONCall MBTA Customer8:40 11:25 2:45 5:50 8:40 11:30 Make your train on time. Wakefield, MA 01880 Wakefield,Download MA 01880 the Visit 1A Malden CenterService at 8:50 11:35 2:55Stay connected6:00 8:50 with11:40 Download the official MBTA 497 Franklin St, Melrose Highland 497 Franklin St, 1 Wyoming Hill f 8:54 f 11:39 f 2:59 f 6:04 f 8:54 f 11:44 Commuter RailMelrose mobile Highland app. Melrose, MA 02176 1 Wyoming Hill f 8:54 f 11:39 f 2:59us on fTwitter. 6:04 f 8:54 f 11:44 Get schedule info, train progress, Melrose, MAm 02176Ticket App MBTA.com 1 Melrose/Cedar617-222-3200. Park f 8:56 f 11:41 f 3:01 f 6:06 f 8:56 f 11:46 1 Melrose/Cedar Park f 8:56 f 11:41 f 3:01 f 6:06 f 8:56 f 11:46 and alerts easily and conveniently. Cedar Park & W Emerson St, Melrose Cedar Park Cedar Park & W Emerson St, 1 Melrose Highlands  8:59 11:44 3:04 6:09 8:59 11:49 Melrose Cedar Park Melrose, MA 02176 Melrose, MA 02176 Download the Customer Service 2 Greenwood f 9:02 f 11:47 f 3:07 f 6:12 f 9:02 f 11:52 Download the Customer Service 2 Greenwood f 9:02 f 11:47 f 3:07 f 6:12 f 9:02 f 11:52 40 W Wyoming Ave, mTicket App 617-222-3200 Wyoming Hill 40 W Wyoming Ave, mTicket App 617-222-3200 2 Wakefield 9:05 11:50 3:10 6:15 9:05 11:55 Wyoming Hill 9:05 11:50 3:10 6:15 9:05 11:55 Melrose, MA 02176 2 Reading  9:11 11:56 3:16 6:21 9:11 12:01 Visit 2 Reading  9:11 11:56 3:16 6:21 9:11 12:01 Commercial St & Pleasant St, Visit 3 North Wilmington f 9:17 f 12:02 f 3:22 f 6:27 f 9:17 f 12:07 Malden Center Commercial St & Pleasant St, MBTA.com @MBTA_CR 3 North Wilmington f 9:17 f 12:02 f 3:22 f 6:27 f 9:17 f 12:07 Malden Center Malden, MA 02148 MBTA.com @MBTA_CR 4 Ballardvale  f 9:23 f 12:08 f 3:28 f 6:33 f 9:23 f 12:13 Malden, MA 02148 4 Ballardvale  f 9:23 f 12:08 f 3:28 f 6:33 f 9:23 f 12:13 135 Causeway St, 5 Andover  9:28 12:13 3:33 6:38 9:28 12:18 North Station 135 Causeway St, 5 Andover  9:28 12:13 3:33 6:38 9:28 12:18 North Station Boston, MA 02114 6 Lawrence  9:35 12:20 3:40 6:45 9:35 12:25 Boston, MA 02114 6 Lawrence  9:35 12:20 3:40 6:45 9:35 12:25 Access schedules, Massachusetts Bay 7 Bradford  L 9:44 L 12:29 L 3:49 L 6:54 L 9:44 L 12:34 Access schedules, Massachusetts Bay 7 Bradford  L 9:44 L 12:29 L 3:49 L 6:54 L 9:44 L 12:34 T-Alerts & updates. Transportation Authority 7 Simply scan this 10 Park Plaza, Boston, MA 02116 7 Haverhill  9:47 12:32 3:52 6:57 9:47 12:37 Simply scan this 10 Park Plaza, Boston, MA 02116 QR code with your 617-222-3200 • 800-392-6100 QR code with your 617-222-3200 • 800-392-6100 Download the official MBTA Commuter Rail smartphone. www.mbta.com Make your Download the official MBTA Commuter Rail smartphone. www.mbta.com Make your mobile app. Get schedule info, train progress, For detailed rider info, download the Commuter Rail Rider’s Guide at: mbta.com/xxxxxxxx mobile app. Get schedule info, train progress, For detailed rider info, download the Commuter Rail Rider’s Guide at: mbta.com/xxxxxxxx train on time. and alerts easily and conveniently. train on time. and alerts easily and conveniently. 467 MAIN STREET REDEVELOPMENT

APPENDIX C – SEASONAL ADJUSTMENT

40 467 Main Street Redevelopment Massachusetts Highway Department 407: Monthly Hourly Volume for October 2015

Location ID: 407 Seasonal Factor Group: U3 County: MIDDLESEX Daily Factor Group: Funcationl Class 3 Axle Factor Group: U3 Location: MAIN STREET Growth Factor Group:

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 1 2

3 111 44 48 31 83 406 1439 1740 1739 1672 1737 1894 2048 1930 1934 1798 1756 1757 1514 1259 845 588 379 257 27009 4 138 79 49 36 95 360 1105 1381 1426 1421 1556 1744 1877 1968 1828 1769 1620 1456 1356 1154 736 545 327 216 24242 5

6 144 57 48 27 61 219 570 966 1391 1216 1370 1669 1790 1795 1876 2088 2103 2029 1623 1083 678 389 288 140 23620 7 98 35 21 16 95 471 1933 2231 2112 1440 1445 1634 1752 1683 1897 2028 1993 2117 1766 1348 798 525 294 152 27884 8 75 45 20 22 115 514 1753 2278 2175 1506 1503 1773 1896 1761 1916 2041 2002 2149 1889 1330 923 590 337 170 28783 9 85 42 27 26 122 462 1645 2180 1948 1587 1532 1796 1839 1942 2018 2207 2244 2229 1808 1399 954 605 383 222 29302 10 109 61 39 37 101 393 1440 1666 1614 1745 1798 2145 2200 2114 1987 1933 1808 1892 1618 1286 864 595 393 240 28078 11 129 84 47 35 91 321 1064 1421 1314 1368 1451 1721 1967 1859 1829 1710 1501 1348 1261 1028 842 575 372 263 23601 12 150 59 46 24 56 149 474 852 1121 1406 1705 1886 1949 1935 1826 1807 1657 1530 1412 1168 758 522 386 259 23137 13 163 79 47 38 61 220 579 1043 1287 1151 1352 1634 1838 1735 1662 1713 1840 1943 1566 1129 745 424 234 133 22616 14 67 41 25 18 94 503 1682 2183 2053 1530 1510 1680 1752 1778 1855 1973 1952 2070 1708 1319 808 489 347 157 27594 15 72 31 26 33 102 543 1928 2376 2192 1448 1500 1638 1843 1790 1838 2085 2164 2241 1873 1362 926 620 322 209 29162 16 113 43 39 37 113 498 1649 2205 1990 1479 1526 1834 1816 1822 1953 2053 1954 2100 1811 1305 939 649 353 209 28490 17 118 43 41 29 90 401 1480 1831 1778 1746 1640 1959 2129 1983 2132 1982 1910 1866 1677 1227 860 558 413 316 28209 18 195 109 58 40 84 341 1076 1296 1257 1357 1477 1779 1918 1886 1791 1687 1558 1462 1297 1092 767 539 350 226 23642 19 152 68 32 24 72 238 603 1128 1571 1496 1720 1843 1978 1859 2074 2141 2043 1933 1407 1030 756 530 388 268 25354 20 120 105 38 26 53 187 559 889 1201 1124 1336 1536 1689 1700 1980 1936 1944 1956 1663 1140 750 508 325 173 22938 21 96 41 30 20 60 217 871 2278 2433 1820 1531 1555 1644 1693 1809 2046 2098 2202 1923 1417 950 614 367 208 27923 22 98 61 22 31 70 245 833 2172 2389 1817 1617 1549 1745 1694 1858 1979 1960 1983 1853 1473 1056 727 458 223 27913 23 108 57 37 22 64 227 823 2041 2332 1908 1667 1610 1809 1851 1937 2050 2179 2147 2058 1511 1139 814 512 322 29225 24 168 77 60 32 52 129 489 1659 1919 1878 1874 1845 1936 1990 1913 1867 1848 1772 1691 1376 1021 811 535 298 27240 25 26 27 28 29 30 31

Average 26474.38 AADT 25464 Adjustment Factor 0.961836 3.82% Massachusetts Highway Department 5127: Monthly Hourly Volume for October 2015

Location ID: 5127 Seasonal Factor Group: U3 County: ESSEX Daily Factor Group: Funcationl Class 3 Axle Factor Group: U3 Location: ROUTE 125 Growth Factor Group:

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 1 70 36 30 20 117 626 1211 1897 1761 1058 851 871 934 849 1122 1454 1731 2094 1482 872 569 488 273 177 20593 2 94 55 28 32 113 549 1065 1607 1548 944 766 897 1056 1028 1218 1417 1779 1916 1409 760 504 385 333 219 19722 3 118 58 50 35 38 104 212 407 519 652 719 825 931 936 940 924 872 834 780 595 436 428 355 294 12062 4 147 64 39 24 42 61 136 283 373 568 757 1019 1032 1056 995 998 895 815 702 528 454 298 175 92 11553 5

6 48 30 20 30 123 671 1238 1838 1787 1132 800 798 895 857 987 1220 1582 1909 1551 933 584 444 268 121 19866 7 57 43 27 22 127 656 1137 1851 1670 1047 824 864 1046 1008 1113 1317 1706 2134 1494 869 555 458 270 151 20446 8 69 45 25 27 116 640 1186 1910 1746 1088 725 870 991 964 1103 1335 1621 1937 1557 899 633 500 366 149 20502 9 94 54 22 26 111 545 1021 1579 1413 920 898 918 1084 1158 1308 1558 1887 1961 1431 839 505 373 322 237 20264 10 142 77 32 42 57 126 243 391 523 666 826 1011 1064 1193 1219 1103 1039 970 808 577 442 388 333 263 13535 11 140 71 37 44 39 69 173 258 351 505 780 936 1008 950 932 966 839 708 616 512 551 301 219 131 11136 12 72 37 24 25 85 297 617 1066 930 781 792 901 1083 1104 1101 1250 1471 1523 1069 686 511 327 213 121 16086 13 69 30 19 27 132 631 1287 1852 1856 1085 812 803 952 849 1099 1359 1635 2011 1370 861 611 398 239 122 20109 14 64 37 26 27 135 655 1236 1890 1821 1076 822 875 1043 978 1096 1325 1771 2067 1403 836 624 447 243 147 20644 15 68 39 17 24 123 603 1271 1868 1824 1127 862 835 1005 915 1088 1250 1565 2017 1475 911 584 462 300 160 20393 16 91 49 31 47 118 541 1071 1634 1525 896 776 857 994 979 1140 1510 1952 2039 1393 775 523 434 361 227 19963 17 132 80 52 26 52 124 256 444 641 786 970 1065 1056 1101 1152 1059 1221 1047 844 579 483 441 470 286 14367 18 162 90 37 37 41 64 143 242 401 571 733 914 960 941 970 951 875 787 645 546 388 235 158 80 10971 19 101 32 21 28 127 597 1109 1823 1831 997 758 781 922 890 973 1230 1570 1894 1486 793 440 354 210 117 19084 20 47 21 19 33 121 641 1232 1893 1878 1000 880 773 1002 845 972 1254 1665 1898 1549 819 527 411 269 131 19880 21 61 32 22 24 112 645 1273 1927 1889 1203 838 823 927 889 1023 1380 1692 1896 1472 824 546 461 237 196 20392 22 84 38 20 25 107 652 1189 1814 1807 1058 816 824 1021 954 1055 1368 1693 2070 1423 856 604 459 311 186 20434 23 102 48 33 27 120 559 1086 1622 1528 942 863 904 1062 1018 1278 1455 1739 1976 1517 787 537 502 380 243 20328 24 127 62 45 30 44 121 240 542 634 700 831 1039 1079 1150 1088 1079 1048 992 842 584 498 412 400 276 13863 25 159 69 42 48 40 61 143 289 459 606 756 881 1026 929 791 848 865 812 705 545 457 294 164 96 11085 26 56 21 21 31 151 643 1235 1782 1762 996 758 738 929 838 963 1253 1588 1982 1520 827 523 373 226 123 19339 27 65 21 25 29 125 667 1168 1878 1895 1133 844 798 1022 888 1065 1363 1711 2146 1555 931 630 482 301 131 20873 28 64 39 20 14 119 663 1207 1881 1792 1028 816 843 1006 968 1070 1355 1615 2012 1522 1030 581 453 300 168 20566 29 65 42 28 25 115 640 1182 1789 1792 1128 827 815 1010 930 1106 1400 1785 1990 1380 822 524 444 313 192 20344 30 114 70 36 33 105 523 1054 1595 1546 973 897 884 1031 1025 1173 1437 1736 1869 1342 706 483 491 543 481 20147 31

Average 17880.93 AADT 15659 Adjustment Factor 0.875737 12.43% 467 MAIN STREET REDEVELOPMENT

APPENDIX D – BACKGROUND TRIPS

41 467 Main Street Redevelopment MAIN ST

MAIN ST

WASHINGTON ST WASHINGTON

GREEN ST GREEN ELLIOTT ST ELLIOTT Legend DATE: NOV. 2017 AM Background Trips DCI PROJECT: 2017-097 MAIN ST

MAIN ST

WASHINGTON ST WASHINGTON

GREEN ST GREEN ELLIOTT ST ELLIOTT Legend DATE: NOV. 2017 PM Background Trips DCI PROJECT: 2017-097 467 MAIN STREET REDEVELOPMENT

APPENDIX E – TRIP GENERATION

42 467 Main Street Redevelopment

S0801 COMMUTING CHARACTERISTICS BY SEX

2011-2015 American Community Survey 5-Year Estimates

Supporting documentation on code lists, subject definitions, data accuracy, and statistical testing can be found on the American Community Survey website in the Data and Documentation section.

Sample size and data quality measures (including coverage rates, allocation rates, and response rates) can be found on the American Community Survey website in the Methodology section.

Tell us what you think. Provide feedback to help make American Community Survey data more useful for you.

Although the American Community Survey (ACS) produces population, demographic and housing unit estimates, it is the Census Bureau's Population Estimates Program that produces and disseminates the official estimates of the population for the nation, states, counties, cities and towns and estimates of housing units for states and counties.

Subject Census Tract 3344, Middlesex County, Massachusetts Total Male Female Estimate Margin of Error Estimate Margin of Error Estimate Workers 16 years and over 3,476 +/-290 1,810 +/-219 1,666 MEANS OF TRANSPORTATION TO WORK Car, truck, or van 85.8% +/-4.3 85.0% +/-5.6 86.6% Drove alone 81.1% +/-5.0 77.7% +/-6.9 84.8% Carpooled 4.7% +/-3.0 7.3% +/-4.7 1.8% In 2-person carpool 3.2% +/-2.3 6.2% +/-4.4 0.0% In 3-person carpool 0.9% +/-1.0 0.0% +/-1.8 1.8% In 4-or-more person carpool 0.6% +/-0.9 1.1% +/-1.8 0.0% Workers per car, truck, or van 1.03 +/-0.02 1.05 +/-0.03 1.02 Public transportation (excluding taxicab) 9.5% +/-3.8 12.4% +/-5.4 6.2% Walked 0.9% +/-1.0 0.0% +/-1.8 1.9% Bicycle 0.0% +/-0.9 0.0% +/-1.8 0.0% Taxicab, motorcycle, or other means 1.0% +/-1.0 1.0% +/-1.5 1.0% Worked at home 2.8% +/-2.0 1.5% +/-2.0 4.3%

PLACE OF WORK Worked in state of residence 98.3% +/-1.3 98.3% +/-1.9 98.3% Worked in county of residence 65.6% +/-6.5 61.2% +/-8.3 70.3% Worked outside county of residence 32.8% +/-6.5 37.2% +/-8.0 28.0% Worked outside state of residence 1.7% +/-1.3 1.7% +/-1.9 1.7%

Living in a place 100.0% +/-0.9 100.0% +/-1.8 100.0% Worked in place of residence 14.1% +/-4.4 13.5% +/-5.3 14.8% Worked outside place of residence 85.9% +/-4.4 86.5% +/-5.3 85.2% Not living in a place 0.0% +/-0.9 0.0% +/-1.8 0.0%

Living in 12 selected states 100.0% +/-0.9 100.0% +/-1.8 100.0% Worked in minor civil division of residence 14.1% +/-4.4 13.5% +/-5.3 14.8% Worked outside minor civil division of residence 85.9% +/-4.4 86.5% +/-5.3 85.2% Not living in 12 selected states 0.0% +/-0.9 0.0% +/-1.8 0.0%

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Subject Census Tract 3344, Middlesex County, Massachusetts Total Male Female Estimate Margin of Error Estimate Margin of Error Estimate Workers 16 years and over who did not work at home 3,377 +/-279 1,782 +/-221 1,595

TIME LEAVING HOME TO GO TO WORK 12:00 a.m. to 4:59 a.m. 1.4% +/-1.3 1.9% +/-2.0 0.9% 5:00 a.m. to 5:29 a.m. 3.2% +/-2.2 3.6% +/-3.6 2.7% 5:30 a.m. to 5:59 a.m. 3.3% +/-2.1 4.5% +/-3.8 2.0% 6:00 a.m. to 6:29 a.m. 13.6% +/-3.7 14.9% +/-5.6 12.2% 6:30 a.m. to 6:59 a.m. 14.0% +/-3.4 13.9% +/-4.9 14.2% 7:00 a.m. to 7:29 a.m. 15.1% +/-3.4 16.9% +/-6.4 13.1% 7:30 a.m. to 7:59 a.m. 9.3% +/-3.0 5.9% +/-3.3 13.2% 8:00 a.m. to 8:29 a.m. 12.3% +/-4.4 11.2% +/-4.7 13.5% 8:30 a.m. to 8:59 a.m. 7.9% +/-2.7 5.3% +/-3.3 10.8% 9:00 a.m. to 11:59 p.m. 19.8% +/-5.3 21.9% +/-7.5 17.4%

TRAVEL TIME TO WORK Less than 10 minutes 11.4% +/-3.8 11.3% +/-5.7 11.6% 10 to 14 minutes 8.4% +/-4.0 9.0% +/-6.4 7.8% 15 to 19 minutes 11.9% +/-4.2 10.3% +/-5.1 13.7% 20 to 24 minutes 11.6% +/-4.1 8.8% +/-4.7 14.7% 25 to 29 minutes 5.8% +/-2.7 8.6% +/-4.6 2.7% 30 to 34 minutes 16.1% +/-4.0 14.4% +/-6.0 18.0% 35 to 44 minutes 7.2% +/-2.9 9.2% +/-4.8 5.0% 45 to 59 minutes 7.9% +/-2.8 7.1% +/-3.5 8.8% 60 or more minutes 19.6% +/-4.8 21.3% +/-6.2 17.7% Mean travel time to work (minutes) 31.1 +/-2.8 32.7 +/-3.6 29.3

VEHICLES AVAILABLE Workers 16 years and over in households 3,473 +/-292 1,810 +/-219 1,663 No vehicle available 4.1% +/-4.0 6.0% +/-6.1 1.9% 1 vehicle available 14.6% +/-4.7 12.4% +/-5.2 17.0% 2 vehicles available 53.2% +/-8.9 49.8% +/-10.3 57.0% 3 or more vehicles available 28.1% +/-8.2 31.8% +/-8.7 24.1%

PERCENT IMPUTED Means of transportation to work 9.6% (X) (X) (X) (X) Private vehicle occupancy 10.2% (X) (X) (X) (X) Place of work 11.5% (X) (X) (X) (X) Time leaving home to go to work 17.5% (X) (X) (X) (X) Travel time to work 11.7% (X) (X) (X) (X) Vehicles available 1.2% (X) (X) (X) (X)

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Subject Census Tract 3344, Middlesex County, Massachusetts Female Margin of Error Workers 16 years and over +/-247 MEANS OF TRANSPORTATION TO WORK Car, truck, or van +/-5.6 Drove alone +/-5.8 Carpooled +/-2.0 In 2-person carpool +/-1.9 In 3-person carpool +/-2.0 In 4-or-more person carpool +/-1.9 Workers per car, truck, or van +/-0.02 Public transportation (excluding taxicab) +/-4.1 Walked +/-2.1 Bicycle +/-1.9 Taxicab, motorcycle, or other means +/-1.3 Worked at home +/-3.5

PLACE OF WORK Worked in state of residence +/-1.8 Worked in county of residence +/-8.0 Worked outside county of residence +/-8.1 Worked outside state of residence +/-1.8

Living in a place +/-1.9 Worked in place of residence +/-6.4 Worked outside place of residence +/-6.4 Not living in a place +/-1.9

Living in 12 selected states +/-1.9 Worked in minor civil division of residence +/-6.4 Worked outside minor civil division of residence +/-6.4 Not living in 12 selected states +/-1.9

Workers 16 years and over who did not work at home +/-244

TIME LEAVING HOME TO GO TO WORK 12:00 a.m. to 4:59 a.m. +/-1.4 5:00 a.m. to 5:29 a.m. +/-2.4 5:30 a.m. to 5:59 a.m. +/-2.3 6:00 a.m. to 6:29 a.m. +/-5.6 6:30 a.m. to 6:59 a.m. +/-5.6 7:00 a.m. to 7:29 a.m. +/-6.0 7:30 a.m. to 7:59 a.m. +/-5.7 8:00 a.m. to 8:29 a.m. +/-6.8 8:30 a.m. to 8:59 a.m. +/-4.9 9:00 a.m. to 11:59 p.m. +/-6.1

TRAVEL TIME TO WORK Less than 10 minutes +/-6.0 10 to 14 minutes +/-4.6 15 to 19 minutes +/-5.9 20 to 24 minutes +/-6.7 25 to 29 minutes +/-2.4 30 to 34 minutes +/-7.0 35 to 44 minutes +/-3.0 45 to 59 minutes +/-4.9 60 or more minutes +/-6.1 Mean travel time to work (minutes) +/-3.2

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Subject Census Tract 3344, Middlesex County, Massachusetts Female Margin of Error VEHICLES AVAILABLE Workers 16 years and over in households +/-249 No vehicle available +/-3.0 1 vehicle available +/-6.1 2 vehicles available +/-10.0 3 or more vehicles available +/-10.6

PERCENT IMPUTED Means of transportation to work (X) Private vehicle occupancy (X) Place of work (X) Time leaving home to go to work (X) Travel time to work (X) Vehicles available (X)

Data are based on a sample and are subject to sampling variability. The degree of uncertainty for an estimate arising from sampling variability is represented through the use of a margin of error. The value shown here is the 90 percent margin of error. The margin of error can be interpreted roughly as providing a 90 percent probability that the interval defined by the estimate minus the margin of error and the estimate plus the margin of error (the lower and upper confidence bounds) contains the true value. In addition to sampling variability, the ACS estimates are subject to nonsampling error (for a discussion of nonsampling variability, see Accuracy of the Data). The effect of nonsampling error is not represented in these tables.

The 12 selected states are Connecticut, Maine, Massachusetts, Michigan, Minnesota, New Hampshire, New Jersey, New York, Pennsylvania, Rhode Island, Vermont, and Wisconsin.

Workers include members of the Armed Forces and civilians who were at work last week.

While the 2011-2015 American Community Survey (ACS) data generally reflect the February 2013 Office of Management and Budget (OMB) definitions of metropolitan and micropolitan statistical areas; in certain instances the names, codes, and boundaries of the principal cities shown in ACS tables may differ from the OMB definitions due to differences in the effective dates of the geographic entities.

Estimates of urban and rural population, housing units, and characteristics reflect boundaries of urban areas defined based on Census 2010 data. As a result, data for urban and rural areas from the ACS do not necessarily reflect the results of ongoing urbanization.

Source: U.S. Census Bureau, 2011-2015 American Community Survey 5-Year Estimates

Explanation of Symbols:

1. An '**' entry in the margin of error column indicates that either no sample observations or too few sample observations were available to compute a standard error and thus the margin of error. A statistical test is not appropriate. 2. An '-' entry in the estimate column indicates that either no sample observations or too few sample observations were available to compute an estimate, or a ratio of medians cannot be calculated because one or both of the median estimates falls in the lowest interval or upper interval of an open-ended distribution. 3. An '-' following a median estimate means the median falls in the lowest interval of an open-ended distribution. 4. An '+' following a median estimate means the median falls in the upper interval of an open-ended distribution. 5. An '***' entry in the margin of error column indicates that the median falls in the lowest interval or upper interval of an open-ended distribution. A statistical test is not appropriate. 6. An '*****' entry in the margin of error column indicates that the estimate is controlled. A statistical test for sampling variability is not appropriate. 7. An 'N' entry in the estimate and margin of error columns indicates that data for this geographic area cannot be displayed because the number of sample cases is too small. 8. An '(X)' means that the estimate is not applicable or not available.

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S0801 COMMUTING CHARACTERISTICS BY SEX

2011-2015 American Community Survey 5-Year Estimates

Supporting documentation on code lists, subject definitions, data accuracy, and statistical testing can be found on the American Community Survey website in the Data and Documentation section.

Sample size and data quality measures (including coverage rates, allocation rates, and response rates) can be found on the American Community Survey website in the Methodology section.

Tell us what you think. Provide feedback to help make American Community Survey data more useful for you.

Although the American Community Survey (ACS) produces population, demographic and housing unit estimates, it is the Census Bureau's Population Estimates Program that produces and disseminates the official estimates of the population for the nation, states, counties, cities and towns and estimates of housing units for states and counties.

Subject Census Tract 3342, Middlesex County, Massachusetts Total Male Female Estimate Margin of Error Estimate Margin of Error Estimate Workers 16 years and over 2,072 +/-195 1,107 +/-173 965 MEANS OF TRANSPORTATION TO WORK Car, truck, or van 81.0% +/-5.9 80.8% +/-7.8 81.1% Drove alone 76.5% +/-6.4 76.8% +/-8.4 76.3% Carpooled 4.4% +/-3.6 4.1% +/-4.4 4.9% In 2-person carpool 4.4% +/-3.6 4.1% +/-4.4 4.9% In 3-person carpool 0.0% +/-1.6 0.0% +/-2.9 0.0% In 4-or-more person carpool 0.0% +/-1.6 0.0% +/-2.9 0.0% Workers per car, truck, or van 1.03 +/-0.02 1.02 +/-0.03 1.03 Public transportation (excluding taxicab) 12.0% +/-4.9 14.4% +/-7.6 9.2% Walked 3.7% +/-2.7 3.2% +/-2.7 4.2% Bicycle 0.0% +/-1.6 0.0% +/-2.9 0.0% Taxicab, motorcycle, or other means 0.1% +/-0.4 0.0% +/-2.9 0.3% Worked at home 3.2% +/-1.9 1.6% +/-1.9 5.1%

PLACE OF WORK Worked in state of residence 97.2% +/-1.8 96.1% +/-3.0 98.5% Worked in county of residence 60.9% +/-7.8 60.3% +/-10.8 61.6% Worked outside county of residence 36.4% +/-7.7 35.9% +/-10.9 37.0% Worked outside state of residence 2.8% +/-1.8 3.9% +/-3.0 1.5%

Living in a place 100.0% +/-1.6 100.0% +/-2.9 100.0% Worked in place of residence 18.1% +/-5.0 18.7% +/-8.0 17.5% Worked outside place of residence 81.9% +/-5.0 81.3% +/-8.0 82.5% Not living in a place 0.0% +/-1.6 0.0% +/-2.9 0.0%

Living in 12 selected states 100.0% +/-1.6 100.0% +/-2.9 100.0% Worked in minor civil division of residence 18.1% +/-5.0 18.7% +/-8.0 17.5% Worked outside minor civil division of residence 81.9% +/-5.0 81.3% +/-8.0 82.5% Not living in 12 selected states 0.0% +/-1.6 0.0% +/-2.9 0.0%

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Subject Census Tract 3342, Middlesex County, Massachusetts Total Male Female Estimate Margin of Error Estimate Margin of Error Estimate Workers 16 years and over who did not work at home 2,005 +/-190 1,089 +/-172 916

TIME LEAVING HOME TO GO TO WORK 12:00 a.m. to 4:59 a.m. 4.2% +/-2.9 3.4% +/-4.4 5.1% 5:00 a.m. to 5:29 a.m. 0.5% +/-0.8 0.0% +/-2.9 1.1% 5:30 a.m. to 5:59 a.m. 3.0% +/-2.0 3.3% +/-2.7 2.6% 6:00 a.m. to 6:29 a.m. 5.2% +/-2.4 7.2% +/-3.9 2.9% 6:30 a.m. to 6:59 a.m. 9.9% +/-4.2 9.5% +/-4.0 10.4% 7:00 a.m. to 7:29 a.m. 20.1% +/-5.0 18.6% +/-7.3 21.8% 7:30 a.m. to 7:59 a.m. 16.2% +/-4.9 14.2% +/-5.5 18.6% 8:00 a.m. to 8:29 a.m. 18.6% +/-6.7 24.2% +/-9.4 11.9% 8:30 a.m. to 8:59 a.m. 6.3% +/-2.7 8.1% +/-4.6 4.3% 9:00 a.m. to 11:59 p.m. 16.0% +/-5.1 11.6% +/-6.0 21.3%

TRAVEL TIME TO WORK Less than 10 minutes 15.5% +/-5.3 15.3% +/-6.9 15.6% 10 to 14 minutes 13.6% +/-4.6 11.6% +/-4.8 15.9% 15 to 19 minutes 5.7% +/-3.2 5.3% +/-4.3 6.2% 20 to 24 minutes 10.8% +/-3.9 9.0% +/-4.4 13.0% 25 to 29 minutes 4.2% +/-2.0 4.2% +/-2.5 4.1% 30 to 34 minutes 15.2% +/-5.4 14.2% +/-7.6 16.4% 35 to 44 minutes 9.5% +/-6.6 14.2% +/-11.3 3.9% 45 to 59 minutes 10.0% +/-3.2 13.4% +/-4.9 5.9% 60 or more minutes 15.5% +/-4.1 12.7% +/-5.2 18.9% Mean travel time to work (minutes) 30.3 +/-3.0 30.0 +/-3.4 30.6

VEHICLES AVAILABLE Workers 16 years and over in households 2,067 +/-195 1,107 +/-173 960 No vehicle available 1.0% +/-1.1 0.6% +/-0.9 1.5% 1 vehicle available 10.5% +/-4.1 8.1% +/-4.5 13.2% 2 vehicles available 52.6% +/-8.6 52.1% +/-10.3 53.2% 3 or more vehicles available 35.8% +/-8.6 39.1% +/-11.2 32.1%

PERCENT IMPUTED Means of transportation to work 7.6% (X) (X) (X) (X) Private vehicle occupancy 7.4% (X) (X) (X) (X) Place of work 11.5% (X) (X) (X) (X) Time leaving home to go to work 17.6% (X) (X) (X) (X) Travel time to work 9.8% (X) (X) (X) (X) Vehicles available 1.9% (X) (X) (X) (X)

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Subject Census Tract 3342, Middlesex County, Massachusetts Female Margin of Error Workers 16 years and over +/-121 MEANS OF TRANSPORTATION TO WORK Car, truck, or van +/-6.3 Drove alone +/-6.8 Carpooled +/-3.2 In 2-person carpool +/-3.2 In 3-person carpool +/-3.3 In 4-or-more person carpool +/-3.3 Workers per car, truck, or van +/-0.02 Public transportation (excluding taxicab) +/-4.7 Walked +/-3.9 Bicycle +/-3.3 Taxicab, motorcycle, or other means +/-0.9 Worked at home +/-3.0

PLACE OF WORK Worked in state of residence +/-1.7 Worked in county of residence +/-8.7 Worked outside county of residence +/-8.7 Worked outside state of residence +/-1.7

Living in a place +/-3.3 Worked in place of residence +/-6.0 Worked outside place of residence +/-6.0 Not living in a place +/-3.3

Living in 12 selected states +/-3.3 Worked in minor civil division of residence +/-6.0 Worked outside minor civil division of residence +/-6.0 Not living in 12 selected states +/-3.3

Workers 16 years and over who did not work at home +/-121

TIME LEAVING HOME TO GO TO WORK 12:00 a.m. to 4:59 a.m. +/-3.4 5:00 a.m. to 5:29 a.m. +/-1.8 5:30 a.m. to 5:59 a.m. +/-2.5 6:00 a.m. to 6:29 a.m. +/-2.8 6:30 a.m. to 6:59 a.m. +/-6.5 7:00 a.m. to 7:29 a.m. +/-6.1 7:30 a.m. to 7:59 a.m. +/-6.7 8:00 a.m. to 8:29 a.m. +/-6.7 8:30 a.m. to 8:59 a.m. +/-3.4 9:00 a.m. to 11:59 p.m. +/-8.1

TRAVEL TIME TO WORK Less than 10 minutes +/-6.1 10 to 14 minutes +/-7.5 15 to 19 minutes +/-3.8 20 to 24 minutes +/-6.5 25 to 29 minutes +/-2.9 30 to 34 minutes +/-6.7 35 to 44 minutes +/-3.3 45 to 59 minutes +/-3.5 60 or more minutes +/-7.2 Mean travel time to work (minutes) +/-4.8

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Subject Census Tract 3342, Middlesex County, Massachusetts Female Margin of Error VEHICLES AVAILABLE Workers 16 years and over in households +/-121 No vehicle available +/-1.6 1 vehicle available +/-6.1 2 vehicles available +/-9.3 3 or more vehicles available +/-8.3

PERCENT IMPUTED Means of transportation to work (X) Private vehicle occupancy (X) Place of work (X) Time leaving home to go to work (X) Travel time to work (X) Vehicles available (X)

Data are based on a sample and are subject to sampling variability. The degree of uncertainty for an estimate arising from sampling variability is represented through the use of a margin of error. The value shown here is the 90 percent margin of error. The margin of error can be interpreted roughly as providing a 90 percent probability that the interval defined by the estimate minus the margin of error and the estimate plus the margin of error (the lower and upper confidence bounds) contains the true value. In addition to sampling variability, the ACS estimates are subject to nonsampling error (for a discussion of nonsampling variability, see Accuracy of the Data). The effect of nonsampling error is not represented in these tables.

The 12 selected states are Connecticut, Maine, Massachusetts, Michigan, Minnesota, New Hampshire, New Jersey, New York, Pennsylvania, Rhode Island, Vermont, and Wisconsin.

Workers include members of the Armed Forces and civilians who were at work last week.

While the 2011-2015 American Community Survey (ACS) data generally reflect the February 2013 Office of Management and Budget (OMB) definitions of metropolitan and micropolitan statistical areas; in certain instances the names, codes, and boundaries of the principal cities shown in ACS tables may differ from the OMB definitions due to differences in the effective dates of the geographic entities.

Estimates of urban and rural population, housing units, and characteristics reflect boundaries of urban areas defined based on Census 2010 data. As a result, data for urban and rural areas from the ACS do not necessarily reflect the results of ongoing urbanization.

Source: U.S. Census Bureau, 2011-2015 American Community Survey 5-Year Estimates

Explanation of Symbols:

1. An '**' entry in the margin of error column indicates that either no sample observations or too few sample observations were available to compute a standard error and thus the margin of error. A statistical test is not appropriate. 2. An '-' entry in the estimate column indicates that either no sample observations or too few sample observations were available to compute an estimate, or a ratio of medians cannot be calculated because one or both of the median estimates falls in the lowest interval or upper interval of an open-ended distribution. 3. An '-' following a median estimate means the median falls in the lowest interval of an open-ended distribution. 4. An '+' following a median estimate means the median falls in the upper interval of an open-ended distribution. 5. An '***' entry in the margin of error column indicates that the median falls in the lowest interval or upper interval of an open-ended distribution. A statistical test is not appropriate. 6. An '*****' entry in the margin of error column indicates that the estimate is controlled. A statistical test for sampling variability is not appropriate. 7. An 'N' entry in the estimate and margin of error columns indicates that data for this geographic area cannot be displayed because the number of sample cases is too small. 8. An '(X)' means that the estimate is not applicable or not available.

4 of 4 11/17/2017 Design Consultants, Inc. November 2017 467 Main Street, Reading, MA Trip Generation and Average Vehicle Occupancy Based on ITE and Census Tract Data

AM PM Weekday Residential Units Average Vehicle Occupancy (AVO) Peak Hour Peak Hour Daily Base Trips 15 19 200 # Occupants Weight mult. by Product Total Person-Trips 17 21 220 Drove Alone 0.954 1 0.954 Total Person-Vehicle-Trips 17 21 220 Carpool (2) 0.038 2 0.076 Total Vehicle-Trips 16 20 208 Carpool (3) 0.005 3 0.015 Entering Vehicle-Trips 3 13 104 Carpool (4) 0.003 4 0.012 Exiting Vehicle-Trips 13 7 104 Sums 1.000 1.057 AVO (Sum of Products/Sum of Weights) 1.057 AM PM Weekday General Retail Space Peak Hour Peak Hour Daily Base Trips 20 14 126 Total Person-Trips 20 14 126 Total Person-Vehicle-Trips 20 14 126 Total Vehicle-Trips 20 14 126 Entering Vehicle-Trips 10 8 63 Exiting Vehicle-Trips 10 6 63

Census Tract Census Tract Average of Used for MEANS OF TRANSPORTATION TO WORK 3342 3344 Census Tracts Project Car, truck, or van 81.0% 85.8% 83.4% 100.0% Drove alone 76.5% 81.1% 78.8% 95.4% Carpooled: 4.4% 4.7% 4.6% 4.6% In 2-person carpool 4.4% 3.2% 3.8% 3.8% In 3-person carpool 0.0% 0.9% 0.5% 0.5% In 4 person carpool 0.0% 0.6% 0.3% 0.3% Public transportation (excluding taxicab) 12.0% 9.5% 10.8% 0.0% Walked 3.7% 0.9% 2.3% 0.0% Bicycle 0.0% 0.0% 0.0% 0.0% Other means 0.1% 1.0% 0.6% 0.0% Worked at home 3.2% 2.8% 3.0% 0.0%

467 MAIN STREET REDEVELOPMENT

APPENDIX F – SAFETY ANALYSIS

43 467 Main Street Redevelopment INTERSECTION CRASH RATE WORKSHEET

CITY/TOWN : Reading COUNT DATE : Oct-17

DISTRICT : 4 UNSIGNALIZED : SIGNALIZED : X

~ INTERSECTION DATA ~

MAJOR STREET : Main Street (Route 28)

MINOR STREET(S) : Washington Street

Main Street INTERSECTION North DIAGRAM (Label Approaches)

Washington Street

PEAK HOUR VOLUMES Total Peak APPROACH : 1 2 3 4 5 Hourly Approach DIRECTION : SB WB NB EB Volume PEAK HOURLY 2,008 VOLUMES (PM) :

INTERSECTION ADT ( V ) = TOTAL DAILY " K " FACTOR : 0.090 22,311 APPROACH VOLUME : AVERAGE # OF # OF TOTAL # OF CRASHES : 30 3 CRASHES PER YEAR ( 10.00 YEARS : A ) :

( A * 1,000,000 ) RATE = CRASH RATE CALCULATION : 1.23 ( V * 365 )

Comments : Project Title & Date: 467 Main Street Redevelopment Oct-17 INTERSECTION CRASH RATE WORKSHEET

CITY/TOWN : Reading COUNT DATE : Oct-17

DISTRICT : 4 UNSIGNALIZED : X SIGNALIZED :

~ INTERSECTION DATA ~

MAJOR STREET : Main Street (Route 28)

MINOR STREET(S) : Green Street

INTERSECTION North DIAGRAM (Label Approaches) Green Street

Main Street

PEAK HOUR VOLUMES Total Peak APPROACH : 1 2 3 4 5 Hourly Approach DIRECTION : SB WB NB EB Volume PEAK HOURLY 1,313 VOLUMES (PM) :

INTERSECTION ADT ( V ) = TOTAL DAILY " K " FACTOR : 0.090 14,589 APPROACH VOLUME : AVERAGE # OF # OF TOTAL # OF CRASHES : 8 3 CRASHES PER YEAR ( 2.67 YEARS : A ) :

( A * 1,000,000 ) RATE = CRASH RATE CALCULATION : 0.50 ( V * 365 )

Comments : Project Title & Date: 467 Main Street Redevelopment Oct-17 INTERSECTION CRASH RATE WORKSHEET

CITY/TOWN : Reading COUNT DATE : Oct-17

DISTRICT : 4 UNSIGNALIZED : X SIGNALIZED :

~ INTERSECTION DATA ~

MAJOR STREET : Green Street

MINOR STREET(S) : Elliott Street

Elliott Street INTERSECTION North DIAGRAM (Label Approaches) Green Street

PEAK HOUR VOLUMES Total Peak APPROACH : 1 2 3 4 5 Hourly Approach DIRECTION : SWB NWB NEB SEB Volume PEAK HOURLY 199 VOLUMES (AM) :

INTERSECTION ADT ( V ) = TOTAL DAILY " K " FACTOR : 0.090 2,211 APPROACH VOLUME : AVERAGE # OF # OF TOTAL # OF CRASHES : 0 3 CRASHES PER YEAR ( 0.00 YEARS : A ) :

( A * 1,000,000 ) RATE = CRASH RATE CALCULATION : 0.00 ( V * 365 )

Comments : Project Title & Date: 467 Main Street Redevelopment Oct-17 Main Street (Route 28) at Washington Street ID # Date Time Severity Light Weather Road Surface 1 12/15/2014 9:20 AM Non-Fatal Injury Daylight Clear Dry 2 11/11/2014 2:40 PM Property Damage Only Daylight Clear Dry 3 11/11/2014 2:00 PM Property Damage Only Daylight Clear Dry 4 9/19/2014 4:05 PM Property Damage Only Daylight Clear Dry 5 2/19/2014 6:28 PM Property Damage Only Dark Rain Wet 6 12/27/2013 10:20 AM Property Damage Only Daylight Clear Dry 7 12/17/2013 4:18 PM Property Damage Only Dark Snow Snow 8 10/23/2013 2:04 PM Property Damage Only Daylight Cloudy Dry 9 7/13/2013 6:57 PM Property Damage Only Daylight Clear Dry 10 6/11/2013 8:02 AM Property Damage Only Daylight Rain Wet 11 6/4/2013 9:21 AM Property Damage Only Daylight Clear Dry 12 2/28/2012 2:35 PM Non-Fatal Injury Daylight Clear Dry 13 12/30/2012 5:00 PM Property Damage Only Dusk Rain/Sleet Wet 14 11/18/2012 5:00 PM Property Damage Only Dawn Clear Dry 15 11/17/2012 3:56 PM Property Damage Only Daylight Clear Dry 16 12/14/2012 5:03 PM Non-Fatal Injury Dark Clear Dry 17 11/13/2012 5:00 PM Non-Fatal Injury Dark Rain Wet 18 6/1/2012 2:22 PM Property Damage Only Daylight Clear Dry 19 4/26/2012 4:13 PM Property Damage Only Daylight Clear Dry 20 4/12/2012 5:21 PM Property Damage Only Daylight Rain Wet 21 2/13/2012 12:28 PM Property Damage Only Daylight Clear Dry 22 1/13/2012 2:39 PM Property Damage Only Daylight Clear Dry 23 7/11/2014 7:15 PM Non-Fatal Injury Daylight Clear Dry 24 5/13/2014 7:50 AM Property Damage Only Daylight Clear Dry 25 5/7/2014 9:51 PM Property Damage Only Dark Clear Dry 26 4/7/2014 3:17 PM Property Damage Only Daylight Clear Dry 27 3/22/2013 8:38 PM Property Damage Only Dark Clear Dry 28 6/28/2014 9:06 AM Property Damage Only Daylight Clear Dry 29 6/16/2014 4:02 PM Property Damage Only Daylight Clear Dry 30 7/3/2014 12:37 PM Property Damage Only Daylight Clear Dry Legend Collision with a fixed object Sideswipe, same direction Sideswipe, opposite direction Head-on Left turn angle Right angle Rear End

Collision with pedestrian 467 MAIN STREET REDEVELOPMENT

APPENDIX G – INTERSECTION CAPACITY ANALYSIS

44 467 Main Street Redevelopment Lanes, Volumes, Timings 1: Main Street (Route 28) & Green Street 10/10/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 32 70 43 7 419 5 9 711 2 Future Volume (vph) 0 0 0 32 70 43 7 419 5 9 711 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 Frt 0.959 0.997 0.999 Flt Protected 0.990 0.999 0.999 Satd. Flow (prot) 00001795 0 0 3485 0 0 1860 0 Flt Permitted 0.990 0.999 0.999 Satd. Flow (perm) 00001795 0 0 3485 0 0 1860 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 176 802 311 452 Travel Time (s) 4.0 18.2 7.1 10.3 Peak Hour Factor 0.92 0.92 0.92 0.73 0.67 0.67 0.58 0.84 0.42 0.75 0.89 0.50 Heavy Vehicles (%) 2% 2% 2% 0% 1% 0% 14% 3% 0% 0% 2% 0% Adj. Flow (vph) 0 0 0 44 104 64 12 499 12 12 799 4 Shared Lane Traffic (%) Lane Group Flow (vph) 000021200523008150 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0000 Link Offset(ft) 0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 59.5% ICU Level of Service B Analysis Period (min) 15

2017 Existing AM Peak Hour Synchro 9 Report Page 1 HCM Unsignalized Intersection Capacity Analysis 1: Main Street (Route 28) & Green Street 10/10/2017

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 32 70 43 7 419 5 9 711 2 Future Volume (Veh/h) 0 0 0 32 70 43 7 419 5 9 711 2 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.73 0.67 0.67 0.58 0.84 0.42 0.75 0.89 0.50 Hourly flow rate (vph) 0 0 0 44 104 64 12 499 12 12 799 4 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 311 pX, platoon unblocked 0.92 0.92 0.92 0.92 0.92 0.92 vC, conflicting volume 1214 1360 801 1354 1356 256 803 511 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1058 1216 801 1209 1212 15 803 292 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.4 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.3 2.2 p0 queue free % 100 100 100 65 36 93 98 99 cM capacity (veh/h) 74 161 327 127 163 982 743 1177 Direction, Lane # WB 1 NB 1 NB 2 SB 1 Volume Total 212 262 262 815 Volume Left 44 12 0 12 Volume Right 64 0 12 4 cSH 202 743 1700 1177 Volume to Capacity 1.05 0.02 0.15 0.01 Queue Length 95th (ft) 239 1 0 1 Control Delay (s) 126.4 0.6 0.0 0.3 Lane LOS F A A Approach Delay (s) 126.4 0.3 0.3 Approach LOS F Intersection Summary Average Delay 17.5 Intersection Capacity Utilization 59.5% ICU Level of Service B Analysis Period (min) 15

2017 Existing AM Peak Hour Synchro 9 Report Page 2 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 10/10/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 29 172 9 124 248 41 89 343 41 40 680 21 Future Volume (vph) 29 172 9 124 248 41 89 343 41 40 680 21 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 120 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 0 Taper Length (ft) 50 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Frt 0.991 0.987 0.986 0.994 Flt Protected 0.950 0.987 0.990 0.996 Satd. Flow (prot) 1805 1865 0 0 1802 0 0 3474 0 0 3523 0 Flt Permitted 0.304 0.831 0.584 0.856 Satd. Flow (perm) 578 1865 0 0 1517 0 0 2049 0 0 3028 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 2393 Link Speed (mph) 30 30 30 30 Link Distance (ft) 146 229 667 311 Travel Time (s) 3.3 5.2 15.2 7.1 Peak Hour Factor 0.73 0.71 0.56 0.91 0.71 0.79 0.86 0.90 0.85 0.71 0.97 0.66 Heavy Vehicles (%) 0% 1% 0% 1% 2% 12% 0% 2% 0% 8% 1% 0% Adj. Flow (vph) 40 242 16 136 349 52 103 381 48 56 701 32 Shared Lane Traffic (%) Lane Group Flow (vph) 40 258 0 0 537 0 0 532 0 0 789 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0000 Crosswalk Width(ft) 10 10 10 10 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 4 4 1 4 1 4 1 4 Detector Template Left Left Left Leading Detector (ft) 60 60 20 60 20 60 20 60 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 6 6 20 14 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 19 18 18 18 18 Detector 2 Size(ft) 6 6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 0.0 Detector 3 Position(ft) 36 36 36 36 36 Detector 3 Size(ft) 6 6666

2017 Existing AM Peak Hour Synchro 9 Report Page 3 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 10/10/2017

Lane Group Ø9 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Detector 3 Position(ft) Detector 3 Size(ft)

2017 Existing AM Peak Hour Synchro 9 Report Page 4 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 10/10/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector 3 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 3 Channel Detector 3 Extend (s) 0.0 0.0 0.0 0.0 0.0 Detector 4 Position(ft) 54 54 54 54 54 Detector 4 Size(ft) 6 6666 Detector 4 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 4 Channel Detector 4 Extend (s) 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA pm+pt NA pm+pt NA Protected Phases 7 4 8 5 2 1 6 Permitted Phases 4826 Detector Phase 7 4 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 6.0 6.0 6.0 6.0 6.0 10.0 6.0 10.0 Minimum Split (s) 11.0 13.0 13.0 13.0 11.0 17.0 11.0 17.0 Total Split (s) 20.0 47.0 27.0 27.0 23.0 80.0 13.0 70.0 Total Split (%) 12.6% 29.6% 17.0% 17.0% 14.5% 50.3% 8.2% 44.0% Maximum Green (s) 15.0 40.0 20.0 20.0 18.0 73.0 8.0 63.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 3.0 3.0 3.0 1.0 3.0 1.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lag Lag Lag Lead Lead Lead-Lag Optimize? Vehicle Extension (s) 3.0 1.0 1.0 1.0 1.0 2.0 1.0 2.0 Recall Mode None None None None None Min None Min Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 31.2 28.9 22.1 27.4 27.4 Actuated g/C Ratio 0.40 0.37 0.29 0.35 0.35 v/c Ratio 0.11 0.37 1.23 0.73 0.73 Control Delay 20.9 23.3 152.9 29.5 27.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 20.9 23.3 152.9 29.5 27.6 LOS C C F C C Approach Delay 23.0 152.9 29.5 27.6 Approach LOS C F C C Intersection Summary Area Type: Other Cycle Length: 159 Actuated Cycle Length: 77.3 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.23 Intersection Signal Delay: 58.7 Intersection LOS: E Intersection Capacity Utilization 89.3% ICU Level of Service E Analysis Period (min) 15

2017 Existing AM Peak Hour Synchro 9 Report Page 5 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 10/10/2017 Splits and Phases: 2: Main Street (Route 28) & Washington Street

2017 Existing AM Peak Hour Synchro 9 Report Page 6 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 10/10/2017

Lane Group Ø9 Detector 3 Type Detector 3 Channel Detector 3 Extend (s) Detector 4 Position(ft) Detector 4 Size(ft) Detector 4 Type Detector 4 Channel Detector 4 Extend (s) Turn Type Protected Phases 9 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 Minimum Split (s) 19.0 Total Split (s) 19.0 Total Split (%) 12% Maximum Green (s) 14.5 Yellow Time (s) 3.5 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 Recall Mode None Walk Time (s) 5.0 Flash Dont Walk (s) 9.0 Pedestrian Calls (#/hr) 13 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary

2017 Existing AM Peak Hour Synchro 9 Report Page 7 Queues 2: Main Street (Route 28) & Washington Street 10/10/2017

Lane Group EBL EBT WBT NBT SBT Lane Group Flow (vph) 40 258 537 532 789 v/c Ratio 0.11 0.37 1.23 0.73 0.73 Control Delay 20.9 23.3 152.9 29.5 27.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 20.9 23.3 152.9 29.5 27.6 Queue Length 50th (ft) 9 68 ~302 103 156 Queue Length 95th (ft) 35 163 #587 222 308 Internal Link Dist (ft) 66 149 587 231 Turn Bay Length (ft) 120 Base Capacity (vph) 496 1068 436 1797 2471 Starvation Cap Reductn 00000 Spillback Cap Reductn 00000 Storage Cap Reductn 00000 Reduced v/c Ratio 0.08 0.24 1.23 0.30 0.32 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

2017 Existing AM Peak Hour Synchro 9 Report Page 8 HCM Signalized Intersection Capacity Analysis 2: Main Street (Route 28) & Washington Street 10/10/2017

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 29 172 9 124 248 41 89 343 41 40 680 21 Future Volume (vph) 29 172 9 124 248 41 89 343 41 40 680 21 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 Frt 1.00 0.99 0.99 0.99 0.99 Flt Protected 0.95 1.00 0.99 0.99 1.00 Satd. Flow (prot) 1805 1865 1803 3477 3524 Flt Permitted 0.30 1.00 0.83 0.58 0.86 Satd. Flow (perm) 578 1865 1517 2051 3026 Peak-hour factor, PHF 0.73 0.71 0.56 0.91 0.71 0.79 0.86 0.90 0.85 0.71 0.97 0.66 Adj. Flow (vph) 40 242 16 136 349 52 103 381 48 56 701 32 RTOR Reduction (vph) 010020060020 Lane Group Flow (vph) 40 257 0 0 535 0 0 526 0 0 787 0 Heavy Vehicles (%) 0% 1% 0% 1% 2% 12% 0% 2% 0% 8% 1% 0% Turn Type pm+pt NA Perm NA pm+pt NA pm+pt NA Protected Phases 7 4 8 5 2 1 6 Permitted Phases 4826 Actuated Green, G (s) 31.4 31.4 22.1 27.5 27.5 Effective Green, g (s) 31.4 31.4 22.1 27.5 27.5 Actuated g/C Ratio 0.39 0.39 0.27 0.34 0.34 Clearance Time (s) 5.0 7.0 7.0 7.0 7.0 Vehicle Extension (s) 3.0 1.0 1.0 2.0 2.0 Lane Grp Cap (vph) 287 718 411 692 1021 v/s Ratio Prot 0.01 c0.14 v/s Ratio Perm 0.05 c0.35 0.26 c0.26 v/c Ratio 0.14 0.36 1.30 0.76 0.77 Uniform Delay, d1 18.7 17.9 29.7 24.1 24.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.2 0.1 152.4 4.4 3.3 Delay (s) 18.9 18.0 182.1 28.5 27.5 Level of Service B B F C C Approach Delay (s) 18.1 182.1 28.5 27.5 Approach LOS B F C C Intersection Summary HCM 2000 Control Delay 65.0 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.99 Actuated Cycle Length (s) 81.5 Sum of lost time (s) 28.5 Intersection Capacity Utilization 89.3% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group

2017 Existing AM Peak Hour Synchro 9 Report Page 9 Lanes, Volumes, Timings 3: Green Street & Eliott Street 10/10/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 1 12 2 1 103 6 42 8 0 7 10 7 Future Volume (vph) 1 12 2 1 103 6 42 8 0 7 10 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.981 0.991 0.955 Flt Protected 0.993 0.999 0.960 0.984 Satd. Flow (prot) 0 1851 0 0 1864 0 0 1824 0 0 1706 0 Flt Permitted 0.993 0.999 0.960 0.984 Satd. Flow (perm) 0 1851 0 0 1864 0 0 1824 0 0 1706 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 802 492 262 446 Travel Time (s) 18.2 11.2 6.0 10.1 Peak Hour Factor 0.25 0.60 0.50 0.25 0.61 0.50 0.75 0.67 0.25 0.58 0.83 0.58 Heavy Vehicles (%) 0% 0% 0% 0% 1% 0% 0% 0% 0% 0% 0% 14% Adj. Flow (vph) 4 20 4 4 169 12 56 12 0 12 12 12 Shared Lane Traffic (%) Lane Group Flow (vph) 0 28 0 0 185 0 0 68 0 0 36 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0000 Link Offset(ft) 0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 19.4% ICU Level of Service A Analysis Period (min) 15

2017 Existing AM Peak Hour Synchro 9 Report Page 10 HCM Unsignalized Intersection Capacity Analysis 3: Green Street & Eliott Street 10/10/2017

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Traffic Volume (vph) 1 12 2 1 103 6 42 8 0 7 10 7 Future Volume (vph) 1 12 2 1 103 6 42 8 0 7 10 7 Peak Hour Factor 0.25 0.60 0.50 0.25 0.61 0.50 0.75 0.67 0.25 0.58 0.83 0.58 Hourly flow rate (vph) 4 20 4 4 169 12 56 12 0 12 12 12 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 28 185 68 36 Volume Left (vph) 4 4 56 12 Volume Right (vph) 4 12 0 12 Hadj (s) -0.06 -0.02 0.16 -0.05 Departure Headway (s) 4.3 4.2 4.6 4.4 Degree Utilization, x 0.03 0.21 0.09 0.04 Capacity (veh/h) 808 844 745 765 Control Delay (s) 7.4 8.3 8.0 7.6 Approach Delay (s) 7.4 8.3 8.0 7.6 Approach LOS AAAA Intersection Summary Delay 8.1 Level of Service A Intersection Capacity Utilization 19.4% ICU Level of Service A Analysis Period (min) 15

2017 Existing AM Peak Hour Synchro 9 Report Page 11 Lanes, Volumes, Timings 1: Main Street (Route 28) & Green Street 10/10/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 00071240975717134526 Future Volume (vph) 00071240975717134526 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 Frt 0.916 0.995 0.996 Flt Protected 0.991 0.999 0.999 Satd. Flow (prot) 00001725 0 0 3548 0 0 1856 0 Flt Permitted 0.991 0.999 0.999 Satd. Flow (perm) 00001725 0 0 3548 0 0 1856 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 176 802 311 452 Travel Time (s) 4.0 18.2 7.1 10.3 Peak Hour Factor 0.92 0.92 0.92 0.44 0.75 0.77 0.56 0.90 0.61 0.81 0.90 0.38 Heavy Vehicles (%) 2% 2% 2% 0% 0% 0% 11% 1% 0% 0% 2% 0% Adj. Flow (vph) 0 0 0 16 16 52 16 841 28 16 502 16 Shared Lane Traffic (%) Lane Group Flow (vph) 00008400885005340 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0000 Link Offset(ft) 0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 44.8% ICU Level of Service A Analysis Period (min) 15

2017 Existing PM Peak Hour Synchro 9 Report Page 1 HCM Unsignalized Intersection Capacity Analysis 1: Main Street (Route 28) & Green Street 10/10/2017

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 00071240975717134526 Future Volume (Veh/h) 00071240975717134526 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.44 0.75 0.77 0.56 0.90 0.61 0.81 0.90 0.38 Hourly flow rate (vph) 0 0 0 16 16 52 16 841 28 16 502 16 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 311 pX, platoon unblocked 0.82 0.82 0.82 0.82 0.82 0.82 vC, conflicting volume 1054 1443 510 1429 1437 434 518 869 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 621 1096 510 1079 1088 0 518 394 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.3 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.3 2.2 p0 queue free % 100 100 100 89 91 94 98 98 cM capacity (veh/h) 259 168 509 140 172 892 984 961 Direction, Lane # WB 1 NB 1 NB 2 SB 1 Volume Total 84 436 448 534 Volume Left 16 16 0 16 Volume Right 52 0 28 16 cSH 316 984 1700 961 Volume to Capacity 0.27 0.02 0.26 0.02 Queue Length 95th (ft) 26 1 0 1 Control Delay (s) 20.5 0.5 0.0 0.5 Lane LOS C A A Approach Delay (s) 20.5 0.2 0.5 Approach LOS C Intersection Summary Average Delay 1.5 Intersection Capacity Utilization 44.8% ICU Level of Service A Analysis Period (min) 15

2017 Existing PM Peak Hour Synchro 9 Report Page 2 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 10/10/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 105 353 20 43 171 64 119 626 52 67 369 19 Future Volume (vph) 105 353 20 43 171 64 119 626 52 67 369 19 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 120 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 0 Taper Length (ft) 50 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Frt 0.987 0.967 0.988 0.993 Flt Protected 0.950 0.991 0.992 0.992 Satd. Flow (prot) 1805 1867 0 0 1807 0 0 3533 0 0 3517 0 Flt Permitted 0.316 0.834 0.727 0.572 Satd. Flow (perm) 600 1867 0 0 1521 0 0 2589 0 0 2028 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 3874 Link Speed (mph) 30 30 30 30 Link Distance (ft) 146 229 667 311 Travel Time (s) 3.3 5.2 15.2 7.1 Peak Hour Factor 0.71 0.90 0.56 0.72 0.86 0.76 0.90 0.95 0.77 0.80 0.92 0.79 Heavy Vehicles (%) 0% 0% 5% 0% 0% 3% 0% 0% 2% 2% 1% 0% Adj. Flow (vph) 148 392 36 60 199 84 132 659 68 84 401 24 Shared Lane Traffic (%) Lane Group Flow (vph) 148 428 0 0 343 0 0 859 0 0 509 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0000 Crosswalk Width(ft) 10 10 10 10 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 4 4 1 4 1 4 1 4 Detector Template Left Left Left Leading Detector (ft) 60 60 20 60 20 60 20 60 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 6 6 20 14 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 19 18 18 18 18 Detector 2 Size(ft) 6 6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 0.0 Detector 3 Position(ft) 36 36 36 36 36 Detector 3 Size(ft) 6 6666

2017 Existing PM Peak Hour Synchro 9 Report Page 3 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 10/10/2017

Lane Group Ø9 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Detector 3 Position(ft) Detector 3 Size(ft)

2017 Existing PM Peak Hour Synchro 9 Report Page 4 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 10/10/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector 3 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 3 Channel Detector 3 Extend (s) 0.0 0.0 0.0 0.0 0.0 Detector 4 Position(ft) 54 54 54 54 54 Detector 4 Size(ft) 6 6666 Detector 4 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 4 Channel Detector 4 Extend (s) 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA pm+pt NA pm+pt NA Protected Phases 7 4 8 5 2 1 6 Permitted Phases 4826 Detector Phase 7 4 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 6.0 6.0 6.0 6.0 6.0 10.0 6.0 10.0 Minimum Split (s) 11.0 13.0 13.0 13.0 11.0 17.0 11.0 17.0 Total Split (s) 20.0 47.0 27.0 27.0 23.0 80.0 13.0 70.0 Total Split (%) 12.6% 29.6% 17.0% 17.0% 14.5% 50.3% 8.2% 44.0% Maximum Green (s) 15.0 40.0 20.0 20.0 18.0 73.0 8.0 63.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 3.0 3.0 3.0 1.0 3.0 1.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lag Lag Lag Lead Lead Lead-Lag Optimize? Vehicle Extension (s) 3.0 1.0 1.0 1.0 1.0 2.0 1.0 2.0 Recall Mode None None None None None Min None Min Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 40.5 38.4 21.2 34.7 34.7 Actuated g/C Ratio 0.43 0.41 0.23 0.37 0.37 v/c Ratio 0.36 0.56 0.98 0.89 0.68 Control Delay 24.6 29.2 83.3 40.4 30.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 24.6 29.2 83.3 40.4 30.1 LOS C C F D C Approach Delay 28.0 83.3 40.4 30.1 Approach LOS C F D C Intersection Summary Area Type: Other Cycle Length: 159 Actuated Cycle Length: 93.7 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.98 Intersection Signal Delay: 41.5 Intersection LOS: D Intersection Capacity Utilization 93.6% ICU Level of Service F Analysis Period (min) 15

2017 Existing PM Peak Hour Synchro 9 Report Page 5 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 10/10/2017 Splits and Phases: 2: Main Street (Route 28) & Washington Street

2017 Existing PM Peak Hour Synchro 9 Report Page 6 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 10/10/2017

Lane Group Ø9 Detector 3 Type Detector 3 Channel Detector 3 Extend (s) Detector 4 Position(ft) Detector 4 Size(ft) Detector 4 Type Detector 4 Channel Detector 4 Extend (s) Turn Type Protected Phases 9 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 Minimum Split (s) 19.0 Total Split (s) 19.0 Total Split (%) 12% Maximum Green (s) 14.5 Yellow Time (s) 3.5 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 Recall Mode None Walk Time (s) 5.0 Flash Dont Walk (s) 9.0 Pedestrian Calls (#/hr) 15 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary

2017 Existing PM Peak Hour Synchro 9 Report Page 7 Queues 2: Main Street (Route 28) & Washington Street 10/10/2017

Lane Group EBL EBT WBT NBT SBT Lane Group Flow (vph) 148 428 343 859 509 v/c Ratio 0.36 0.56 0.98 0.89 0.68 Control Delay 24.6 29.2 83.3 40.4 30.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 24.6 29.2 83.3 40.4 30.1 Queue Length 50th (ft) 42 151 168 207 110 Queue Length 95th (ft) 108 426 #523 396 224 Internal Link Dist (ft) 66 149 587 231 Turn Bay Length (ft) 120 Base Capacity (vph) 463 846 350 2100 1446 Starvation Cap Reductn 00000 Spillback Cap Reductn 00000 Storage Cap Reductn 00000 Reduced v/c Ratio 0.32 0.51 0.98 0.41 0.35 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

2017 Existing PM Peak Hour Synchro 9 Report Page 8 HCM Signalized Intersection Capacity Analysis 2: Main Street (Route 28) & Washington Street 10/10/2017

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 105 353 20 43 171 64 119 626 52 67 369 19 Future Volume (vph) 105 353 20 43 171 64 119 626 52 67 369 19 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 Frt 1.00 0.99 0.97 0.99 0.99 Flt Protected 0.95 1.00 0.99 0.99 0.99 Satd. Flow (prot) 1805 1868 1808 3534 3516 Flt Permitted 0.32 1.00 0.83 0.73 0.57 Satd. Flow (perm) 601 1868 1520 2591 2026 Peak-hour factor, PHF 0.71 0.90 0.56 0.72 0.86 0.76 0.90 0.95 0.77 0.80 0.92 0.79 Adj. Flow (vph) 148 392 36 60 199 84 132 659 68 84 401 24 RTOR Reduction (vph) 020060040030 Lane Group Flow (vph) 148 426 0 0 337 0 0 855 0 0 506 0 Heavy Vehicles (%) 0% 0% 5% 0% 0% 3% 0% 0% 2% 2% 1% 0% Turn Type pm+pt NA Perm NA pm+pt NA pm+pt NA Protected Phases 7 4 8 5 2 1 6 Permitted Phases 4826 Actuated Green, G (s) 38.4 38.4 21.5 34.7 34.7 Effective Green, g (s) 38.4 38.4 21.5 34.7 34.7 Actuated g/C Ratio 0.40 0.40 0.22 0.36 0.36 Clearance Time (s) 5.0 7.0 7.0 7.0 7.0 Vehicle Extension (s) 3.0 1.0 1.0 2.0 2.0 Lane Grp Cap (vph) 390 747 340 937 733 v/s Ratio Prot 0.05 c0.23 v/s Ratio Perm 0.10 c0.22 c0.33 0.25 v/c Ratio 0.38 0.57 0.99 0.91 0.69 Uniform Delay, d1 20.7 22.3 37.1 29.1 26.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.6 0.7 46.1 12.6 2.3 Delay (s) 21.3 23.0 83.2 41.8 28.3 Level of Service C C F D C Approach Delay (s) 22.6 83.2 41.8 28.3 Approach LOS C F D C Intersection Summary HCM 2000 Control Delay 40.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.91 Actuated Cycle Length (s) 95.9 Sum of lost time (s) 28.5 Intersection Capacity Utilization 93.6% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group

2017 Existing PM Peak Hour Synchro 9 Report Page 9 Lanes, Volumes, Timings 3: Green Street & Eliott Street 10/10/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 23 6 0 40 89748156 Future Volume (vph) 4 23 6 0 40 89748156 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.971 0.975 0.970 0.963 Flt Protected 0.993 0.984 0.987 Satd. Flow (prot) 0 1832 0 0 1852 0 0 1814 0 0 1806 0 Flt Permitted 0.993 0.984 0.987 Satd. Flow (perm) 0 1832 0 0 1852 0 0 1814 0 0 1806 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 802 492 262 446 Travel Time (s) 18.2 11.2 6.0 10.1 Peak Hour Factor 0.50 0.64 0.50 0.25 0.77 0.67 0.75 0.44 0.50 0.67 0.75 0.50 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Adj. Flow (vph) 8 36 12 0 52 12 12 16 8 12 20 12 Shared Lane Traffic (%) Lane Group Flow (vph) 0 56 0 0 64 0 0 36 0 0 44 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0000 Link Offset(ft) 0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 15.0% ICU Level of Service A Analysis Period (min) 15

2017 Existing PM Peak Hour Synchro 9 Report Page 10 HCM Unsignalized Intersection Capacity Analysis 3: Green Street & Eliott Street 10/10/2017

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Traffic Volume (vph) 4 23 6 0 40 89748156 Future Volume (vph) 4 23 6 0 40 89748156 Peak Hour Factor 0.50 0.64 0.50 0.25 0.77 0.67 0.75 0.44 0.50 0.67 0.75 0.50 Hourly flow rate (vph) 8 36 12 0 52 12 12 16 8 12 20 12 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 56 64 36 44 Volume Left (vph) 8 0 12 12 Volume Right (vph) 12 12 8 12 Hadj (s) -0.10 -0.11 -0.07 -0.11 Departure Headway (s) 4.0 4.0 4.1 4.1 Degree Utilization, x 0.06 0.07 0.04 0.05 Capacity (veh/h) 867 873 836 852 Control Delay (s) 7.3 7.3 7.3 7.3 Approach Delay (s) 7.3 7.3 7.3 7.3 Approach LOS AAAA Intersection Summary Delay 7.3 Level of Service A Intersection Capacity Utilization 15.0% ICU Level of Service A Analysis Period (min) 15

2017 Existing PM Peak Hour Synchro 9 Report Page 11 Lanes, Volumes, Timings 1: Main Street (Route 28) & Green Street 10/10/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 34 75 46 8 465 5 10 765 2 Future Volume (vph) 0 0 0 34 75 46 8 465 5 10 765 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 Frt 0.959 0.997 0.999 Flt Protected 0.990 0.999 0.999 Satd. Flow (prot) 00001795 0 0 3484 0 0 1860 0 Flt Permitted 0.990 0.999 0.999 Satd. Flow (perm) 00001795 0 0 3484 0 0 1860 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 176 802 311 452 Travel Time (s) 4.0 18.2 7.1 10.3 Peak Hour Factor 0.92 0.92 0.92 0.73 0.67 0.67 0.58 0.84 0.42 0.75 0.89 0.50 Heavy Vehicles (%) 2% 2% 2% 0% 1% 0% 14% 3% 0% 0% 2% 0% Adj. Flow (vph) 0 0 0 47 112 69 14 554 12 13 860 4 Shared Lane Traffic (%) Lane Group Flow (vph) 000022800580008770 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0000 Link Offset(ft) 0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 63.7% ICU Level of Service B Analysis Period (min) 15

2024 No-Build AM Peak Hour Synchro 9 Report Page 1 HCM Unsignalized Intersection Capacity Analysis 1: Main Street (Route 28) & Green Street 10/10/2017

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 34 75 46 8 465 5 10 765 2 Future Volume (Veh/h) 0 0 0 34 75 46 8 465 5 10 765 2 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.73 0.67 0.67 0.58 0.84 0.42 0.75 0.89 0.50 Hourly flow rate (vph) 0 0 0 47 112 69 14 554 12 13 860 4 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 311 pX, platoon unblocked 0.91 0.91 0.91 0.91 0.91 0.91 vC, conflicting volume 1318 1482 862 1476 1478 283 864 566 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1146 1327 862 1320 1322 5 864 317 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.4 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.3 2.2 p0 queue free % 100 100 100 55 19 93 98 99 cM capacity (veh/h) 41 136 298 103 138 982 703 1138 Direction, Lane # WB 1 NB 1 NB 2 SB 1 Volume Total 228 291 289 877 Volume Left 47 14 0 13 Volume Right 69 0 12 4 cSH 170 703 1700 1138 Volume to Capacity 1.34 0.02 0.17 0.01 Queue Length 95th (ft) 338 2 0 1 Control Delay (s) 238.9 0.7 0.0 0.3 Lane LOS F A A Approach Delay (s) 238.9 0.4 0.3 Approach LOS F Intersection Summary Average Delay 32.6 Intersection Capacity Utilization 63.7% ICU Level of Service B Analysis Period (min) 15

2024 No-Build AM Peak Hour Synchro 9 Report Page 2 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 10/10/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 32 195 10 133 272 44 101 383 46 43 732 23 Future Volume (vph) 32 195 10 133 272 44 101 383 46 43 732 23 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 120 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 0 Taper Length (ft) 50 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Frt 0.991 0.987 0.986 0.994 Flt Protected 0.950 0.988 0.990 0.996 Satd. Flow (prot) 1805 1865 0 0 1804 0 0 3474 0 0 3523 0 Flt Permitted 0.271 0.822 0.570 0.830 Satd. Flow (perm) 515 1865 0 0 1501 0 0 2000 0 0 2935 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 2393 Link Speed (mph) 30 30 30 30 Link Distance (ft) 146 229 667 311 Travel Time (s) 3.3 5.2 15.2 7.1 Peak Hour Factor 0.73 0.71 0.56 0.91 0.71 0.79 0.86 0.90 0.85 0.71 0.97 0.66 Heavy Vehicles (%) 0% 1% 0% 1% 2% 12% 0% 2% 0% 8% 1% 0% Adj. Flow (vph) 44 275 18 146 383 56 117 426 54 61 755 35 Shared Lane Traffic (%) Lane Group Flow (vph) 44 293 0 0 585 0 0 597 0 0 851 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0000 Crosswalk Width(ft) 10 10 10 10 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 4 4 1 4 1 4 1 4 Detector Template Left Left Left Leading Detector (ft) 60 60 20 60 20 60 20 60 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 6 6 20 14 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 19 18 18 18 18 Detector 2 Size(ft) 6 6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 0.0 Detector 3 Position(ft) 36 36 36 36 36 Detector 3 Size(ft) 6 6666

2024 No-Build AM Peak Hour Synchro 9 Report Page 3 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 10/10/2017

Lane Group Ø9 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Detector 3 Position(ft) Detector 3 Size(ft)

2024 No-Build AM Peak Hour Synchro 9 Report Page 4 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 10/10/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector 3 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 3 Channel Detector 3 Extend (s) 0.0 0.0 0.0 0.0 0.0 Detector 4 Position(ft) 54 54 54 54 54 Detector 4 Size(ft) 6 6666 Detector 4 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 4 Channel Detector 4 Extend (s) 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA pm+pt NA pm+pt NA Protected Phases 7 4 8 5 2 1 6 Permitted Phases 4826 Detector Phase 7 4 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 6.0 6.0 6.0 6.0 6.0 10.0 6.0 10.0 Minimum Split (s) 11.0 13.0 13.0 13.0 11.0 17.0 11.0 17.0 Total Split (s) 20.0 47.0 27.0 27.0 23.0 80.0 13.0 70.0 Total Split (%) 12.6% 29.6% 17.0% 17.0% 14.5% 50.3% 8.2% 44.0% Maximum Green (s) 15.0 40.0 20.0 20.0 18.0 73.0 8.0 63.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 3.0 3.0 3.0 1.0 3.0 1.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lag Lag Lag Lead Lead Lead-Lag Optimize? Vehicle Extension (s) 3.0 1.0 1.0 1.0 1.0 2.0 1.0 2.0 Recall Mode None None None None None Min None Min Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 31.5 29.3 22.3 32.7 32.7 Actuated g/C Ratio 0.38 0.35 0.27 0.39 0.39 v/c Ratio 0.14 0.44 1.44 0.75 0.73 Control Delay 24.3 27.6 241.7 29.6 26.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 24.3 27.6 241.7 29.6 26.8 LOS C C F C C Approach Delay 27.2 241.7 29.6 26.8 Approach LOS C F C C Intersection Summary Area Type: Other Cycle Length: 159 Actuated Cycle Length: 83 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.44 Intersection Signal Delay: 80.6 Intersection LOS: F Intersection Capacity Utilization 95.7% ICU Level of Service F Analysis Period (min) 15

2024 No-Build AM Peak Hour Synchro 9 Report Page 5 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 10/10/2017 Splits and Phases: 2: Main Street (Route 28) & Washington Street

2024 No-Build AM Peak Hour Synchro 9 Report Page 6 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 10/10/2017

Lane Group Ø9 Detector 3 Type Detector 3 Channel Detector 3 Extend (s) Detector 4 Position(ft) Detector 4 Size(ft) Detector 4 Type Detector 4 Channel Detector 4 Extend (s) Turn Type Protected Phases 9 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 Minimum Split (s) 19.0 Total Split (s) 19.0 Total Split (%) 12% Maximum Green (s) 14.5 Yellow Time (s) 3.5 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 Recall Mode None Walk Time (s) 5.0 Flash Dont Walk (s) 9.0 Pedestrian Calls (#/hr) 13 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary

2024 No-Build AM Peak Hour Synchro 9 Report Page 7 Queues 2: Main Street (Route 28) & Washington Street 10/10/2017

Lane Group EBL EBT WBT NBT SBT Lane Group Flow (vph) 44 293 585 597 851 v/c Ratio 0.14 0.44 1.44 0.75 0.73 Control Delay 24.3 27.6 241.7 29.6 26.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 24.3 27.6 241.7 29.6 26.8 Queue Length 50th (ft) 11 88 ~386 123 176 Queue Length 95th (ft) 42 207 #722 259 343 Internal Link Dist (ft) 66 149 587 231 Turn Bay Length (ft) 120 Base Capacity (vph) 455 1003 405 1700 2312 Starvation Cap Reductn 00000 Spillback Cap Reductn 00000 Storage Cap Reductn 00000 Reduced v/c Ratio 0.10 0.29 1.44 0.35 0.37 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

2024 No-Build AM Peak Hour Synchro 9 Report Page 8 HCM Signalized Intersection Capacity Analysis 2: Main Street (Route 28) & Washington Street 10/10/2017

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 32 195 10 133 272 44 101 383 46 43 732 23 Future Volume (vph) 32 195 10 133 272 44 101 383 46 43 732 23 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 Frt 1.00 0.99 0.99 0.99 0.99 Flt Protected 0.95 1.00 0.99 0.99 1.00 Satd. Flow (prot) 1805 1865 1803 3477 3523 Flt Permitted 0.27 1.00 0.82 0.57 0.83 Satd. Flow (perm) 515 1865 1501 2000 2936 Peak-hour factor, PHF 0.73 0.71 0.56 0.91 0.71 0.79 0.86 0.90 0.85 0.71 0.97 0.66 Adj. Flow (vph) 44 275 18 146 383 56 117 426 54 61 755 35 RTOR Reduction (vph) 010020060020 Lane Group Flow (vph) 44 292 0 0 583 0 0 591 0 0 849 0 Heavy Vehicles (%) 0% 1% 0% 1% 2% 12% 0% 2% 0% 8% 1% 0% Turn Type pm+pt NA Perm NA pm+pt NA pm+pt NA Protected Phases 7 4 8 5 2 1 6 Permitted Phases 4826 Actuated Green, G (s) 31.7 31.7 22.3 32.7 32.7 Effective Green, g (s) 31.7 31.7 22.3 32.7 32.7 Actuated g/C Ratio 0.36 0.36 0.26 0.38 0.38 Clearance Time (s) 5.0 7.0 7.0 7.0 7.0 Vehicle Extension (s) 3.0 1.0 1.0 2.0 2.0 Lane Grp Cap (vph) 252 679 384 751 1103 v/s Ratio Prot 0.01 c0.16 v/s Ratio Perm 0.05 c0.39 c0.30 0.29 v/c Ratio 0.17 0.43 1.52 0.79 0.77 Uniform Delay, d1 21.2 20.8 32.4 24.1 23.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 0.2 245.9 5.1 3.0 Delay (s) 21.5 21.0 278.3 29.1 26.8 Level of Service C C F C C Approach Delay (s) 21.1 278.3 29.1 26.8 Approach LOS C F C C Intersection Summary HCM 2000 Control Delay 88.7 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.07 Actuated Cycle Length (s) 87.0 Sum of lost time (s) 28.5 Intersection Capacity Utilization 95.7% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group

2024 No-Build AM Peak Hour Synchro 9 Report Page 9 Lanes, Volumes, Timings 3: Green Street & Eliott Street 10/10/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 1 13 2 1 110 6 45 9 0 8 11 8 Future Volume (vph) 1 13 2 1 110 6 45 9 0 8 11 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.982 0.992 0.954 Flt Protected 0.993 0.999 0.961 0.983 Satd. Flow (prot) 0 1853 0 0 1866 0 0 1826 0 0 1700 0 Flt Permitted 0.993 0.999 0.961 0.983 Satd. Flow (perm) 0 1853 0 0 1866 0 0 1826 0 0 1700 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 802 492 262 446 Travel Time (s) 18.2 11.2 6.0 10.1 Peak Hour Factor 0.25 0.60 0.50 0.25 0.61 0.50 0.75 0.67 0.25 0.58 0.83 0.58 Heavy Vehicles (%) 0% 0% 0% 0% 1% 0% 0% 0% 0% 0% 0% 14% Adj. Flow (vph) 4 22 4 4 180 12 60 13 0 14 13 14 Shared Lane Traffic (%) Lane Group Flow (vph) 0 30 0 0 196 0 0 73 0 0 41 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0000 Link Offset(ft) 0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 20.2% ICU Level of Service A Analysis Period (min) 15

2024 No-Build AM Peak Hour Synchro 9 Report Page 10 HCM Unsignalized Intersection Capacity Analysis 3: Green Street & Eliott Street 10/10/2017

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Traffic Volume (vph) 1 13 2 1 110 6 45 9 0 8 11 8 Future Volume (vph) 1 13 2 1 110 6 45 9 0 8 11 8 Peak Hour Factor 0.25 0.60 0.50 0.25 0.61 0.50 0.75 0.67 0.25 0.58 0.83 0.58 Hourly flow rate (vph) 4 22 4 4 180 12 60 13 0 14 13 14 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 30 196 73 41 Volume Left (vph) 4 4 60 14 Volume Right (vph) 4 12 0 14 Hadj (s) -0.05 -0.02 0.16 -0.06 Departure Headway (s) 4.3 4.2 4.6 4.4 Degree Utilization, x 0.04 0.23 0.09 0.05 Capacity (veh/h) 797 837 737 757 Control Delay (s) 7.5 8.4 8.1 7.7 Approach Delay (s) 7.5 8.4 8.1 7.7 Approach LOS AAAA Intersection Summary Delay 8.2 Level of Service A Intersection Capacity Utilization 20.2% ICU Level of Service A Analysis Period (min) 15

2024 No-Build AM Peak Hour Synchro 9 Report Page 11 Lanes, Volumes, Timings 1: Main Street (Route 28) & Green Street 11/07/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 000813431081918144956 Future Volume (vph) 000813431081918144956 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 Frt 0.917 0.995 0.996 Flt Protected 0.990 0.999 0.999 Satd. Flow (prot) 00001725 0 0 3547 0 0 1855 0 Flt Permitted 0.990 0.999 0.999 Satd. Flow (perm) 00001725 0 0 3547 0 0 1855 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 176 802 311 452 Travel Time (s) 4.0 18.2 7.1 10.3 Peak Hour Factor 0.92 0.92 0.92 0.44 0.75 0.77 0.56 0.90 0.61 0.81 0.90 0.38 Heavy Vehicles (%) 2% 2% 2% 0% 0% 0% 11% 1% 0% 0% 2% 0% Adj. Flow (vph) 0 0 0 18 17 56 18 910 30 17 550 16 Shared Lane Traffic (%) Lane Group Flow (vph) 00009100958005830 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0000 Link Offset(ft) 0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 48.1% ICU Level of Service A Analysis Period (min) 15

2024 No-Build PM Peak Hour Synchro 9 Report Page 1 HCM Unsignalized Intersection Capacity Analysis 1: Main Street (Route 28) & Green Street 11/07/2017

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 000813431081918144956 Future Volume (Veh/h) 000813431081918144956 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.44 0.75 0.77 0.56 0.90 0.61 0.81 0.90 0.38 Hourly flow rate (vph) 0 0 0 18 17 56 18 910 30 17 550 16 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 311 pX, platoon unblocked 0.81 0.81 0.81 0.81 0.81 0.81 vC, conflicting volume 1148 1568 558 1553 1561 470 566 940 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 702 1224 558 1205 1215 0 566 444 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.3 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.3 2.2 p0 queue free % 100 100 100 84 88 94 98 98 cM capacity (veh/h) 217 138 473 111 142 879 942 908 Direction, Lane # WB 1 NB 1 NB 2 SB 1 Volume Total 91 473 485 583 Volume Left 18 18 0 17 Volume Right 56 0 30 16 cSH 263 942 1700 908 Volume to Capacity 0.35 0.02 0.29 0.02 Queue Length 95th (ft) 37 1 0 1 Control Delay (s) 25.7 0.6 0.0 0.5 Lane LOS D A A Approach Delay (s) 25.7 0.3 0.5 Approach LOS D Intersection Summary Average Delay 1.8 Intersection Capacity Utilization 48.1% ICU Level of Service A Analysis Period (min) 15

2024 No-Build PM Peak Hour Synchro 9 Report Page 2 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 11/07/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 114 389 21 48 195 69 139 677 56 72 405 21 Future Volume (vph) 114 389 21 48 195 69 139 677 56 72 405 21 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 120 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 0 Taper Length (ft) 50 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Frt 0.988 0.968 0.988 0.993 Flt Protected 0.950 0.991 0.992 0.992 Satd. Flow (prot) 1805 1870 0 0 1810 0 0 3533 0 0 3517 0 Flt Permitted 0.253 0.823 0.701 0.560 Satd. Flow (perm) 481 1870 0 0 1503 0 0 2496 0 0 1985 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 3874 Link Speed (mph) 30 30 30 30 Link Distance (ft) 146 229 667 311 Travel Time (s) 3.3 5.2 15.2 7.1 Peak Hour Factor 0.71 0.90 0.56 0.72 0.86 0.76 0.90 0.95 0.77 0.80 0.92 0.79 Heavy Vehicles (%) 0% 0% 5% 0% 0% 3% 0% 0% 2% 2% 1% 0% Adj. Flow (vph) 161 432 38 67 227 91 154 713 73 90 440 27 Shared Lane Traffic (%) Lane Group Flow (vph) 161 470 0 0 385 0 0 940 0 0 557 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0000 Crosswalk Width(ft) 10 10 10 10 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 4 4 1 4 1 4 1 4 Detector Template Left Left Left Leading Detector (ft) 60 60 20 60 20 60 20 60 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 6 6 20 14 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 19 18 18 18 18 Detector 2 Size(ft) 6 6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 0.0 Detector 3 Position(ft) 36 36 36 36 36 Detector 3 Size(ft) 6 6666

2024 No-Build PM Peak Hour Synchro 9 Report Page 3 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 11/07/2017

Lane Group Ø9 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Detector 3 Position(ft) Detector 3 Size(ft)

2024 No-Build PM Peak Hour Synchro 9 Report Page 4 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 11/07/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector 3 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 3 Channel Detector 3 Extend (s) 0.0 0.0 0.0 0.0 0.0 Detector 4 Position(ft) 54 54 54 54 54 Detector 4 Size(ft) 6 6666 Detector 4 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 4 Channel Detector 4 Extend (s) 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA pm+pt NA pm+pt NA Protected Phases 7 4 8 5 2 1 6 Permitted Phases 4826 Detector Phase 7 4 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 6.0 6.0 6.0 6.0 6.0 10.0 6.0 10.0 Minimum Split (s) 11.0 13.0 13.0 13.0 11.0 17.0 11.0 17.0 Total Split (s) 20.0 47.0 27.0 27.0 23.0 80.0 13.0 70.0 Total Split (%) 12.6% 29.6% 17.0% 17.0% 14.5% 50.3% 8.2% 44.0% Maximum Green (s) 15.0 40.0 20.0 20.0 18.0 73.0 8.0 63.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 3.0 3.0 3.0 1.0 3.0 1.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lag Lag Lag Lead Lead Lead-Lag Optimize? Vehicle Extension (s) 3.0 1.0 1.0 1.0 1.0 2.0 1.0 2.0 Recall Mode None None None None None Min None Min Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 40.9 38.7 21.1 42.0 42.0 Actuated g/C Ratio 0.40 0.38 0.21 0.41 0.41 v/c Ratio 0.45 0.66 1.21 0.90 0.68 Control Delay 29.8 35.6 154.9 41.1 29.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 29.8 35.6 154.9 41.1 29.1 LOS C D F D C Approach Delay 34.1 154.9 41.1 29.1 Approach LOS C F D C Intersection Summary Area Type: Other Cycle Length: 159 Actuated Cycle Length: 101.3 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.21 Intersection Signal Delay: 54.1 Intersection LOS: D Intersection Capacity Utilization 100.7% ICU Level of Service G Analysis Period (min) 15

2024 No-Build PM Peak Hour Synchro 9 Report Page 5 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 11/07/2017 Splits and Phases: 2: Main Street (Route 28) & Washington Street

2024 No-Build PM Peak Hour Synchro 9 Report Page 6 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 11/07/2017

Lane Group Ø9 Detector 3 Type Detector 3 Channel Detector 3 Extend (s) Detector 4 Position(ft) Detector 4 Size(ft) Detector 4 Type Detector 4 Channel Detector 4 Extend (s) Turn Type Protected Phases 9 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 Minimum Split (s) 19.0 Total Split (s) 19.0 Total Split (%) 12% Maximum Green (s) 14.5 Yellow Time (s) 3.5 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 Recall Mode None Walk Time (s) 5.0 Flash Dont Walk (s) 9.0 Pedestrian Calls (#/hr) 15 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary

2024 No-Build PM Peak Hour Synchro 9 Report Page 7 Queues 2: Main Street (Route 28) & Washington Street 11/07/2017

Lane Group EBL EBT WBT NBT SBT Lane Group Flow (vph) 161 470 385 940 557 v/c Ratio 0.45 0.66 1.21 0.90 0.68 Control Delay 29.8 35.6 154.9 41.1 29.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 29.8 35.6 154.9 41.1 29.1 Queue Length 50th (ft) 52 194 ~243 246 126 Queue Length 95th (ft) 129 #564 #655 460 251 Internal Link Dist (ft) 66 149 587 231 Turn Bay Length (ft) 120 Base Capacity (vph) 400 781 319 1901 1305 Starvation Cap Reductn 00000 Spillback Cap Reductn 00000 Storage Cap Reductn 00000 Reduced v/c Ratio 0.40 0.60 1.21 0.49 0.43 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

2024 No-Build PM Peak Hour Synchro 9 Report Page 8 HCM Signalized Intersection Capacity Analysis 2: Main Street (Route 28) & Washington Street 11/07/2017

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 114 389 21 48 195 69 139 677 56 72 405 21 Future Volume (vph) 114 389 21 48 195 69 139 677 56 72 405 21 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 Frt 1.00 0.99 0.97 0.99 0.99 Flt Protected 0.95 1.00 0.99 0.99 0.99 Satd. Flow (prot) 1805 1869 1811 3533 3516 Flt Permitted 0.25 1.00 0.82 0.70 0.56 Satd. Flow (perm) 480 1869 1504 2497 1984 Peak-hour factor, PHF 0.71 0.90 0.56 0.72 0.86 0.76 0.90 0.95 0.77 0.80 0.92 0.79 Adj. Flow (vph) 161 432 38 67 227 91 154 713 73 90 440 27 RTOR Reduction (vph) 020060040020 Lane Group Flow (vph) 161 468 0 0 379 0 0 936 0 0 555 0 Heavy Vehicles (%) 0% 0% 5% 0% 0% 3% 0% 0% 2% 2% 1% 0% Turn Type pm+pt NA Perm NA pm+pt NA pm+pt NA Protected Phases 7 4 8 5 2 1 6 Permitted Phases 4826 Actuated Green, G (s) 38.8 38.8 21.5 42.0 42.0 Effective Green, g (s) 38.8 38.8 21.5 42.0 42.0 Actuated g/C Ratio 0.37 0.37 0.21 0.41 0.41 Clearance Time (s) 5.0 7.0 7.0 7.0 7.0 Vehicle Extension (s) 3.0 1.0 1.0 2.0 2.0 Lane Grp Cap (vph) 336 699 311 1011 803 v/s Ratio Prot 0.06 c0.25 v/s Ratio Perm 0.12 c0.25 c0.37 0.28 v/c Ratio 0.48 0.67 1.22 0.93 0.69 Uniform Delay, d1 24.8 27.1 41.1 29.4 25.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.1 1.9 123.6 13.5 2.1 Delay (s) 25.9 29.0 164.7 42.9 27.6 Level of Service C C F D C Approach Delay (s) 28.2 164.7 42.9 27.6 Approach LOS C F D C Intersection Summary HCM 2000 Control Delay 54.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.00 Actuated Cycle Length (s) 103.7 Sum of lost time (s) 28.5 Intersection Capacity Utilization 100.7% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group

2024 No-Build PM Peak Hour Synchro 9 Report Page 9 Lanes, Volumes, Timings 3: Green Street & Eliott Street 11/07/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 25 6 0 43 9 10 8 4 9 16 6 Future Volume (vph) 4 25 6 0 43 9 10 8 4 9 16 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.973 0.975 0.972 0.965 Flt Protected 0.993 0.984 0.986 Satd. Flow (prot) 0 1836 0 0 1852 0 0 1817 0 0 1808 0 Flt Permitted 0.993 0.984 0.986 Satd. Flow (perm) 0 1836 0 0 1852 0 0 1817 0 0 1808 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 802 492 262 446 Travel Time (s) 18.2 11.2 6.0 10.1 Peak Hour Factor 0.50 0.64 0.50 0.25 0.77 0.67 0.75 0.44 0.50 0.67 0.75 0.50 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Adj. Flow (vph) 8 39 12 0 56 13 13 18 8 13 21 12 Shared Lane Traffic (%) Lane Group Flow (vph) 0 59 0 0 69 0 0 39 0 0 46 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0000 Link Offset(ft) 0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 15.1% ICU Level of Service A Analysis Period (min) 15

2024 No-Build PM Peak Hour Synchro 9 Report Page 10 HCM Unsignalized Intersection Capacity Analysis 3: Green Street & Eliott Street 11/07/2017

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Traffic Volume (vph) 4 25 6 0 43 9 10 8 4 9 16 6 Future Volume (vph) 4 25 6 0 43 9 10 8 4 9 16 6 Peak Hour Factor 0.50 0.64 0.50 0.25 0.77 0.67 0.75 0.44 0.50 0.67 0.75 0.50 Hourly flow rate (vph) 8 39 12 0 56 13 13 18 8 13 21 12 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 59 69 39 46 Volume Left (vph) 8 0 13 13 Volume Right (vph) 12 13 8 12 Hadj (s) -0.09 -0.11 -0.06 -0.10 Departure Headway (s) 4.1 4.0 4.2 4.1 Degree Utilization, x 0.07 0.08 0.05 0.05 Capacity (veh/h) 862 869 828 844 Control Delay (s) 7.3 7.4 7.4 7.3 Approach Delay (s) 7.3 7.4 7.4 7.3 Approach LOS AAAA Intersection Summary Delay 7.4 Level of Service A Intersection Capacity Utilization 15.1% ICU Level of Service A Analysis Period (min) 15

2024 No-Build PM Peak Hour Synchro 9 Report Page 11 Lanes, Volumes, Timings 1: Main Street (Route 28) & Green Street 11/07/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 38 85 51 8 465 5 11 765 2 Future Volume (vph) 0 0 0 38 85 51 8 465 5 11 765 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 Frt 0.960 0.997 0.999 Flt Protected 0.990 0.999 0.999 Satd. Flow (prot) 00001797 0 0 3484 0 0 1860 0 Flt Permitted 0.990 0.999 0.999 Satd. Flow (perm) 00001797 0 0 3484 0 0 1860 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 176 155 311 452 Travel Time (s) 4.0 3.5 7.1 10.3 Peak Hour Factor 0.92 0.92 0.92 0.73 0.67 0.67 0.58 0.84 0.42 0.75 0.89 0.50 Heavy Vehicles (%) 2% 2% 2% 0% 1% 0% 14% 3% 0% 0% 2% 0% Adj. Flow (vph) 0 0 0 52 127 76 14 554 12 15 860 4 Shared Lane Traffic (%) Lane Group Flow (vph) 000025500580008790 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0000 Link Offset(ft) 0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 65.5% ICU Level of Service C Analysis Period (min) 15

2024 Build AM Peak Hour Synchro 9 Report Page 1 HCM Unsignalized Intersection Capacity Analysis 1: Main Street (Route 28) & Green Street 11/07/2017

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 38 85 51 8 465 5 11 765 2 Future Volume (Veh/h) 0 0 0 38 85 51 8 465 5 11 765 2 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.73 0.67 0.67 0.58 0.84 0.42 0.75 0.89 0.50 Hourly flow rate (vph) 0 0 0 52 127 76 14 554 12 15 860 4 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 311 pX, platoon unblocked 0.91 0.91 0.91 0.91 0.91 0.91 vC, conflicting volume 1336 1486 862 1480 1482 283 864 566 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1167 1332 862 1325 1327 6 864 318 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.4 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.3 2.2 p0 queue free % 100 100 100 49 7 92 98 99 cM capacity (veh/h) 22 134 298 102 136 981 703 1138 Direction, Lane # WB 1 NB 1 NB 2 SB 1 Volume Total 255 291 289 879 Volume Left 52 14 0 15 Volume Right 76 0 12 4 cSH 168 703 1700 1138 Volume to Capacity 1.52 0.02 0.17 0.01 Queue Length 95th (ft) 415 2 0 1 Control Delay (s) 310.3 0.7 0.0 0.4 Lane LOS F A A Approach Delay (s) 310.3 0.4 0.4 Approach LOS F Intersection Summary Average Delay 46.5 Intersection Capacity Utilization 65.5% ICU Level of Service C Analysis Period (min) 15

2024 Build AM Peak Hour Synchro 9 Report Page 2 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 11/07/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 32 195 10 133 272 44 101 383 46 43 736 23 Future Volume (vph) 32 195 10 133 272 44 101 383 46 43 736 23 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 120 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 0 Taper Length (ft) 50 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Frt 0.991 0.987 0.986 0.994 Flt Protected 0.950 0.988 0.990 0.996 Satd. Flow (prot) 1805 1865 0 0 1804 0 0 3474 0 0 3523 0 Flt Permitted 0.271 0.822 0.569 0.831 Satd. Flow (perm) 515 1865 0 0 1501 0 0 1997 0 0 2939 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 2393 Link Speed (mph) 30 30 30 30 Link Distance (ft) 146 229 667 311 Travel Time (s) 3.3 5.2 15.2 7.1 Peak Hour Factor 0.73 0.71 0.56 0.91 0.71 0.79 0.86 0.90 0.85 0.71 0.97 0.66 Heavy Vehicles (%) 0% 1% 0% 1% 2% 12% 0% 2% 0% 8% 1% 0% Adj. Flow (vph) 44 275 18 146 383 56 117 426 54 61 759 35 Shared Lane Traffic (%) Lane Group Flow (vph) 44 293 0 0 585 0 0 597 0 0 855 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0000 Crosswalk Width(ft) 10 10 10 10 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 4 4 1 4 1 4 1 4 Detector Template Left Left Left Leading Detector (ft) 60 60 20 60 20 60 20 60 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 6 6 20 14 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 19 18 18 18 18 Detector 2 Size(ft) 6 6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 0.0 Detector 3 Position(ft) 36 36 36 36 36 Detector 3 Size(ft) 6 6666

2024 Build AM Peak Hour Synchro 9 Report Page 3 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 11/07/2017

Lane Group Ø9 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Detector 3 Position(ft) Detector 3 Size(ft)

2024 Build AM Peak Hour Synchro 9 Report Page 4 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 11/07/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector 3 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 3 Channel Detector 3 Extend (s) 0.0 0.0 0.0 0.0 0.0 Detector 4 Position(ft) 54 54 54 54 54 Detector 4 Size(ft) 6 6666 Detector 4 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 4 Channel Detector 4 Extend (s) 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA pm+pt NA pm+pt NA Protected Phases 7 4 8 5 2 1 6 Permitted Phases 4826 Detector Phase 7 4 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 6.0 6.0 6.0 6.0 6.0 10.0 6.0 10.0 Minimum Split (s) 11.0 13.0 13.0 13.0 11.0 17.0 11.0 17.0 Total Split (s) 20.0 47.0 27.0 27.0 23.0 80.0 13.0 70.0 Total Split (%) 12.6% 29.6% 17.0% 17.0% 14.5% 50.3% 8.2% 44.0% Maximum Green (s) 15.0 40.0 20.0 20.0 18.0 73.0 8.0 63.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 3.0 3.0 3.0 1.0 3.0 1.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lag Lag Lag Lead Lead Lead-Lag Optimize? Vehicle Extension (s) 3.0 1.0 1.0 1.0 1.0 2.0 1.0 2.0 Recall Mode None None None None None Min None Min Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 31.5 29.3 22.3 32.9 32.9 Actuated g/C Ratio 0.38 0.35 0.27 0.40 0.40 v/c Ratio 0.14 0.45 1.45 0.75 0.74 Control Delay 24.4 27.7 242.6 29.5 26.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 24.4 27.7 242.6 29.5 26.8 LOS C C F C C Approach Delay 27.3 242.6 29.5 26.8 Approach LOS C F C C Intersection Summary Area Type: Other Cycle Length: 159 Actuated Cycle Length: 83.1 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.45 Intersection Signal Delay: 80.7 Intersection LOS: F Intersection Capacity Utilization 95.9% ICU Level of Service F Analysis Period (min) 15

2024 Build AM Peak Hour Synchro 9 Report Page 5 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 11/07/2017 Splits and Phases: 2: Main Street (Route 28) & Washington Street

2024 Build AM Peak Hour Synchro 9 Report Page 6 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 11/07/2017

Lane Group Ø9 Detector 3 Type Detector 3 Channel Detector 3 Extend (s) Detector 4 Position(ft) Detector 4 Size(ft) Detector 4 Type Detector 4 Channel Detector 4 Extend (s) Turn Type Protected Phases 9 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 Minimum Split (s) 19.0 Total Split (s) 19.0 Total Split (%) 12% Maximum Green (s) 14.5 Yellow Time (s) 3.5 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 Recall Mode None Walk Time (s) 5.0 Flash Dont Walk (s) 9.0 Pedestrian Calls (#/hr) 13 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary

2024 Build AM Peak Hour Synchro 9 Report Page 7 Queues 2: Main Street (Route 28) & Washington Street 11/07/2017

Lane Group EBL EBT WBT NBT SBT Lane Group Flow (vph) 44 293 585 597 855 v/c Ratio 0.14 0.45 1.45 0.75 0.74 Control Delay 24.4 27.7 242.6 29.5 26.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 24.4 27.7 242.6 29.5 26.8 Queue Length 50th (ft) 11 89 ~387 124 177 Queue Length 95th (ft) 42 208 #723 259 344 Internal Link Dist (ft) 66 149 587 231 Turn Bay Length (ft) 120 Base Capacity (vph) 454 1001 404 1696 2313 Starvation Cap Reductn 00000 Spillback Cap Reductn 00000 Storage Cap Reductn 00000 Reduced v/c Ratio 0.10 0.29 1.45 0.35 0.37 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

2024 Build AM Peak Hour Synchro 9 Report Page 8 HCM Signalized Intersection Capacity Analysis 2: Main Street (Route 28) & Washington Street 11/07/2017

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 32 195 10 133 272 44 101 383 46 43 736 23 Future Volume (vph) 32 195 10 133 272 44 101 383 46 43 736 23 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 Frt 1.00 0.99 0.99 0.99 0.99 Flt Protected 0.95 1.00 0.99 0.99 1.00 Satd. Flow (prot) 1805 1865 1803 3477 3524 Flt Permitted 0.27 1.00 0.82 0.57 0.83 Satd. Flow (perm) 514 1865 1501 1997 2940 Peak-hour factor, PHF 0.73 0.71 0.56 0.91 0.71 0.79 0.86 0.90 0.85 0.71 0.97 0.66 Adj. Flow (vph) 44 275 18 146 383 56 117 426 54 61 759 35 RTOR Reduction (vph) 010020060020 Lane Group Flow (vph) 44 292 0 0 583 0 0 591 0 0 853 0 Heavy Vehicles (%) 0% 1% 0% 1% 2% 12% 0% 2% 0% 8% 1% 0% Turn Type pm+pt NA Perm NA pm+pt NA pm+pt NA Protected Phases 7 4 8 5 2 1 6 Permitted Phases 4826 Actuated Green, G (s) 31.7 31.7 22.3 32.9 32.9 Effective Green, g (s) 31.7 31.7 22.3 32.9 32.9 Actuated g/C Ratio 0.36 0.36 0.26 0.38 0.38 Clearance Time (s) 5.0 7.0 7.0 7.0 7.0 Vehicle Extension (s) 3.0 1.0 1.0 2.0 2.0 Lane Grp Cap (vph) 251 677 383 753 1109 v/s Ratio Prot 0.01 c0.16 v/s Ratio Perm 0.05 c0.39 c0.30 0.29 v/c Ratio 0.18 0.43 1.52 0.79 0.77 Uniform Delay, d1 21.3 20.9 32.5 24.0 23.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 0.2 247.7 5.0 2.9 Delay (s) 21.6 21.1 280.2 29.0 26.8 Level of Service C C F C C Approach Delay (s) 21.2 280.2 29.0 26.8 Approach LOS C F C C Intersection Summary HCM 2000 Control Delay 89.0 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.07 Actuated Cycle Length (s) 87.2 Sum of lost time (s) 28.5 Intersection Capacity Utilization 95.9% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group

2024 Build AM Peak Hour Synchro 9 Report Page 9 Lanes, Volumes, Timings 3: Green Street & Eliott Street 11/07/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 1 16 2 1 115 6 47 9 0 8 11 9 Future Volume (vph) 1 16 2 1 115 6 47 9 0 8 11 9 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.985 0.992 0.950 Flt Protected 0.994 0.999 0.960 0.984 Satd. Flow (prot) 0 1860 0 0 1866 0 0 1824 0 0 1688 0 Flt Permitted 0.994 0.999 0.960 0.984 Satd. Flow (perm) 0 1860 0 0 1866 0 0 1824 0 0 1688 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 647 492 262 446 Travel Time (s) 14.7 11.2 6.0 10.1 Peak Hour Factor 0.25 0.60 0.50 0.25 0.61 0.50 0.75 0.67 0.25 0.58 0.83 0.58 Heavy Vehicles (%) 0% 0% 0% 0% 1% 0% 0% 0% 0% 0% 0% 14% Adj. Flow (vph) 4 27 4 4 189 12 63 13 0 14 13 16 Shared Lane Traffic (%) Lane Group Flow (vph) 0 35 0 0 205 0 0 76 0 0 43 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0000 Link Offset(ft) 0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 21.0% ICU Level of Service A Analysis Period (min) 15

2024 Build AM Peak Hour Synchro 9 Report Page 10 HCM Unsignalized Intersection Capacity Analysis 3: Green Street & Eliott Street 11/07/2017

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Traffic Volume (vph) 1 16 2 1 115 6 47 9 0 8 11 9 Future Volume (vph) 1 16 2 1 115 6 47 9 0 8 11 9 Peak Hour Factor 0.25 0.60 0.50 0.25 0.61 0.50 0.75 0.67 0.25 0.58 0.83 0.58 Hourly flow rate (vph) 4 27 4 4 189 12 63 13 0 14 13 16 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 35 205 76 43 Volume Left (vph) 4 4 63 14 Volume Right (vph) 4 12 0 16 Hadj (s) -0.05 -0.02 0.17 -0.07 Departure Headway (s) 4.4 4.2 4.7 4.5 Degree Utilization, x 0.04 0.24 0.10 0.05 Capacity (veh/h) 790 832 729 751 Control Delay (s) 7.6 8.5 8.2 7.7 Approach Delay (s) 7.6 8.5 8.2 7.7 Approach LOS AAAA Intersection Summary Delay 8.3 Level of Service A Intersection Capacity Utilization 21.0% ICU Level of Service A Analysis Period (min) 15

2024 Build AM Peak Hour Synchro 9 Report Page 11 Lanes, Volumes, Timings 4: Proposed Driveway & Green Street 11/07/2017

Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 16 1 8 153 21 3 Future Volume (vph) 16 1 8 153 21 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.992 0.984 Flt Protected 0.997 0.958 Satd. Flow (prot) 1848 0 0 1857 1756 0 Flt Permitted 0.997 0.958 Satd. Flow (perm) 1848 0 0 1857 1756 0 Link Speed (mph) 30 30 30 Link Distance (ft) 155 647 139 Travel Time (s) 3.5 14.7 3.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 17 1 9 166 23 3 Shared Lane Traffic (%) Lane Group Flow (vph) 18 0 0 175 26 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 24.6% ICU Level of Service A Analysis Period (min) 15

2024 Build AM Peak Hour Synchro 9 Report Page 12 HCM Unsignalized Intersection Capacity Analysis 4: Proposed Driveway & Green Street 11/07/2017

Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 16 1 8 153 21 3 Future Volume (Veh/h) 16 1 8 153 21 3 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 17 1 9 166 23 3 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 18 202 18 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 18 202 18 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 99 97 100 cM capacity (veh/h) 1599 783 1061 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 18 175 26 Volume Left 0 9 23 Volume Right 1 0 3 cSH 1700 1599 807 Volume to Capacity 0.01 0.01 0.03 Queue Length 95th (ft) 0 0 2 Control Delay (s) 0.0 0.4 9.6 Lane LOS A A Approach Delay (s) 0.0 0.4 9.6 Approach LOS A Intersection Summary Average Delay 1.5 Intersection Capacity Utilization 24.6% ICU Level of Service A Analysis Period (min) 15

2024 Build AM Peak Hour Synchro 9 Report Page 13 Lanes, Volumes, Timings 1: Main Street (Route 28) & Green Street 11/07/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 000914481081921174956 Future Volume (vph) 000914481081921174956 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 Frt 0.917 0.995 0.996 Flt Protected 0.990 0.999 0.998 Satd. Flow (prot) 00001725 0 0 3547 0 0 1854 0 Flt Permitted 0.990 0.999 0.998 Satd. Flow (perm) 00001725 0 0 3547 0 0 1854 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 176 175 311 452 Travel Time (s) 4.0 4.0 7.1 10.3 Peak Hour Factor 0.92 0.92 0.92 0.44 0.75 0.77 0.56 0.90 0.61 0.81 0.90 0.38 Heavy Vehicles (%) 2% 2% 2% 0% 0% 0% 11% 1% 0% 0% 2% 0% Adj. Flow (vph) 0 0 0 20 19 62 18 910 34 21 550 16 Shared Lane Traffic (%) Lane Group Flow (vph) 000010100962005870 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0000 Link Offset(ft) 0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 51.0% ICU Level of Service A Analysis Period (min) 15

2024 Build PM Peak Hour Synchro 9 Report Page 1 HCM Unsignalized Intersection Capacity Analysis 1: Main Street (Route 28) & Green Street 11/07/2017

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 000914481081921174956 Future Volume (Veh/h) 000914481081921174956 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.44 0.75 0.77 0.56 0.90 0.61 0.81 0.90 0.38 Hourly flow rate (vph) 0 0 0 20 19 62 18 910 34 21 550 16 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 311 pX, platoon unblocked 0.81 0.81 0.81 0.81 0.81 0.81 vC, conflicting volume 1162 1580 558 1563 1571 472 566 944 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 719 1237 558 1216 1226 0 566 448 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.3 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.3 2.2 p0 queue free % 100 100 100 82 86 93 98 98 cM capacity (veh/h) 205 135 473 109 139 879 942 905 Direction, Lane # WB 1 NB 1 NB 2 SB 1 Volume Total 101 473 489 587 Volume Left 20 18 0 21 Volume Right 62 0 34 16 cSH 258 942 1700 905 Volume to Capacity 0.39 0.02 0.29 0.02 Queue Length 95th (ft) 44 1 0 2 Control Delay (s) 27.6 0.6 0.0 0.6 Lane LOS D A A Approach Delay (s) 27.6 0.3 0.6 Approach LOS D Intersection Summary Average Delay 2.1 Intersection Capacity Utilization 51.0% ICU Level of Service A Analysis Period (min) 15

2024 Build PM Peak Hour Synchro 9 Report Page 2 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 11/07/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 115 389 21 48 195 69 139 679 56 72 406 21 Future Volume (vph) 115 389 21 48 195 69 139 679 56 72 406 21 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 120 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 0 Taper Length (ft) 50 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Frt 0.988 0.968 0.988 0.993 Flt Protected 0.950 0.991 0.992 0.992 Satd. Flow (prot) 1805 1870 0 0 1810 0 0 3533 0 0 3517 0 Flt Permitted 0.251 0.823 0.701 0.559 Satd. Flow (perm) 477 1870 0 0 1503 0 0 2496 0 0 1982 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 3874 Link Speed (mph) 30 30 30 30 Link Distance (ft) 146 229 667 311 Travel Time (s) 3.3 5.2 15.2 7.1 Peak Hour Factor 0.71 0.90 0.56 0.72 0.86 0.76 0.90 0.95 0.77 0.80 0.92 0.79 Heavy Vehicles (%) 0% 0% 5% 0% 0% 3% 0% 0% 2% 2% 1% 0% Adj. Flow (vph) 162 432 38 67 227 91 154 715 73 90 441 27 Shared Lane Traffic (%) Lane Group Flow (vph) 162 470 0 0 385 0 0 942 0 0 558 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0000 Crosswalk Width(ft) 10 10 10 10 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 4 4 1 4 1 4 1 4 Detector Template Left Left Left Leading Detector (ft) 60 60 20 60 20 60 20 60 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 6 6 20 14 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 19 18 18 18 18 Detector 2 Size(ft) 6 6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 0.0 Detector 3 Position(ft) 36 36 36 36 36 Detector 3 Size(ft) 6 6666

2024 Build PM Peak Hour Synchro 9 Report Page 3 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 11/07/2017

Lane Group Ø9 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Detector 3 Position(ft) Detector 3 Size(ft)

2024 Build PM Peak Hour Synchro 9 Report Page 4 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 11/07/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector 3 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 3 Channel Detector 3 Extend (s) 0.0 0.0 0.0 0.0 0.0 Detector 4 Position(ft) 54 54 54 54 54 Detector 4 Size(ft) 6 6666 Detector 4 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 4 Channel Detector 4 Extend (s) 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA pm+pt NA pm+pt NA Protected Phases 7 4 8 5 2 1 6 Permitted Phases 4826 Detector Phase 7 4 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 6.0 6.0 6.0 6.0 6.0 10.0 6.0 10.0 Minimum Split (s) 11.0 13.0 13.0 13.0 11.0 17.0 11.0 17.0 Total Split (s) 20.0 47.0 27.0 27.0 23.0 80.0 13.0 70.0 Total Split (%) 12.6% 29.6% 17.0% 17.0% 14.5% 50.3% 8.2% 44.0% Maximum Green (s) 15.0 40.0 20.0 20.0 18.0 73.0 8.0 63.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 3.0 3.0 3.0 1.0 3.0 1.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lag Lag Lag Lead Lead Lead-Lag Optimize? Vehicle Extension (s) 3.0 1.0 1.0 1.0 1.0 2.0 1.0 2.0 Recall Mode None None None None None Min None Min Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 40.9 38.8 21.1 42.1 42.1 Actuated g/C Ratio 0.40 0.38 0.21 0.41 0.41 v/c Ratio 0.46 0.66 1.21 0.91 0.68 Control Delay 29.9 35.6 155.2 41.2 29.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 29.9 35.6 155.2 41.2 29.2 LOS C D F D C Approach Delay 34.2 155.2 41.2 29.2 Approach LOS C F D C Intersection Summary Area Type: Other Cycle Length: 159 Actuated Cycle Length: 101.5 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.21 Intersection Signal Delay: 54.2 Intersection LOS: D Intersection Capacity Utilization 100.8% ICU Level of Service G Analysis Period (min) 15

2024 Build PM Peak Hour Synchro 9 Report Page 5 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 11/07/2017 Splits and Phases: 2: Main Street (Route 28) & Washington Street

2024 Build PM Peak Hour Synchro 9 Report Page 6 Lanes, Volumes, Timings 2: Main Street (Route 28) & Washington Street 11/07/2017

Lane Group Ø9 Detector 3 Type Detector 3 Channel Detector 3 Extend (s) Detector 4 Position(ft) Detector 4 Size(ft) Detector 4 Type Detector 4 Channel Detector 4 Extend (s) Turn Type Protected Phases 9 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 Minimum Split (s) 19.0 Total Split (s) 19.0 Total Split (%) 12% Maximum Green (s) 14.5 Yellow Time (s) 3.5 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 Recall Mode None Walk Time (s) 5.0 Flash Dont Walk (s) 9.0 Pedestrian Calls (#/hr) 15 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary

2024 Build PM Peak Hour Synchro 9 Report Page 7 Queues 2: Main Street (Route 28) & Washington Street 11/07/2017

Lane Group EBL EBT WBT NBT SBT Lane Group Flow (vph) 162 470 385 942 558 v/c Ratio 0.46 0.66 1.21 0.91 0.68 Control Delay 29.9 35.6 155.2 41.2 29.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 29.9 35.6 155.2 41.2 29.2 Queue Length 50th (ft) 53 194 ~244 248 127 Queue Length 95th (ft) 130 #566 #657 462 251 Internal Link Dist (ft) 66 149 587 231 Turn Bay Length (ft) 120 Base Capacity (vph) 399 780 319 1898 1301 Starvation Cap Reductn 00000 Spillback Cap Reductn 00000 Storage Cap Reductn 00000 Reduced v/c Ratio 0.41 0.60 1.21 0.50 0.43 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

2024 Build PM Peak Hour Synchro 9 Report Page 8 HCM Signalized Intersection Capacity Analysis 2: Main Street (Route 28) & Washington Street 11/07/2017

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 115 389 21 48 195 69 139 679 56 72 406 21 Future Volume (vph) 115 389 21 48 195 69 139 679 56 72 406 21 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 Frt 1.00 0.99 0.97 0.99 0.99 Flt Protected 0.95 1.00 0.99 0.99 0.99 Satd. Flow (prot) 1805 1869 1811 3534 3516 Flt Permitted 0.25 1.00 0.82 0.70 0.56 Satd. Flow (perm) 477 1869 1504 2497 1983 Peak-hour factor, PHF 0.71 0.90 0.56 0.72 0.86 0.76 0.90 0.95 0.77 0.80 0.92 0.79 Adj. Flow (vph) 162 432 38 67 227 91 154 715 73 90 441 27 RTOR Reduction (vph) 020060040020 Lane Group Flow (vph) 162 468 0 0 379 0 0 938 0 0 556 0 Heavy Vehicles (%) 0% 0% 5% 0% 0% 3% 0% 0% 2% 2% 1% 0% Turn Type pm+pt NA Perm NA pm+pt NA pm+pt NA Protected Phases 7 4 8 5 2 1 6 Permitted Phases 4826 Actuated Green, G (s) 38.8 38.8 21.4 42.1 42.1 Effective Green, g (s) 38.8 38.8 21.4 42.1 42.1 Actuated g/C Ratio 0.37 0.37 0.21 0.41 0.41 Clearance Time (s) 5.0 7.0 7.0 7.0 7.0 Vehicle Extension (s) 3.0 1.0 1.0 2.0 2.0 Lane Grp Cap (vph) 336 698 310 1012 804 v/s Ratio Prot 0.06 c0.25 v/s Ratio Perm 0.12 c0.25 c0.38 0.28 v/c Ratio 0.48 0.67 1.22 0.93 0.69 Uniform Delay, d1 24.9 27.2 41.2 29.4 25.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.1 2.0 125.2 13.6 2.1 Delay (s) 26.0 29.2 166.4 43.0 27.6 Level of Service C C F D C Approach Delay (s) 28.3 166.4 43.0 27.6 Approach LOS C F D C Intersection Summary HCM 2000 Control Delay 54.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.00 Actuated Cycle Length (s) 103.8 Sum of lost time (s) 28.5 Intersection Capacity Utilization 100.8% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group

2024 Build PM Peak Hour Synchro 9 Report Page 9 Lanes, Volumes, Timings 3: Green Street & Eliott Street 11/07/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 28 7 0 51 9 13 8 4 9 16 7 Future Volume (vph) 5 28 7 0 51 9 13 8 4 9 16 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.972 0.978 0.975 0.961 Flt Protected 0.993 0.981 0.987 Satd. Flow (prot) 0 1834 0 0 1858 0 0 1817 0 0 1802 0 Flt Permitted 0.993 0.981 0.987 Satd. Flow (perm) 0 1834 0 0 1858 0 0 1817 0 0 1802 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 627 492 262 446 Travel Time (s) 14.3 11.2 6.0 10.1 Peak Hour Factor 0.50 0.64 0.50 0.25 0.77 0.67 0.75 0.44 0.50 0.67 0.75 0.50 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Adj. Flow (vph) 10 44 14 0 66 13 17 18 8 13 21 14 Shared Lane Traffic (%) Lane Group Flow (vph) 0 68 0 0 79 0 0 43 0 0 48 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0000 Link Offset(ft) 0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 16.2% ICU Level of Service A Analysis Period (min) 15

2024 Build PM Peak Hour Synchro 9 Report Page 10 HCM Unsignalized Intersection Capacity Analysis 3: Green Street & Eliott Street 11/07/2017

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Traffic Volume (vph) 5 28 7 0 51 9 13 8 4 9 16 7 Future Volume (vph) 5 28 7 0 51 9 13 8 4 9 16 7 Peak Hour Factor 0.50 0.64 0.50 0.25 0.77 0.67 0.75 0.44 0.50 0.67 0.75 0.50 Hourly flow rate (vph) 10 44 14 0 66 13 17 18 8 13 21 14 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 68 79 43 48 Volume Left (vph) 10 0 17 13 Volume Right (vph) 14 13 8 14 Hadj (s) -0.09 -0.10 -0.03 -0.12 Departure Headway (s) 4.1 4.1 4.2 4.1 Degree Utilization, x 0.08 0.09 0.05 0.06 Capacity (veh/h) 855 860 812 834 Control Delay (s) 7.4 7.5 7.5 7.4 Approach Delay (s) 7.4 7.5 7.5 7.4 Approach LOS AAAA Intersection Summary Delay 7.4 Level of Service A Intersection Capacity Utilization 16.2% ICU Level of Service A Analysis Period (min) 15

2024 Build PM Peak Hour Synchro 9 Report Page 11 Lanes, Volumes, Timings 4: Proposed Driveway & Green Street 11/07/2017

Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 35 6 12 64 7 5 Future Volume (vph) 35 6 12 64 7 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.979 0.948 Flt Protected 0.992 0.970 Satd. Flow (prot) 1824 0 0 1848 1713 0 Flt Permitted 0.992 0.970 Satd. Flow (perm) 1824 0 0 1848 1713 0 Link Speed (mph) 30 30 30 Link Distance (ft) 175 627 133 Travel Time (s) 4.0 14.3 3.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 38 7 13 70 8 5 Shared Lane Traffic (%) Lane Group Flow (vph) 45 0 0 83 13 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 20.7% ICU Level of Service A Analysis Period (min) 15

2024 Build PM Peak Hour Synchro 9 Report Page 12 HCM Unsignalized Intersection Capacity Analysis 4: Proposed Driveway & Green Street 11/07/2017

Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 35 6 12 64 7 5 Future Volume (Veh/h) 35 6 12 64 7 5 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 38 7 13 70 8 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 45 138 42 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 45 138 42 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 99 99 100 cM capacity (veh/h) 1563 849 1029 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 45 83 13 Volume Left 0 13 8 Volume Right 7 0 5 cSH 1700 1563 910 Volume to Capacity 0.03 0.01 0.01 Queue Length 95th (ft) 0 1 1 Control Delay (s) 0.0 1.2 9.0 Lane LOS A A Approach Delay (s) 0.0 1.2 9.0 Approach LOS A Intersection Summary Average Delay 1.5 Intersection Capacity Utilization 20.7% ICU Level of Service A Analysis Period (min) 15

2024 Build PM Peak Hour Synchro 9 Report Page 13