\\vhb\proj\Worcester\14060.00\docs\memos\Traffic Impact Memo 14060.00 11-27-17.docx

To: Mr. Mark Purple Town Administrator Town of Southborough

Date:

December 4, 2017

Project #: 14060.00

From: Gregory Russell, P.E. Project Manager

Re: Proposed Public Safety Complex - Traffic Assessment

VHB, on behalf of the Town of Southborough (the Proponent), has conducted a traffic impact and access study along Cordaville Road (Route 85) in Southborough, Massachusetts to support the permitting of a proposed Public Safety Complex (the Project). The Project is proposed on a portion of the St. Mark’s Golf Club located at 32 Cordaville Road (the Site).

This memorandum summarizes an assessment of existing traffic conditions in the study area, including an inventory of roadway geometry, observations of traffic flow, and collection of daily and peak period traffic counts. Following a review of the existing traffic conditions, future traffic conditions without and with the Project (site-generated traffic) were projected and analyzed for the study area. Specific travel demand (Site trip distribution) forecasts for the project were estimated along with future traffic demands that can be expected within the study area independent of the project. A seven-year time horizon was selected for an analysis period; which is consistent with EEA/MassDOT Guidelines for the preparation of a traffic impact assessment.

STUDY AREA

The study area includes a portion of Cordaville Road (Route 85) between Main Street (Route 30) and the St. Mark’s Golf Course driveway; or approximately 1,000-linear feet. Cordaville Road is a north-south arterial roadway (Route 85) that serves as the principal north-south route through the Town of Southborough. Cordaville Road is approximately 30-feet wide with a single 12-foot lane in each direction and 4-foot shoulders. The following provides an overview of the intersections/driveways reviewed as part of this study:

• Cordaville Road (Route 85) at St. Marks Golf Course/Southborough Rural Cemetery: The St. Marks and Cemetery driveways intersect Cordaville Road (Route 85) from the east and west, respectively, to form an offset four-way unsignalized intersection. The Cemetery driveway is offset approximately 30-feet (center to center) to the north of the St. Marks driveway.

• Cordaville Road (Route 85) at Woodward School: The Woodward School driveway intersects Cordaville Road (Route 85) from the east to form a three-way unsignalized intersection. The Woodward School driveway is 24-feet wide before opening to approximately 75-feet at its intersection with Cordaville Road.

EXISTING CONDITIONS

Existing Traffic Volumes

To identify existing traffic flows and patterns along Cordaville Road (Route 85), peak-hour turning movement counts (TMC) were collected in October and November 2017 at the St. Mark’s Golf Course driveway. The peak hour volumes for Cordaville Road were then compared to volumes observed as part of the Main Street Reconstruction project in 2009 and 2014. Based on this comparison, it was determined that the May 2014 counts along Cordaville Road were higher than those observed in 2017, suggesting that minimal traffic growth has occurred along Cordaville Road over the past eight years. To be conservative, the through volumes collected along Cordaville Road in 2014 were used for

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this assessment. In addition to the turning movement counts, automatic traffic recorders (ATRs) were also deployed in 2017 on the existing Public Safety Complex, located at 21 Main Street, and Woodward School driveways to collect traffic volumes for a period of 24 hours. Table 1 summarizes the daily and peak hour traffic volumes along Cordaville Road and the Woodward School Driveway.

Table 1 Existing Daily Traffic Volumes

ADT 1 AM Peak 2 K 3 Dir 4 PM Peak K Dir

Cordaville Road (Route 85) north of Woodward School Driveway

10,900 890 8.2% 52% SB 965 8.9% 55% SB

Woodward School 620 190 30.6% 53% EB 165 26.6% 64% WB

Note: ATR conducted on Route 85 in May 2014. ATR conducted on Woodward School driveway in October 2017. 1 Daily traffic expressed in vehicles per day 2 Peak hour volumes expressed in vehicles per hour 3 Percent of daily traffic that occurs during the peak hour 4 Directional Distribution of peak hour traffic

As shown in Table 1, the traffic volume along Cordaville Road (Route 85) is approximately 10,900 vehicles per day (vpd). About eight percent of this volume occurs during the morning commuter peak hour and about nine percent of this volume occurs during the evening commuter peak hour. Slightly more than half of the volume is traveling southbound during each peak hour. Based on the traffic data, the peak hours of operation of both the school and the Public Safety Complex are expected to be from 8-9AM and 3-4PM.

Seasonal Traffic Adjustments

The traffic data along Cordaville Road collected for this Project was obtained from multiple sources. As noted in the previous section, the Cordaville Road volumes were collected in May 2014. To quantify the seasonal variation of traffic volumes in the area, historic traffic data available from MassDOT were reviewed. According to published MassDOT seasonal factors, May traffic counts are higher than average month conditions. In order to be conservative, the traffic volumes were not reduced to reflect an average month condition. The resulting 2017 Existing traffic volume networks for the weekday morning and weekday afternoon peak hours are presented in Figure 1.

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Crash History

A review of vehicle crash data available from MassDOT for Cordaville Road along the Site frontage was conducted to determine if there were any existing safety concerns in the vicinity of the proposed Site driveway. A total of two (2) crashes (one in 2010 and the other in 2015) are on record with MassDOT as having occurred within the past five (5) years of available data between the Woodward School and St. Mark’s Golf Course driveways. Neither crash resulted in an injury.

FUTURE CONDITIONS

The following provides a summary of the development of the projected future traffic conditions.

Background Traffic Growth

Traffic growth on area roadways is a function of the expected land development, economic activity, and changes in demographics. Several methods can be used to estimate this growth. A procedure frequently employed is to estimate an annual percentage increase and apply that to study area traffic volumes. In this instance, Cordaville Road is the only roadway where volumes were adjusted as all other locations are driveways that would not be impacted in the same manner as the through volumes.

To determine an applicable annual growth rate, historical traffic volumes in the vicinity of the study area were reviewed. Based on available data the traffic volumes have, for the most part, either remained constant or decreased slightly over the past three to eight years. To be conservative, a nominal annual growth rate of one percent per year was used for the future conditions traffic analyses to account for nominal growth in traffic over the next seven years. This is consistent with industry standards for the preparation of traffic studies.

The average annual traffic growth rate of one percent per year was applied to the 2017 Existing conditions traffic volumes to develop the 2024 No-Build traffic volumes for the weekday morning and evening peak hours.

The 2024 No-Build weekday morning and evening peak hour traffic volume networks are shown in Figure 2, respectively.

Planned Transportation Projects

Planned roadway improvements in the area that may affect future traffic operations were taken into consideration. Main Street (Route 30), located just north of the Site, is proposed to be reconstructed by MassDOT, likely beginning in fall of 2018. Specifically, as it relates to this Project, the signalized intersection of Cordaville Road and Main Street will be reconstructed to provide a designated left-turn lane on all approaches and a fully actuated traffic signal. The existing pre-timed signal at Main Street is currently operating over capacity, with queues regularly extending beyond the Woodward School driveway (400 feet) while longer queues are not uncommon. Based on the analysis presented in the MassDOT Route 30 Functional Design Report (FDR), the 95th percentile queue along Cordaville Road northbound, following the reconstruction of the intersection, is expected to be 332 feet during the morning peak hour and 294 feet during the evening peak hour.

Future Site Access

The existing golf course driveway will be reconstructed to provide two 24-foot wide median separated accesses; one for public use and the other for emergency access/ egress. The public driveway is separated from the emergency access by a planted median that is up to 12-feet wide. The public driveway will provide access to parking for the Public

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Safety Complex and St. Marks Golf Course. It should be noted that consideration has been given to combining the driveways into a single curb-cut; however, the following could happen: (i) a larger driveway opening could lead to confusion and higher entrance/ turning movement speeds, and/or (ii) the driveways would need to split internally and away from Cordaville Road. In either case, these two options would make it difficult to designate and define priority of access and egress for the two uses.

Internally, the access driveway is proposed to provide a one-way entrance into the Woodward School property. The intent is to only allow school bus access to Woodward School during drop-off and pick-up times to improve school bus circulation and operations. It should be noted that consideration has been given to providing access to the Woodward School for all drop-off and pick-up traffic; however, at this time it was determined that only buses would be accommodated. The Town and School Department are currently discussing preparing a parking and traffic circulation plan/ study for Woodward School, which will be considered as a separate evaluation from this Public Safety Complex assessment.

Site-Generated Traffic Volumes/ Trip Generation

The rate at which any development generates traffic is dependent upon a number of factors such as size, location, and nature of the use. To estimate the trip-generating characteristics for an existing vacant site or a new project, traffic projections are typically derived from trip generation rates published in the Institute of Transportation Engineers (ITE) Trip Generation1 manual. Due to a lack of data for the intended uses, actual driveway counts were used to estimate the number of trips expected to utilize the proposed Site access. The analysis methodology used for the estimation of Project related traffic volumes in this Study is described in the following sections.

The Public Safety Complex will replace the existing Public Safety Complex at 21 Main Street. As previously noted, ATR’s were deployed to collect traffic volumes entering and exiting the existing complex. Based on information from the Town, no significant expansion of either the Police or Fire Departments is proposed, therefore it has been assumed that the existing traffic volumes entering/exiting the site will essentially be transferred to the new location. It should be noted that an unknown percentage of the trips currently traveling to and from the existing complex are likely already traveling along Cordaville Road and directly adjacent to the proposed Site driveway. While this percentage is unknown, no adjustments have been made to the existing traffic volumes; therefore, providing a conservative assessment of the through traffic on Cordaville Road. Table 3 provides the daily and peak hour site/ trip generation.

As shown in Table 3, the Project is expected to generate approximately 25 new trips (13 entering/12 exiting) during the weekday morning peak hour and 14 new trips (4 entering/10 exiting) during the weekday afternoon peak hour. Traffic count data is attached.

1 Trip Generation Handbook; 9th Edition Institute of Transportation Engineers; Washington, DC; 2009.

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Table 3 Site Trip Generation

Time Period Public Safety

Complex Golf Course Woodward

School Total Trips

Weekday Daily (Enter + Exit) (vpd) 252 821 30 364

Weekday Morning Peak Hour (vph)

Enter 13 3 15 31

Exit 12 1 - 13

Total 25 4 15 44

Weekday Evening Peak Hour (vph)

Enter 4 3 15 22

Exit 10 1 - 11

Total 14 4 15 33 1 Weekday daily trips for St Marks Golf Course were estimated using ITE rates for LUC 430, assuming 4 employees. The number of

employees was estimated based on the number of peak hour trips generated by the golf course when the driveway was counted in 2017. vpd vehicle trips per day vph vehicle trips per hour

Trip Distribution

The directional distribution of traffic approaching and departing the Project is a function of several variables: population densities, existing travel patterns, and the efficiency of the roadways leading to the Site. The trip distribution for the proposed Public Safety Complex was based on existing travel patterns within and around the Study area. Based on a review of available traffic data, trips are expected to be evenly split between northbound and southbound traffic streams.

Table 4 provides a breakdown of the directional distribution of new traffic attributable to the Project.

Table 4 Trip Distribution

Travel Route Direction

% of

Trips

Cordaville Road

Northbound

Southbound

50%

50%

Total 100%

Figure 3 graphically depicts the trip distribution percentages and site generated traffic volume networks. As was noted previously, no credit was taken for trips related to the existing Public Safety Complex.

To develop the Build condition peak hour traffic volumes, Site-generated traffic volumes noted above were added to the No-Build peak hour traffic volumes. The Build peak hour traffic volume networks are shown in Figure 4, respectively.

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TRAFFIC OPERATIONS

Measuring existing traffic volumes and projecting future traffic volumes quantifies traffic flow within the study area. To assess quality of flow, intersection capacity analyses were conducted with respect to Existing and projected No-Build (without the project) and Build (with the project) traffic volume conditions. Capacity analyses provide an indication of how well the roadway facilities serve the traffic demands placed upon them. Roadway operating conditions are classified by calculated levels-of-service, which the criteria is described in the next section.

Levels-of-Service Criteria

Level-of-service (LOS) is the term used to denote the different operating conditions which occur on a given roadway segment under various traffic volume loads. It is a qualitative measure of a number of factors including roadway geometrics, speed, travel delay and freedom to maneuver. Level-of-service provides an index to the operational qualities of a roadway segment or an intersection. Level-of-service designations range from A to F, with LOS A representing the best operating conditions and LOS F representing congested operating conditions.

For this study, capacity analyses were completed for the signalized and unsignalized intersections within the study area using SYNCHRO traffic analysis software. Level-of-service designation is reported differently for signalized and unsignalized intersections. For signalized intersections, the analysis considers the operation of each lane or lane group entering the intersection and the LOS designation is for overall conditions at the intersection. For unsignalized intersections, the analysis assumes that traffic on the mainline is not affected by traffic on side streets. The LOS is only determined for left-turns from the main street and all movements from the minor street. The evaluation criteria used to analyze intersections is based on the HCM.2

As can be seen in Table 5, the analysis shows a slight improvement in operations for some movements between the Existing and No-Build conditions. This is a result of MassDOT’s standard practice of increasing the peak hour factors (PHF) in the Synchro analysis for all future conditions to 0.92. The PHF is used to determine the fluctuation in traffic demand over the course of an hour. For future conditions, this PHF cannot be accurately calculated since traffic is being projected. This is especially true for low volume roadways, driveways, etc. and a low PHF can artificially change (slightly) the results of the analysis.

2 Highway Capacity Manual; Transportation Research Board; Washington, D.C.

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Unsignalized Intersection Capacity Analysis

Table 6 presents a summary of the capacity analyses for the unsignalized intersections in the study area. The following provides a summary of the results:

• Exiting movements from the Site Driveway are expected to operate at LOS C during both the morning and afternoon peak hours.

• Exiting movements from the Woodward School driveway are expected to operate at LOS D during the morning peak hour and LOS C during the afternoon peak hour under all future analysis conditions.

• Based on the analysis, the vehicle queue at the proposed Site Driveway is not expected to be more than 3 vehicles.

Table 6 Unsignalized Intersection Capacity Analysis

Location Movement

2017 Existing Conditions 2024 No-Build Conditions 2024 Build Conditions

Da v/c b Del c LOS d 95 Q e D v/c Del LOS 95 Q D v/c Del LOS 95 Q Cordaville Road (Route 85) at Woodward School Driveway

Weekday Morning

SB L/T 505 0.05 1 A 4 540 0.05 2 A 4 530 0.04 1 A 3

WB L/R 90 0.33 23 C 35 90 0.37 26 D 40 90 0.36 26 D 40

Weekday Evening

SB L/T 500 0.03 1 A 3 535 0.03 <1 A 3 525 0.02 1 A 2

WB L/R 110 0.33 20 C 35 110 0.33 20 C 35 110 0.33 21 C 38

Cordaville Road (Route 85) at St Marks (Site) Driveway / Cemetery Driveway

Weekday NB L/T 505 <0.01 <1 A 0 540 <0.01 <1 A 0 550 <0.01 <1 A 0

Morning SB L/T 500 <0.01 <1 A 0 535 <0.01 <1 A 0 555 0.02 <1 A 2

EB L/T/R 2 0.01 18 C 1 2 0.01 19 C 1 2 0.01 21 C 1

WB L/T/R 1 <0.01 12 B 0 1 <0.01 12 B 0 15 0.05 18 C 4

Weekday NB L/T 400 <0.01 <1 A 0 430 <0.01 <1 A 0 435 <0.01 <1 A 0

Evening SB L/T 520 <0.01 <1 A 0 555 <0.01 <1 A 0 570 0.01 <1 A 1

EB L/T/R 3 0.01 18 C 1 3 0.01 20 C 1 3 0.01 21 C 1

WB L/T/R 1 <0.01 21 C 1 1 <0.01 23 C 0 10 0.04 18 C 3

a Demand in vehicles per hour b v/c = volume to capacity ratio c delay = average intersection delay, measured in seconds d LOS = level-of-service e 95th percentile queue, in vehicles

SIGHT DISTANCE

Sight distance analysis was conducted, in conformance with guidelines of the American Association of State Highway and Transportation Officials (AASHTO), for the site driveway on Cordaville Road (Route 85). Speed observations recorded during the traffic data collection phase using the roadway counters (ATR) were used to calculate the required

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stopping sight distance (SSD) for traffic approaching the site driveway and intersection sight distance (ISD) for traffic exiting the site driveway. These observations indicate that an 85th percentile speed of approximately 34 mph in the northbound direction and 37 mph in the southbound direction near the site driveway were observed.

Table 7 summarizes the sight distance analysis. As shown in Table 7, the required SSD and ISD is exceeded in both directions at the proposed site driveway on Cordaville Road (Route 85).

Table 7 Sight Distance Summary

Location

Stopping Sight Distance (feet) Intersection Sight Distance (feet)

Traveling Required a Measured b Looking Desirable a Measured b

Site Driveway at Cordaville Road (Route 85)

NB 240 ft >500 ft Left 270 ft >500 ft

SB 270 ft >500 ft Right 270 ft >500 ft

a. Based on standards established in A Policy on the Geometric Design of Highways and Streets, American Association of State Highway and Transportation Officials, 2013. Based on 85th percentile speed of 34 mph northbound and 37 mph southbound measured in May 2014 in the vicinity of the proposed site driveway.

b. Based on field observations made by VHB..

CONCLUSIONS

VHB has reviewed existing and future traffic conditions along Cordaville Road (Route 85), as well as potential impacts related to the proposed Public Safety Complex. The following provides a summary of our findings:

• The Project is expected to generate approximately 25 new trips (13 entering/12 exiting) during the weekday morning peak hour and 14 new trips (4 entering/10 exiting) during the weekday evening peak hour. It should be noted that many of these trips are likely already on Cordaville Road due to the existing public safety complex located on Main Street (Route 30).

• Sight distance for vehicles entering and exiting the site appears to be adequate for the 85th percentile observed speeds on Cordaville Road (Route 85) and well within the desirable ranges.

• The operations of the Woodward School driveway intersection with Cordaville Road is not anticipated to be impacted by this project.

• All STOP-controlled driveway movements within the study area are anticipated to operate at LOS C or D, which is considered typical for roadways with similar characteristics to Cordaville Road.

• Based on the available crash data, there are no major safety issues within the study area.

• It is recommended that a one-way, gated entrance to Woodward School (from the proposed driveway) be provided to allow for school bus access during school pick-up and drop-off periods.

• While the traffic volumes entering and exiting each Site access driveway are projected to be relatively low, it is recommended that an emergency signal be installed to limit conflicts between vehicles and buses, and emergency vehicles. The signalized intersection will also stop through and turning traffic at the intersection to allow emergency vehicles to egress safely and efficiently.

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The Project is not expected to result in a significant impact to existing or future traffic conditions. While it is acknowledged that traffic patterns may change slightly at the intersection of Cordaville Road (Route 85) and Main Street (Route 30) due to the relocation of the Public Safety Complex, the Project as a whole is not expected to result in a measurable increase in traffic on Town roadways.

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Union Station, Suite 219 2 Washington Square Worcester, MA 01604 P 508.752.1001

ATTACHMENTS

Traffic Counts

Capacity Analysis Worksheets

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Traffic Counts

Automatic Traffic Recorder Counts

Turning Movement Counts

Page 2

Cordaville Road (Route 85)just north of Woodward School DrivewayCity, State: Southborough, MAClient: VHB/ G. Russell

143831 C VolumeSite Code: 12389.04

Start SB NB Combin

ed

08-May-14

Time A.M. P.M. A.M. P.M. A.M. P.M. Thu

12:00 5 96 4 51 9 14712:15 3 74 3 72 6 14612:30 1 86 12 68 13 15412:45 4 13 61 317 2 21 83 274 6 34 144 59101:00 6 69 3 56 9 12501:15 0 59 0 68 0 12701:30 1 89 2 73 3 16201:45 3 10 74 291 2 7 78 275 5 17 152 56602:00 1 79 0 68 1 14702:15 1 90 5 82 6 17202:30 3 91 2 78 5 16902:45 2 7 122 382 0 7 87 315 2 14 209 69703:00 1 123 0 86 1 20903:15 1 99 3 100 4 19903:30 1 112 2 84 3 19603:45 4 7 130 464 2 7 89 359 6 14 219 82304:00 2 102 1 97 3 19904:15 2 115 4 107 6 22204:30 5 114 3 109 8 22304:45 8 17 155 486 2 10 112 425 10 27 267 91105:00 7 123 5 108 12 23105:15 16 133 8 126 24 25905:30 26 129 16 117 42 24605:45 25 74 104 489 20 49 118 469 45 123 222 95806:00 39 102 23 123 62 22506:15 60 102 40 78 100 18006:30 66 87 51 90 117 17706:45 77 242 74 365 85 199 67 358 162 441 141 72307:00 106 71 100 70 206 14107:15 99 72 97 89 196 16107:30 95 74 118 55 213 12907:45 120 420 74 291 116 431 56 270 236 851 130 56108:00 95 62 119 57 214 11908:15 130 66 112 42 242 10808:30 127 39 104 28 231 6708:45 103 455 29 196 118 453 29 156 221 908 58 35209:00 82 23 103 17 185 4009:15 87 14 95 26 182 4009:30 88 19 68 27 156 4609:45 84 341 15 71 78 344 14 84 162 685 29 15510:00 56 19 78 26 134 4510:15 73 18 54 18 127 3610:30 60 15 62 14 122 2910:45 63 252 4 56 81 275 6 64 144 527 10 12011:00 79 13 61 8 140 2111:15 60 3 63 8 123 1111:30 63 7 58 7 121 1411:45 76 278 6 29 62 244 5 28 138 522 11 57Total 2116 3437 2047 3077 4163 6514

Percent 50.8% 52.8% 49.2% 47.2%

Day Total 5553 5124 10677

Peak 07:45 - 04:45 - 07:30 - 05:15 - 07:45 - 04:45 - - -Vol. 472 - 540 - 465 - 484 - 923 - 1003 - - -

P.H.F. 0.908 0.871 0.977 0.960 0.954 0.939

PRECISIOND A T AINDUSTRIES, LLC

P.O. Box 301 Berlin, MA 01503Office: 508.481.3999 Fax: 508.545.1234

Email: datarequests@pdillc.com

Page 1

Cordaville Road (Route 85)just north of Woodward School DrivewayCity, State: Southborough, MAClient: VHB/ G. Russell

143831 C ClassSite Code: 12389.04

SBStart Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total

05/07/14 0 8 2 0 0 0 0 0 0 0 0 0 0 10

01:00 0 1 1 0 2 0 0 0 0 0 0 0 0 402:00 0 2 0 0 0 0 0 0 0 0 0 0 0 203:00 0 4 2 0 1 0 0 0 0 0 0 0 0 704:00 0 10 5 0 2 0 0 0 0 0 0 0 0 1705:00 0 65 16 0 3 0 0 0 0 0 0 0 0 8406:00 3 183 36 2 9 0 0 0 0 0 0 0 0 23307:00 2 339 55 3 17 1 0 3 0 0 0 0 0 42008:00 2 355 57 5 15 3 1 0 3 0 0 0 0 44109:00 2 236 52 5 15 2 1 1 1 1 0 0 0 31610:00 1 205 71 5 2 2 0 2 0 0 0 0 0 28811:00 1 206 56 1 11 3 0 4 2 0 0 0 0 284

12 PM 6 246 45 7 12 3 1 1 0 0 0 0 0 32113:00 4 249 53 2 10 6 0 2 0 0 1 0 0 32714:00 0 318 78 4 13 4 0 3 0 0 0 0 0 42015:00 6 326 67 3 28 0 0 1 0 0 0 0 0 43116:00 6 366 50 3 14 5 0 1 0 0 0 0 0 44517:00 4 437 53 6 10 3 0 1 0 0 0 0 0 51418:00 7 255 37 1 4 2 0 1 1 0 0 0 0 30819:00 4 275 35 0 2 2 0 1 0 0 0 0 0 31920:00 3 168 14 0 2 1 0 0 0 0 0 0 0 18821:00 4 117 11 0 1 0 0 0 0 0 0 0 0 13322:00 0 47 9 0 2 0 0 0 0 0 0 0 0 5823:00 1 18 6 0 0 0 0 0 0 0 0 0 0 25Total 56 4436 811 47 175 37 3 21 7 1 1 0 0 5595

Percent 1.0% 79.3% 14.5% 0.8% 3.1% 0.7% 0.1% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% AM

Peak06:00 08:00 10:00 08:00 07:00 08:00 08:00 11:00 08:00 09:00 08:00

Vol. 3 355 71 5 17 3 1 4 3 1 441PM

Peak18:00 17:00 14:00 12:00 15:00 13:00 12:00 14:00 18:00 13:00 17:00

Vol. 7 437 78 7 28 6 1 3 1 1 514

PRECISIOND A T AINDUSTRIES, LLC

P.O. Box 301 Berlin, MA 01503Office: 508.481.3999 Fax: 508.545.1234

Email: datarequests@pdillc.com

Page 2

Cordaville Road (Route 85)just north of Woodward School DrivewayCity, State: Southborough, MAClient: VHB/ G. Russell

143831 C ClassSite Code: 12389.04

SBStart Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total

05/08/14 0 12 1 0 0 0 0 0 0 0 0 0 0 13

01:00 1 5 3 0 1 0 0 0 0 0 0 0 0 1002:00 0 4 2 0 1 0 0 0 0 0 0 0 0 703:00 0 7 0 0 0 0 0 0 0 0 0 0 0 704:00 0 12 2 0 2 0 0 0 1 0 0 0 0 1705:00 0 53 20 1 0 0 0 0 0 0 0 0 0 7406:00 2 194 39 2 5 0 0 0 0 0 0 0 0 24207:00 3 346 50 5 12 4 0 0 0 0 0 0 0 42008:00 2 378 56 3 12 3 0 0 1 0 0 0 0 45509:00 1 258 61 4 14 1 0 2 0 0 0 0 0 34110:00 4 190 45 2 9 0 0 1 1 0 0 0 0 25211:00 4 203 52 3 12 2 0 2 0 0 0 0 0 278

12 PM 2 231 60 2 20 1 0 1 0 0 0 0 0 31713:00 3 216 52 2 12 2 0 2 2 0 0 0 0 29114:00 1 287 67 2 17 8 0 0 0 0 0 0 0 38215:00 5 360 72 2 18 3 0 3 1 0 0 0 0 46416:00 7 388 66 3 18 0 0 4 0 0 0 0 0 48617:00 8 408 56 0 8 8 0 1 0 0 0 0 0 48918:00 10 301 47 1 4 1 0 1 0 0 0 0 0 36519:00 2 251 30 2 5 0 0 1 0 0 0 0 0 29120:00 2 173 19 0 2 0 0 0 0 0 0 0 0 19621:00 1 60 10 0 0 0 0 0 0 0 0 0 0 7122:00 0 49 6 0 1 0 0 0 0 0 0 0 0 5623:00 0 26 2 0 1 0 0 0 0 0 0 0 0 29Total 58 4412 818 34 174 33 0 18 6 0 0 0 0 5553

Percent 1.0% 79.5% 14.7% 0.6% 3.1% 0.6% 0.0% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% AM

Peak10:00 08:00 09:00 07:00 09:00 07:00 09:00 04:00 08:00

Vol. 4 378 61 5 14 4 2 1 455PM

Peak18:00 17:00 15:00 16:00 12:00 14:00 16:00 13:00 17:00

Vol. 10 408 72 3 20 8 4 2 489

PRECISIOND A T AINDUSTRIES, LLC

P.O. Box 301 Berlin, MA 01503Office: 508.481.3999 Fax: 508.545.1234

Email: datarequests@pdillc.com

Page 3

Cordaville Road (Route 85)just north of Woodward School DrivewayCity, State: Southborough, MAClient: VHB/ G. Russell

143831 C ClassSite Code: 12389.04

NBStart Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total

05/07/14 0 13 3 0 1 0 0 0 0 0 0 0 0 17

01:00 0 6 0 1 2 0 0 0 0 0 0 0 0 902:00 0 6 0 0 0 0 0 0 0 0 0 0 0 603:00 0 1 2 0 1 0 0 0 0 0 0 0 0 404:00 0 7 4 0 1 0 0 0 0 0 0 0 0 1205:00 0 48 12 1 3 0 0 0 0 0 0 0 0 6406:00 1 149 27 7 11 0 0 3 0 0 0 0 0 19807:00 2 329 56 0 13 3 0 6 0 0 0 0 0 40908:00 1 354 52 0 8 2 0 2 1 0 0 0 0 42009:00 4 271 56 1 7 1 0 2 0 0 0 0 0 34210:00 7 221 42 1 11 3 0 1 0 0 0 0 0 28611:00 1 155 43 0 10 3 0 2 0 0 0 0 0 214

12 PM 2 211 51 0 15 4 1 1 1 0 0 0 0 28613:00 5 213 39 3 13 5 0 1 1 0 0 0 0 28014:00 3 258 58 4 7 2 0 1 0 0 0 0 0 33315:00 1 353 55 5 10 2 0 0 0 0 0 0 0 42616:00 2 397 44 5 13 0 0 1 0 0 0 0 0 46217:00 5 387 39 1 6 0 0 2 0 0 0 0 0 44018:00 1 355 47 0 9 1 0 2 0 0 0 0 0 41519:00 5 222 29 0 7 0 0 0 0 0 0 0 0 26320:00 0 134 24 0 1 1 0 0 0 0 0 0 0 16021:00 1 94 16 0 1 0 0 0 0 0 0 0 0 11222:00 1 65 11 1 1 0 0 0 0 0 0 0 0 7923:00 1 23 5 0 1 0 0 0 0 0 0 0 0 30Total 43 4272 715 30 152 27 1 24 3 0 0 0 0 5267

Percent 0.8% 81.1% 13.6% 0.6% 2.9% 0.5% 0.0% 0.5% 0.1% 0.0% 0.0% 0.0% 0.0% AM

Peak10:00 08:00 07:00 06:00 07:00 07:00 07:00 08:00 08:00

Vol. 7 354 56 7 13 3 6 1 420PM

Peak13:00 16:00 14:00 15:00 12:00 13:00 12:00 17:00 12:00 16:00

Vol. 5 397 58 5 15 5 1 2 1 462

PRECISIOND A T AINDUSTRIES, LLC

P.O. Box 301 Berlin, MA 01503Office: 508.481.3999 Fax: 508.545.1234

Email: datarequests@pdillc.com

Page 4

Cordaville Road (Route 85)just north of Woodward School DrivewayCity, State: Southborough, MAClient: VHB/ G. Russell

143831 C ClassSite Code: 12389.04

NBStart Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total

05/08/14 0 15 6 0 0 0 0 0 0 0 0 0 0 21

01:00 0 6 0 1 0 0 0 0 0 0 0 0 0 702:00 0 5 1 0 1 0 0 0 0 0 0 0 0 703:00 0 1 3 1 2 0 0 0 0 0 0 0 0 704:00 0 7 3 0 0 0 0 0 0 0 0 0 0 1005:00 0 41 6 1 1 0 0 0 0 0 0 0 0 4906:00 1 147 30 7 11 1 1 1 0 0 0 0 0 19907:00 5 337 62 0 18 3 0 6 0 0 0 0 0 43108:00 5 366 58 2 18 1 0 3 0 0 0 0 0 45309:00 1 257 69 0 14 0 0 3 0 0 0 0 0 34410:00 1 215 49 0 10 0 0 0 0 0 0 0 0 27511:00 4 172 47 1 12 3 1 4 0 0 0 0 0 244

12 PM 3 222 36 0 8 2 0 3 0 0 0 0 0 27413:00 0 206 39 3 22 2 0 0 3 0 0 0 0 27514:00 1 259 42 0 7 4 0 2 0 0 0 0 0 31515:00 4 284 47 4 15 1 0 4 0 0 0 0 0 35916:00 4 358 52 2 7 0 0 1 1 0 0 0 0 42517:00 5 415 43 0 6 0 0 0 0 0 0 0 0 46918:00 3 317 34 1 3 0 0 0 0 0 0 0 0 35819:00 1 217 47 0 5 0 0 0 0 0 0 0 0 27020:00 0 130 24 0 1 0 0 0 0 1 0 0 0 15621:00 0 72 9 0 3 0 0 0 0 0 0 0 0 8422:00 0 54 8 1 1 0 0 0 0 0 0 0 0 6423:00 0 25 3 0 0 0 0 0 0 0 0 0 0 28Total 38 4128 718 24 165 17 2 27 4 1 0 0 0 5124

Percent 0.7% 80.6% 14.0% 0.5% 3.2% 0.3% 0.0% 0.5% 0.1% 0.0% 0.0% 0.0% 0.0% AM

Peak07:00 08:00 09:00 06:00 07:00 07:00 06:00 07:00 08:00

Vol. 5 366 69 7 18 3 1 6 453PM

Peak17:00 17:00 16:00 15:00 13:00 14:00 15:00 13:00 20:00 17:00

Vol. 5 415 52 4 22 4 4 3 1 469

PRECISIOND A T AINDUSTRIES, LLC

P.O. Box 301 Berlin, MA 01503Office: 508.481.3999 Fax: 508.545.1234

Email: datarequests@pdillc.com

Page 1

Cordaville Road (Route 85)just north of Woodward School DrivewayCity, State: Southborough, MAClient: VHB/ G. Russell

143831 C SpeedSite Code: 12389.04

SBStart 1 15 20 25 30 35 40 45 50 55 60 65 70 Total 85th AveTime 14 19 24 29 34 39 44 49 54 59 64 69 9999 % ile Speed05/07/

14 0 0 0 0 2 7 1 0 0 0 0 0 0 10 39 3701:00 0 0 0 0 0 2 2 0 0 0 0 0 0 4 42 3902:00 0 0 0 0 1 1 0 0 0 0 0 0 0 2 37 3403:00 0 0 0 0 2 4 1 0 0 0 0 0 0 7 39 3604:00 0 0 0 0 4 12 1 0 0 0 0 0 0 17 38 3605:00 1 0 3 2 18 43 13 3 1 0 0 0 0 84 40 3606:00 2 2 3 4 82 111 27 2 0 0 0 0 0 233 39 3507:00 2 7 21 41 151 163 34 1 0 0 0 0 0 420 38 3308:00 41 26 76 71 124 88 15 0 0 0 0 0 0 441 35 2609:00 2 4 19 54 101 108 24 4 0 0 0 0 0 316 38 3310:00 0 1 2 32 114 115 21 3 0 0 0 0 0 288 38 3411:00 2 4 0 17 123 114 21 2 1 0 0 0 0 284 38 34

12 PM 1 2 2 27 142 116 29 2 0 0 0 0 0 321 38 3413:00 3 2 8 21 127 132 33 0 1 0 0 0 0 327 38 3414:00 10 19 18 50 187 114 20 2 0 0 0 0 0 420 37 3115:00 12 16 66 109 148 63 17 0 0 0 0 0 0 431 35 2816:00 9 13 46 93 186 91 6 1 0 0 0 0 0 445 35 3017:00 15 12 55 134 211 79 7 0 0 0 1 0 0 514 34 2918:00 9 13 46 57 132 41 8 1 1 0 0 0 0 308 34 2919:00 5 14 10 37 134 101 18 0 0 0 0 0 0 319 37 3220:00 0 10 5 21 83 55 12 2 0 0 0 0 0 188 37 3221:00 1 2 3 15 72 36 4 0 0 0 0 0 0 133 36 3222:00 0 1 2 6 17 24 7 0 1 0 0 0 0 58 39 3423:00 0 0 0 2 10 9 3 1 0 0 0 0 0 25 39 35Total 115 148 385 793 2171 1629 324 24 5 0 1 0 0 5595

% 2.1% 2.6% 6.9% 14.2% 38.8% 29.1% 5.8% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% AM

Peak08:00 08:00 08:00 08:00 07:00 07:00 07:00 09:00 05:00 08:00

Vol. 41 26 76 71 151 163 34 4 1 441 PM

Peak17:00 14:00 15:00 17:00 17:00 13:00 13:00 12:00 13:00 17:00 17:00

Vol. 15 19 66 134 211 132 33 2 1 1 514

Stats 15th Percentile : 24 MPH50th Percentile : 31 MPH85th Percentile : 37 MPH95th Percentile : 40 MPH

Mean Speed(Average) : 31 MPH10 MPH Pace Speed : 29-38 MPH

Number in Pace : 3431Percent in Pace : 61.3%

Number of Vehicles > 30 MPH : 3556Percent of Vehicles > 30 MPH : 63.6%

PRECISIOND A T AINDUSTRIES, LLC

P.O. Box 301 Berlin, MA 01503Office: 508.481.3999 Fax: 508.545.1234

Email: datarequests@pdillc.com

Page 2

Cordaville Road (Route 85)just north of Woodward School DrivewayCity, State: Southborough, MAClient: VHB/ G. Russell

143831 C SpeedSite Code: 12389.04

SBStart 1 15 20 25 30 35 40 45 50 55 60 65 70 Total 85th AveTime 14 19 24 29 34 39 44 49 54 59 64 69 9999 % ile Speed05/08/

14 0 0 0 0 4 5 2 1 1 0 0 0 0 13 44 3801:00 1 0 1 2 3 3 0 0 0 0 0 0 0 10 36 2802:00 0 0 0 0 3 3 1 0 0 0 0 0 0 7 39 3603:00 0 0 0 0 3 4 0 0 0 0 0 0 0 7 37 3504:00 0 0 0 0 6 9 2 0 0 0 0 0 0 17 39 3605:00 0 1 0 1 17 31 22 2 0 0 0 0 0 74 41 3706:00 1 2 0 6 90 111 27 4 1 0 0 0 0 242 39 3507:00 7 8 19 56 156 148 24 2 0 0 0 0 0 420 37 3208:00 30 33 55 60 125 126 22 3 1 0 0 0 0 455 37 2809:00 5 5 13 37 137 113 28 2 1 0 0 0 0 341 38 3310:00 2 1 9 28 107 84 19 2 0 0 0 0 0 252 38 3311:00 1 7 7 33 125 87 17 1 0 0 0 0 0 278 37 33

12 PM 0 3 5 31 156 106 15 1 0 0 0 0 0 317 37 3313:00 4 1 3 35 124 112 10 2 0 0 0 0 0 291 37 3314:00 7 14 17 51 158 118 16 1 0 0 0 0 0 382 37 3115:00 12 16 41 72 200 110 13 0 0 0 0 0 0 464 36 3016:00 1 9 11 45 215 182 23 0 0 0 0 0 0 486 37 3317:00 15 28 54 119 199 65 8 0 1 0 0 0 0 489 34 2818:00 2 5 25 35 151 118 26 2 1 0 0 0 0 365 38 3319:00 6 14 14 30 108 95 20 3 1 0 0 0 0 291 38 3220:00 1 4 6 13 96 69 7 0 0 0 0 0 0 196 37 3321:00 1 2 1 7 32 22 5 1 0 0 0 0 0 71 38 3322:00 0 0 0 9 21 22 4 0 0 0 0 0 0 56 38 3423:00 0 1 1 1 6 13 5 2 0 0 0 0 0 29 41 36Total 96 154 282 671 2242 1756 316 29 7 0 0 0 0 5553

% 1.7% 2.8% 5.1% 12.1% 40.4% 31.6% 5.7% 0.5% 0.1% 0.0% 0.0% 0.0% 0.0% AM

Peak08:00 08:00 08:00 08:00 07:00 07:00 09:00 06:00 00:00 08:00

Vol. 30 33 55 60 156 148 28 4 1 455 PM

Peak17:00 17:00 17:00 17:00 16:00 16:00 18:00 19:00 17:00 17:00

Vol. 15 28 54 119 215 182 26 3 1 489

Stats 15th Percentile : 25 MPH50th Percentile : 32 MPH85th Percentile : 37 MPH95th Percentile : 40 MPH

Mean Speed(Average) : 32 MPH10 MPH Pace Speed : 29-38 MPH

Number in Pace : 3568Percent in Pace : 64.3%

Number of Vehicles > 30 MPH : 3738Percent of Vehicles > 30 MPH : 67.3%

PRECISIOND A T AINDUSTRIES, LLC

P.O. Box 301 Berlin, MA 01503Office: 508.481.3999 Fax: 508.545.1234

Email: datarequests@pdillc.com

Page 3

Cordaville Road (Route 85)just north of Woodward School DrivewayCity, State: Southborough, MAClient: VHB/ G. Russell

143831 C SpeedSite Code: 12389.04

NBStart 1 15 20 25 30 35 40 45 50 55 60 65 70 Total 85th AveTime 14 19 24 29 34 39 44 49 54 59 64 69 9999 % ile Speed05/07/

14 0 0 0 3 3 9 2 0 0 0 0 0 0 17 39 3501:00 0 0 0 0 2 2 5 0 0 0 0 0 0 9 42 3902:00 0 0 0 0 3 1 2 0 0 0 0 0 0 6 41 3603:00 0 0 0 0 0 3 0 1 0 0 0 0 0 4 46 3904:00 0 0 0 0 5 4 3 0 0 0 0 0 0 12 41 3605:00 0 1 1 4 23 26 6 3 0 0 0 0 0 64 39 3506:00 7 8 21 34 66 50 11 1 0 0 0 0 0 198 37 3007:00 76 63 87 86 77 19 1 0 0 0 0 0 0 409 30 2008:00 82 73 126 62 67 9 1 0 0 0 0 0 0 420 28 1909:00 49 43 83 77 69 18 3 0 0 0 0 0 0 342 31 2210:00 8 9 24 62 117 59 7 0 0 0 0 0 0 286 35 3011:00 0 3 15 50 95 45 6 0 0 0 0 0 0 214 36 31

12 PM 0 14 31 87 104 47 3 0 0 0 0 0 0 286 34 2913:00 4 13 26 73 116 43 5 0 0 0 0 0 0 280 34 2914:00 18 18 62 109 91 31 4 0 0 0 0 0 0 333 33 2615:00 88 80 129 87 33 8 1 0 0 0 0 0 0 426 26 1816:00 122 93 108 95 42 2 0 0 0 0 0 0 0 462 26 1717:00 167 84 106 62 20 1 0 0 0 0 0 0 0 440 23 1518:00 137 77 104 42 34 20 1 0 0 0 0 0 0 415 25 1619:00 5 17 24 75 103 34 5 0 0 0 0 0 0 263 34 2820:00 1 7 13 42 53 35 8 1 0 0 0 0 0 160 36 3021:00 2 5 7 25 41 27 4 1 0 0 0 0 0 112 36 3022:00 3 13 3 5 20 29 6 0 0 0 0 0 0 79 37 2923:00 0 0 1 3 6 13 6 1 0 0 0 0 0 30 41 36Total 769 621 971 1083 1190 535 90 8 0 0 0 0 0 5267

% 14.6% 11.8% 18.4% 20.6% 22.6% 10.2% 1.7% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% AM

Peak08:00 08:00 08:00 07:00 10:00 10:00 06:00 05:00 08:00

Vol. 82 73 126 86 117 59 11 3 420 PM

Peak17:00 16:00 15:00 14:00 13:00 12:00 20:00 20:00 16:00

Vol. 167 93 129 109 116 47 8 1 462

Stats 15th Percentile : 9 MPH50th Percentile : 23 MPH85th Percentile : 32 MPH95th Percentile : 37 MPH

Mean Speed(Average) : 22 MPH10 MPH Pace Speed : 24-33 MPH

Number in Pace : 1893Percent in Pace : 35.9%

Number of Vehicles > 30 MPH : 1381Percent of Vehicles > 30 MPH : 26.2%

PRECISIOND A T AINDUSTRIES, LLC

P.O. Box 301 Berlin, MA 01503Office: 508.481.3999 Fax: 508.545.1234

Email: datarequests@pdillc.com

Page 4

Cordaville Road (Route 85)just north of Woodward School DrivewayCity, State: Southborough, MAClient: VHB/ G. Russell

143831 C SpeedSite Code: 12389.04

NBStart 1 15 20 25 30 35 40 45 50 55 60 65 70 Total 85th AveTime 14 19 24 29 34 39 44 49 54 59 64 69 9999 % ile Speed05/08/

14 0 0 0 2 8 7 4 0 0 0 0 0 0 21 40 3501:00 0 0 0 1 2 3 1 0 0 0 0 0 0 7 39 3502:00 0 0 1 1 1 2 2 0 0 0 0 0 0 7 41 3403:00 0 0 0 0 1 4 0 1 1 0 0 0 0 7 48 4004:00 0 0 0 0 4 6 0 0 0 0 0 0 0 10 37 3505:00 0 3 1 3 10 20 11 1 0 0 0 0 0 49 41 3406:00 0 2 10 29 80 65 10 2 1 0 0 0 0 199 37 3307:00 51 51 119 103 90 16 1 0 0 0 0 0 0 431 30 2208:00 81 85 122 85 63 15 2 0 0 0 0 0 0 453 28 1909:00 29 28 43 81 114 42 7 0 0 0 0 0 0 344 34 2610:00 1 11 21 68 116 52 6 0 0 0 0 0 0 275 35 3011:00 7 15 21 59 93 43 5 1 0 0 0 0 0 244 35 29

12 PM 7 10 28 73 95 55 6 0 0 0 0 0 0 274 35 2913:00 2 18 32 71 106 40 6 0 0 0 0 0 0 275 34 2914:00 4 17 31 91 124 43 5 0 0 0 0 0 0 315 34 2915:00 18 52 80 93 81 32 2 0 1 0 0 0 0 359 32 2416:00 34 62 86 108 109 22 4 0 0 0 0 0 0 425 31 2317:00 187 100 121 45 15 1 0 0 0 0 0 0 0 469 22 1418:00 37 42 47 67 109 47 9 0 0 0 0 0 0 358 34 2419:00 7 15 24 71 105 43 4 1 0 0 0 0 0 270 34 2920:00 2 5 5 26 78 38 1 1 0 0 0 0 0 156 36 3121:00 0 7 0 13 34 24 5 1 0 0 0 0 0 84 37 3122:00 1 5 4 9 17 18 9 1 0 0 0 0 0 64 39 3123:00 0 1 0 4 12 10 1 0 0 0 0 0 0 28 37 33Total 468 529 796 1103 1467 648 101 9 3 0 0 0 0 5124

% 9.1% 10.3% 15.5% 21.5% 28.6% 12.6% 2.0% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% AM

Peak08:00 08:00 08:00 07:00 10:00 06:00 05:00 06:00 03:00 08:00

Vol. 81 85 122 103 116 65 11 2 1 453 PM

Peak17:00 17:00 17:00 16:00 14:00 12:00 18:00 19:00 15:00 17:00

Vol. 187 100 121 108 124 55 9 1 1 469

Stats 15th Percentile : 11 MPH50th Percentile : 26 MPH85th Percentile : 34 MPH95th Percentile : 37 MPH

Mean Speed(Average) : 25 MPH10 MPH Pace Speed : 25-34 MPH

Number in Pace : 2183Percent in Pace : 42.6%

Number of Vehicles > 30 MPH : 1712Percent of Vehicles > 30 MPH : 33.4%

PRECISIOND A T AINDUSTRIES, LLC

P.O. Box 301 Berlin, MA 01503Office: 508.481.3999 Fax: 508.545.1234

Email: datarequests@pdillc.com

Page 1

Police/ Fire Station Entrance Drivewaynorth of Main Street (Route 30)City, State: Southborough, MAClient: VHB/ G. Russell

175962 A VolumeSite Code: TBA

Start NB SB Combin

ed 11/07/17

Time A.M. P.M. A.M. P.M. A.M. P.M. Tue

12:00 0 3 0 2 0 512:15 0 2 0 0 0 212:30 1 6 0 0 1 612:45 1 2 2 13 0 0 0 2 1 2 2 1501:00 2 0 0 0 2 001:15 0 3 0 0 0 301:30 0 2 0 0 0 201:45 0 2 1 6 0 0 0 0 0 2 1 602:00 0 0 0 0 0 002:15 0 4 0 0 0 402:30 0 5 0 0 0 502:45 1 1 2 11 0 0 0 0 1 1 2 1103:00 1 1 0 0 1 103:15 0 2 0 0 0 203:30 0 0 0 0 0 003:45 0 1 1 4 0 0 0 0 0 1 1 404:00 0 0 0 0 0 004:15 0 1 0 0 0 104:30 1 1 0 0 1 104:45 1 2 1 3 0 0 0 0 1 2 1 305:00 2 0 0 0 2 005:15 0 1 0 0 0 105:30 0 2 0 0 0 205:45 1 3 3 6 0 0 0 0 1 3 3 606:00 1 0 0 1 1 106:15 1 0 0 0 1 006:30 4 0 0 0 4 006:45 5 11 1 1 0 0 0 1 5 11 1 207:00 3 4 0 0 3 407:15 2 1 0 0 2 107:30 3 1 0 0 3 107:45 3 11 1 7 0 0 0 0 3 11 1 708:00 7 1 0 0 7 108:15 3 3 0 0 3 308:30 1 1 0 0 1 108:45 2 13 0 5 0 0 0 0 2 13 0 509:00 2 2 0 0 2 209:15 1 0 0 0 1 009:30 1 0 0 0 1 009:45 2 6 1 3 0 0 0 0 2 6 1 310:00 0 0 0 0 0 010:15 2 0 0 0 2 010:30 1 2 0 0 1 210:45 3 6 1 3 0 0 0 0 3 6 1 311:00 3 0 0 0 3 011:15 0 0 0 0 0 011:30 2 0 0 0 2 011:45 2 7 0 0 0 0 0 0 2 7 0 0Total 65 62 0 3 65 65

Percent100.0

% 95.4% 0.0% 4.6%

Day Total 127 3 130

Peak 07:30 - 12:00 - - - 12:00 - 07:30 - 12:00 - - -Vol. 16 - 13 - - - 2 - 16 - 15 - - -

P.H.F. 0.571 0.542 0.250 0.571 0.625

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Page 1

Police/ Fire Station Entrance Drivewaynorth of Main Street (Route 30)City, State: Southborough, MAClient: VHB/ G. Russell

175962 A ClassSite Code: TBA

NBStart Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total

11/07/17 0 2 0 0 0 0 0 0 0 0 0 0 0 2

01:00 0 2 0 0 0 0 0 0 0 0 0 0 0 202:00 0 1 0 0 0 0 0 0 0 0 0 0 0 103:00 0 1 0 0 0 0 0 0 0 0 0 0 0 104:00 0 1 0 0 1 0 0 0 0 0 0 0 0 205:00 0 3 0 0 0 0 0 0 0 0 0 0 0 306:00 0 7 2 0 2 0 0 0 0 0 0 0 0 1107:00 0 6 3 0 2 0 0 0 0 0 0 0 0 1108:00 0 9 3 0 1 0 0 0 0 0 0 0 0 1309:00 0 5 1 0 0 0 0 0 0 0 0 0 0 610:00 0 4 1 0 1 0 0 0 0 0 0 0 0 611:00 0 4 1 0 2 0 0 0 0 0 0 0 0 7

12 PM 0 10 1 0 2 0 0 0 0 0 0 0 0 1313:00 0 4 1 0 1 0 0 0 0 0 0 0 0 614:00 0 9 1 0 1 0 0 0 0 0 0 0 0 1115:00 0 4 0 0 0 0 0 0 0 0 0 0 0 416:00 0 1 0 0 2 0 0 0 0 0 0 0 0 317:00 0 6 0 0 0 0 0 0 0 0 0 0 0 618:00 0 1 0 0 0 0 0 0 0 0 0 0 0 119:00 0 2 0 0 5 0 0 0 0 0 0 0 0 720:00 0 5 0 0 0 0 0 0 0 0 0 0 0 521:00 0 3 0 0 0 0 0 0 0 0 0 0 0 322:00 0 1 2 0 0 0 0 0 0 0 0 0 0 323:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0Total 0 91 16 0 20 0 0 0 0 0 0 0 0 127

Percent 0.0% 71.7% 12.6% 0.0% 15.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM

Peak 08:00 07:00 06:00 08:00

Vol. 9 3 2 13PM

Peak 12:00 22:00 19:00 12:00

Vol. 10 2 5 13

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Page 2

Police/ Fire Station Entrance Drivewaynorth of Main Street (Route 30)City, State: Southborough, MAClient: VHB/ G. Russell

175962 A ClassSite Code: TBA

SBStart Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total

11/07/17 0 0 0 0 0 0 0 0 0 0 0 0 0 0

01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 002:00 0 0 0 0 0 0 0 0 0 0 0 0 0 003:00 0 0 0 0 0 0 0 0 0 0 0 0 0 004:00 0 0 0 0 0 0 0 0 0 0 0 0 0 005:00 0 0 0 0 0 0 0 0 0 0 0 0 0 006:00 0 0 0 0 0 0 0 0 0 0 0 0 0 007:00 0 0 0 0 0 0 0 0 0 0 0 0 0 008:00 0 0 0 0 0 0 0 0 0 0 0 0 0 009:00 0 0 0 0 0 0 0 0 0 0 0 0 0 010:00 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0

12 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 213:00 0 0 0 0 0 0 0 0 0 0 0 0 0 014:00 0 0 0 0 0 0 0 0 0 0 0 0 0 015:00 0 0 0 0 0 0 0 0 0 0 0 0 0 016:00 0 0 0 0 0 0 0 0 0 0 0 0 0 017:00 0 0 0 0 0 0 0 0 0 0 0 0 0 018:00 0 1 0 0 0 0 0 0 0 0 0 0 0 119:00 0 0 0 0 0 0 0 0 0 0 0 0 0 020:00 0 0 0 0 0 0 0 0 0 0 0 0 0 021:00 0 0 0 0 0 0 0 0 0 0 0 0 0 022:00 0 0 0 0 0 0 0 0 0 0 0 0 0 023:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0Total 0 3 0 0 0 0 0 0 0 0 0 0 0 3

Percent 0.0% 100.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM

Peak

Vol. PM

Peak 12:00 12:00

Vol. 2 2

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Page 1

Police/ Fire Station Entrance Drivewaynorth of Main Street (Route 30)City, State: Southborough, MAClient: VHB/ G. Russell

175962 A SpeedSite Code: TBA

NBStart 1 4 7 10 13 16 19 22 25 28 31 34 37 Total 85th AveTime 3 6 9 12 15 18 21 24 27 30 33 36 39 % ile Speed11/07/

17 0 0 0 0 0 0 2 0 0 0 0 0 0 2 20 2001:00 0 0 0 0 0 1 1 0 0 0 0 0 0 2 20 1802:00 0 0 0 0 0 0 1 0 0 0 0 0 0 1 20 2003:00 0 0 0 0 0 1 0 0 0 0 0 0 0 1 17 1704:00 0 0 0 0 1 0 1 0 0 0 0 0 0 2 20 1705:00 0 0 0 0 2 1 0 0 0 0 0 0 0 3 16 1506:00 0 0 0 2 5 3 1 0 0 0 0 0 0 11 17 1507:00 0 0 0 2 7 2 0 0 0 0 0 0 0 11 15 1408:00 0 0 0 0 7 5 1 0 0 0 0 0 0 13 17 1609:00 0 0 0 1 1 4 0 0 0 0 0 0 0 6 17 1610:00 0 0 0 1 4 1 0 0 0 0 0 0 0 6 15 1411:00 0 0 2 1 0 3 1 0 0 0 0 0 0 7 17 14

12 PM 0 0 0 3 6 3 1 0 0 0 0 0 0 13 17 1413:00 0 0 0 1 2 2 1 0 0 0 0 0 0 6 18 1514:00 0 0 0 4 5 1 1 0 0 0 0 0 0 11 16 1415:00 0 0 0 0 3 1 0 0 0 0 0 0 0 4 16 1516:00 0 0 0 1 2 0 0 0 0 0 0 0 0 3 14 1317:00 0 0 1 1 2 2 0 0 0 0 0 0 0 6 16 1318:00 0 0 0 1 0 0 0 0 0 0 0 0 0 1 11 1119:00 0 0 0 0 4 3 0 0 0 0 0 0 0 7 16 1520:00 0 0 0 0 3 1 1 0 0 0 0 0 0 5 18 1621:00 0 0 0 0 2 0 1 0 0 0 0 0 0 3 19 1622:00 0 0 0 0 2 1 0 0 0 0 0 0 0 3 16 1523:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *Total 0 0 3 18 58 35 13 0 0 0 0 0 0 127

% 0.0% 0.0% 2.4% 14.2% 45.7% 27.6% 10.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM

Peak 11:00 06:00 07:00 08:00 00:00 08:00

Vol. 2 2 7 5 2 13 PM

Peak 17:00 14:00 12:00 12:00 12:00 12:00

Vol. 1 4 6 3 1 13

Stats 15th Percentile : 11 MPH50th Percentile : 14 MPH85th Percentile : 17 MPH95th Percentile : 19 MPH

Mean Speed(Average) : 15 MPH10 MPH Pace Speed : 10-19 MPH

Number in Pace : 115Percent in Pace : 45.3%

Number of Vehicles > 15 MPH : 175Percent of Vehicles > 15 MPH : 68.9%

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Page 2

Police/ Fire Station Entrance Drivewaynorth of Main Street (Route 30)City, State: Southborough, MAClient: VHB/ G. Russell

175962 A SpeedSite Code: TBA

SBStart 1 4 7 10 13 16 19 22 25 28 31 34 37 Total 85th AveTime 3 6 9 12 15 18 21 24 27 30 33 36 39 % ile Speed11/07/

17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *

12 PM 0 0 0 1 0 0 1 0 0 0 0 0 0 2 20 1613:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *18:00 0 0 0 0 1 0 0 0 0 0 0 0 0 1 14 1419:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *20:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *21:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *Total 0 0 0 1 1 0 1 0 0 0 0 0 0 3

% 0.0% 0.0% 0.0% 33.3% 33.3% 0.0% 33.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM

Peak

Vol. PM

Peak 12:00 18:00 12:00 12:00

Vol. 1 1 1 2

Stats 15th Percentile : 10 MPH50th Percentile : 13 MPH85th Percentile : 19 MPH95th Percentile : 20 MPH

Mean Speed(Average) : 15 MPH10 MPH Pace Speed : 13-22 MPH

Number in Pace : 2Percent in Pace : 33.3%

Number of Vehicles > 15 MPH : 4Percent of Vehicles > 15 MPH : 66.7%

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Page 1

Police/ Fire Station Exit Drivewaynorth of Main Street (Route 30)City, State: Southborough, MAClient: VHB/ G. Russell

175962 B VolumeSite Code: TBA

Start SB NB Combin

ed 11/07/17

Time A.M. P.M. A.M. P.M. A.M. P.M. Tue

12:00 1 2 0 0 1 212:15 0 1 0 0 0 112:30 1 3 0 0 1 312:45 2 4 4 10 0 0 0 0 2 4 4 1001:00 0 3 0 0 0 301:15 1 1 0 0 1 101:30 0 2 0 0 0 201:45 0 1 1 7 0 0 0 0 0 1 1 702:00 0 0 0 0 0 002:15 1 2 0 0 1 202:30 0 3 0 0 0 302:45 0 1 5 10 0 0 0 0 0 1 5 1003:00 0 8 0 0 0 803:15 0 1 0 0 0 103:30 0 1 0 0 0 103:45 0 0 0 10 0 0 0 0 0 0 0 1004:00 0 5 0 0 0 504:15 0 0 0 0 0 004:30 0 2 0 0 0 204:45 1 1 0 7 0 0 0 0 1 1 0 705:00 1 1 0 0 1 105:15 3 1 0 0 3 105:30 0 2 0 0 0 205:45 2 6 0 4 0 0 0 0 2 6 0 406:00 0 1 0 0 0 106:15 2 1 0 0 2 106:30 0 0 0 0 0 006:45 4 6 3 5 0 0 0 0 4 6 3 507:00 1 1 0 0 1 107:15 2 1 0 0 2 107:30 1 2 0 0 1 207:45 1 5 0 4 0 0 0 0 1 5 0 408:00 5 1 0 0 5 108:15 1 1 0 0 1 108:30 4 1 0 0 4 108:45 2 12 0 3 0 0 0 0 2 12 0 309:00 1 0 0 0 1 009:15 0 2 0 0 0 209:30 1 0 0 0 1 009:45 1 3 1 3 0 0 0 0 1 3 1 310:00 0 0 0 0 0 010:15 0 0 0 0 0 010:30 2 0 0 0 2 010:45 3 5 1 1 0 0 0 0 3 5 1 111:00 3 2 0 0 3 211:15 2 1 0 0 2 111:30 0 1 0 0 0 111:45 5 10 0 4 0 0 0 0 5 10 0 4Total 54 68 0 0 54 68

Percent100.0

%

100.0%

0.0% 0.0%

Day Total 122 0 122

Peak 08:00 - 02:15 - - - - - 08:00 - 02:15 - - -Vol. 12 - 18 - - - - - 12 - 18 - - -

P.H.F. 0.600 0.563 0.600 0.563

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Page 1

Police/ Fire Station Exit Drivewaynorth of Main Street (Route 30)City, State: Southborough, MAClient: VHB/ G. Russell

175962 B ClassSite Code: TBA

SBStart Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total

11/07/17 0 4 0 0 0 0 0 0 0 0 0 0 0 4

01:00 0 1 0 0 0 0 0 0 0 0 0 0 0 102:00 0 1 0 0 0 0 0 0 0 0 0 0 0 103:00 0 0 0 0 0 0 0 0 0 0 0 0 0 004:00 0 1 0 0 0 0 0 0 0 0 0 0 0 105:00 0 6 0 0 0 0 0 0 0 0 0 0 0 606:00 0 4 0 0 2 0 0 0 0 0 0 0 0 607:00 0 3 2 0 0 0 0 0 0 0 0 0 0 508:00 0 8 1 0 2 0 0 1 0 0 0 0 0 1209:00 0 2 1 0 0 0 0 0 0 0 0 0 0 310:00 0 4 1 0 0 0 0 0 0 0 0 0 0 511:00 0 5 2 0 3 0 0 0 0 0 0 0 0 10

12 PM 0 7 1 0 2 0 0 0 0 0 0 0 0 1013:00 0 3 2 0 2 0 0 0 0 0 0 0 0 714:00 0 7 1 0 2 0 0 0 0 0 0 0 0 1015:00 0 6 3 0 1 0 0 0 0 0 0 0 0 1016:00 0 4 1 0 2 0 0 0 0 0 0 0 0 717:00 0 3 0 0 1 0 0 0 0 0 0 0 0 418:00 0 3 0 0 2 0 0 0 0 0 0 0 0 519:00 0 1 0 0 3 0 0 0 0 0 0 0 0 420:00 0 3 0 0 0 0 0 0 0 0 0 0 0 321:00 0 3 0 0 0 0 0 0 0 0 0 0 0 322:00 0 1 0 0 0 0 0 0 0 0 0 0 0 123:00 0 3 1 0 0 0 0 0 0 0 0 0 0 4Total 0 83 16 0 22 0 0 1 0 0 0 0 0 122

Percent 0.0% 68.0% 13.1% 0.0% 18.0% 0.0% 0.0% 0.8% 0.0% 0.0% 0.0% 0.0% 0.0% AM

Peak 08:00 07:00 11:00 08:00 08:00

Vol. 8 2 3 1 12PM

Peak 12:00 15:00 19:00 12:00

Vol. 7 3 3 10

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Page 2

Police/ Fire Station Exit Drivewaynorth of Main Street (Route 30)City, State: Southborough, MAClient: VHB/ G. Russell

175962 B ClassSite Code: TBA

NBStart Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total

11/07/17 0 0 0 0 0 0 0 0 0 0 0 0 0 0

01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 002:00 0 0 0 0 0 0 0 0 0 0 0 0 0 003:00 0 0 0 0 0 0 0 0 0 0 0 0 0 004:00 0 0 0 0 0 0 0 0 0 0 0 0 0 005:00 0 0 0 0 0 0 0 0 0 0 0 0 0 006:00 0 0 0 0 0 0 0 0 0 0 0 0 0 007:00 0 0 0 0 0 0 0 0 0 0 0 0 0 008:00 0 0 0 0 0 0 0 0 0 0 0 0 0 009:00 0 0 0 0 0 0 0 0 0 0 0 0 0 010:00 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0

12 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 013:00 0 0 0 0 0 0 0 0 0 0 0 0 0 014:00 0 0 0 0 0 0 0 0 0 0 0 0 0 015:00 0 0 0 0 0 0 0 0 0 0 0 0 0 016:00 0 0 0 0 0 0 0 0 0 0 0 0 0 017:00 0 0 0 0 0 0 0 0 0 0 0 0 0 018:00 0 0 0 0 0 0 0 0 0 0 0 0 0 019:00 0 0 0 0 0 0 0 0 0 0 0 0 0 020:00 0 0 0 0 0 0 0 0 0 0 0 0 0 021:00 0 0 0 0 0 0 0 0 0 0 0 0 0 022:00 0 0 0 0 0 0 0 0 0 0 0 0 0 023:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Percent 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM

Peak

Vol. PM

Peak

Vol.

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Page 1

Police/ Fire Station Exit Drivewaynorth of Main Street (Route 30)City, State: Southborough, MAClient: VHB/ G. Russell

175962 B SpeedSite Code: TBA

SBStart 1 4 7 10 13 16 19 22 25 28 31 34 37 Total 85th AveTime 3 6 9 12 15 18 21 24 27 30 33 36 39 % ile Speed11/07/

17 0 0 0 0 0 0 3 0 1 0 0 0 0 4 25 2101:00 0 0 0 0 0 0 1 0 0 0 0 0 0 1 20 2002:00 0 0 0 0 0 0 0 1 0 0 0 0 0 1 23 2303:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *04:00 0 0 0 0 0 0 1 0 0 0 0 0 0 1 20 2005:00 0 0 0 1 0 1 3 1 0 0 0 0 0 6 21 1806:00 0 0 0 0 0 2 3 1 0 0 0 0 0 6 21 1907:00 0 0 0 0 0 3 1 1 0 0 0 0 0 5 21 1908:00 0 0 0 0 2 2 4 3 1 0 0 0 0 12 23 2009:00 0 0 0 0 0 1 2 0 0 0 0 0 0 3 20 1910:00 0 0 0 1 1 0 3 0 0 0 0 0 0 5 20 1711:00 0 0 0 1 2 3 3 1 0 0 0 0 0 10 20 17

12 PM 0 0 0 0 2 6 1 1 0 0 0 0 0 10 19 1713:00 0 0 0 1 1 3 2 0 0 0 0 0 0 7 19 1714:00 0 0 0 0 1 4 5 0 0 0 0 0 0 10 20 1815:00 0 0 0 0 3 1 5 1 0 0 0 0 0 10 20 1816:00 0 0 0 0 0 4 3 0 0 0 0 0 0 7 19 1817:00 0 0 0 0 1 1 2 0 0 0 0 0 0 4 20 1818:00 0 0 0 0 0 2 1 2 0 0 0 0 0 5 22 2019:00 0 0 0 0 0 1 3 0 0 0 0 0 0 4 20 1920:00 0 0 0 0 0 1 2 0 0 0 0 0 0 3 20 1921:00 0 0 0 0 0 2 1 0 0 0 0 0 0 3 19 1822:00 0 0 0 0 0 1 0 0 0 0 0 0 0 1 17 1723:00 0 0 0 0 1 1 1 0 1 0 0 0 0 4 25 19Total 0 0 0 4 14 39 50 12 3 0 0 0 0 122

% 0.0% 0.0% 0.0% 3.3% 11.5% 32.0% 41.0% 9.8% 2.5% 0.0% 0.0% 0.0% 0.0% AM

Peak 05:00 08:00 07:00 08:00 08:00 00:00 08:00

Vol. 1 2 3 4 3 1 12 PM

Peak 13:00 15:00 12:00 14:00 18:00 23:00 12:00

Vol. 1 3 6 5 2 1 10

Stats 15th Percentile : 15 MPH50th Percentile : 18 MPH85th Percentile : 20 MPH95th Percentile : 23 MPH

Mean Speed(Average) : 18 MPH10 MPH Pace Speed : 13-22 MPH

Number in Pace : 107Percent in Pace : 43.9%

Number of Vehicles > 15 MPH : 226Percent of Vehicles > 15 MPH : 92.6%

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Page 2

Police/ Fire Station Exit Drivewaynorth of Main Street (Route 30)City, State: Southborough, MAClient: VHB/ G. Russell

175962 B SpeedSite Code: TBA

NBStart 1 4 7 10 13 16 19 22 25 28 31 34 37 Total 85th AveTime 3 6 9 12 15 18 21 24 27 30 33 36 39 % ile Speed11/07/

17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *

12 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *13:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *18:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *19:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *20:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *21:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0

% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM

Peak

Vol. PM

Peak

Vol.

Stats 15th Percentile : -1 MPH50th Percentile : -1 MPH85th Percentile : -1 MPH95th Percentile : -1 MPH

Mean Speed(Average) : -1 MPH10 MPH Pace Speed : -1-8 MPH

Number in Pace : -1Percent in Pace : -100.0%

Number of Vehicles > 15 MPH : 0Percent of Vehicles > 15 MPH : 0.0%

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Page 1

Woodward School Drivewayeast of Cordaville Road (Route 85)City, State: Southborough, MAClient: VJB/ G. Russell

175918 A VolumeSite Code: TBA

Start EB WB Combin

ed 10/18/17

Time A.M. P.M. A.M. P.M. A.M. P.M. Wed

12:00 0 1 0 2 0 312:15 0 0 0 0 0 012:30 0 1 0 0 0 112:45 0 0 2 4 0 0 3 5 0 0 5 901:00 0 0 0 1 0 101:15 0 0 0 1 0 101:30 0 1 0 1 0 201:45 0 0 1 2 0 0 1 4 0 0 2 602:00 0 2 0 0 0 202:15 0 2 0 3 0 502:30 0 7 0 2 0 902:45 0 0 28 39 0 0 1 6 0 0 29 4503:00 0 14 0 60 0 7403:15 0 15 0 36 0 5103:30 0 4 0 8 0 1203:45 0 0 6 39 0 0 6 110 0 0 12 14904:00 0 3 0 10 0 1304:15 0 2 0 5 0 704:30 0 5 0 6 0 1104:45 0 0 3 13 0 0 5 26 0 0 8 3905:00 0 8 0 7 0 1505:15 0 7 0 9 0 1605:30 0 11 0 8 0 1905:45 1 1 6 32 0 0 16 40 1 1 22 7206:00 0 0 0 2 0 206:15 1 1 0 0 1 106:30 0 1 0 1 0 206:45 9 10 0 2 6 6 0 3 15 16 0 507:00 3 0 3 0 6 007:15 3 0 0 1 3 107:30 8 0 0 0 8 007:45 11 25 0 0 4 7 0 1 15 32 0 108:00 10 1 2 2 12 308:15 13 0 4 0 17 008:30 56 0 56 0 112 008:45 21 100 0 1 28 90 0 2 49 190 0 309:00 2 0 4 0 6 009:15 2 0 4 0 6 009:30 3 0 1 1 4 109:45 3 10 0 0 1 10 0 1 4 20 0 110:00 1 0 0 0 1 010:15 5 0 2 0 7 010:30 0 0 2 0 2 010:45 1 7 0 0 1 5 0 0 2 12 0 011:00 1 0 3 0 4 011:15 6 0 3 0 9 011:30 1 0 1 0 2 011:45 3 11 0 0 2 9 0 0 5 20 0 0Total 164 132 127 198 291 330

Percent 56.4% 40.0% 43.6% 60.0%

Day Total 296 325 621

Peak 08:00 - 02:30 - 08:15 - 03:00 - 08:00 - 02:45 - - -Vol. 100 - 64 - 92 - 110 - 190 - 166 - - -

P.H.F. 0.446 0.571 0.411 0.458 0.424 0.561

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Page 1

Woodward School Drivewayeast of Cordaville Road (Route 85)City, State: Southborough, MAClient: VJB/ G. Russell

175918 A ClassSite Code: TBA

EBStart Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total

10/18/17 0 0 0 0 0 0 0 0 0 0 0 0 0 0

01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 002:00 0 0 0 0 0 0 0 0 0 0 0 0 0 003:00 0 0 0 0 0 0 0 0 0 0 0 0 0 004:00 0 0 0 0 0 0 0 0 0 0 0 0 0 005:00 0 1 0 0 0 0 0 0 0 0 0 0 0 106:00 0 9 0 0 1 0 0 0 0 0 0 0 0 1007:00 0 23 1 0 1 0 0 0 0 0 0 0 0 2508:00 0 80 8 11 1 0 0 0 0 0 0 0 0 10009:00 0 10 0 0 0 0 0 0 0 0 0 0 0 1010:00 0 7 0 0 0 0 0 0 0 0 0 0 0 711:00 0 9 1 0 1 0 0 0 0 0 0 0 0 11

12 PM 0 4 0 0 0 0 0 0 0 0 0 0 0 413:00 0 2 0 0 0 0 0 0 0 0 0 0 0 214:00 0 33 6 0 0 0 0 0 0 0 0 0 0 3915:00 0 23 3 12 1 0 0 0 0 0 0 0 0 3916:00 0 10 2 0 1 0 0 0 0 0 0 0 0 1317:00 0 27 5 0 0 0 0 0 0 0 0 0 0 3218:00 0 2 0 0 0 0 0 0 0 0 0 0 0 219:00 0 0 0 0 0 0 0 0 0 0 0 0 0 020:00 0 1 0 0 0 0 0 0 0 0 0 0 0 121:00 0 0 0 0 0 0 0 0 0 0 0 0 0 022:00 0 0 0 0 0 0 0 0 0 0 0 0 0 023:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0Total 0 241 26 23 6 0 0 0 0 0 0 0 0 296

Percent 0.0% 81.4% 8.8% 7.8% 2.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM

Peak 08:00 08:00 08:00 06:00 08:00

Vol. 80 8 11 1 100PM

Peak 14:00 14:00 15:00 15:00 14:00

Vol. 33 6 12 1 39

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Page 2

Woodward School Drivewayeast of Cordaville Road (Route 85)City, State: Southborough, MAClient: VJB/ G. Russell

175918 A ClassSite Code: TBA

WBStart Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total

10/18/17 0 0 0 0 0 0 0 0 0 0 0 0 0 0

01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 002:00 0 0 0 0 0 0 0 0 0 0 0 0 0 003:00 0 0 0 0 0 0 0 0 0 0 0 0 0 004:00 0 0 0 0 0 0 0 0 0 0 0 0 0 005:00 0 0 0 0 0 0 0 0 0 0 0 0 0 006:00 0 6 0 0 0 0 0 0 0 0 0 0 0 607:00 0 4 2 1 0 0 0 0 0 0 0 0 0 708:00 1 78 7 2 2 0 0 0 0 0 0 0 0 9009:00 0 10 0 0 0 0 0 0 0 0 0 0 0 1010:00 0 5 0 0 0 0 0 0 0 0 0 0 0 511:00 0 8 1 0 0 0 0 0 0 0 0 0 0 9

12 PM 0 4 1 0 0 0 0 0 0 0 0 0 0 513:00 0 4 0 0 0 0 0 0 0 0 0 0 0 414:00 0 5 1 0 0 0 0 0 0 0 0 0 0 615:00 1 94 10 3 2 0 0 0 0 0 0 0 0 11016:00 0 22 3 0 1 0 0 0 0 0 0 0 0 2617:00 0 32 8 0 0 0 0 0 0 0 0 0 0 4018:00 0 3 0 0 0 0 0 0 0 0 0 0 0 319:00 0 0 1 0 0 0 0 0 0 0 0 0 0 120:00 0 2 0 0 0 0 0 0 0 0 0 0 0 221:00 0 1 0 0 0 0 0 0 0 0 0 0 0 122:00 0 0 0 0 0 0 0 0 0 0 0 0 0 023:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0Total 2 278 34 6 5 0 0 0 0 0 0 0 0 325

Percent 0.6% 85.5% 10.5% 1.8% 1.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM

Peak08:00 08:00 08:00 08:00 08:00 08:00

Vol. 1 78 7 2 2 90PM

Peak15:00 15:00 15:00 15:00 15:00 15:00

Vol. 1 94 10 3 2 110

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Page 1

Woodward School Drivewayeast of Cordaville Road (Route 85)City, State: Southborough, MAClient: VJB/ G. Russell

175918 A SpeedSite Code: TBA

EBStart 1 4 7 10 13 16 19 22 25 28 31 34 37 Total 85th AveTime 3 6 9 12 15 18 21 24 27 30 33 36 39 % ile Speed10/18/

17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *05:00 0 0 0 0 0 0 1 0 0 0 0 0 0 1 20 2006:00 0 0 0 1 3 5 1 0 0 0 0 0 0 10 17 1607:00 0 0 0 0 2 11 12 0 0 0 0 0 0 25 20 1808:00 0 0 1 3 23 43 26 4 0 0 0 0 0 100 19 1709:00 0 0 0 0 1 2 7 0 0 0 0 0 0 10 20 1910:00 0 0 0 0 0 3 3 1 0 0 0 0 0 7 20 1911:00 0 0 0 1 2 3 3 2 0 0 0 0 0 11 21 18

12 PM 0 0 0 1 0 3 0 0 0 0 0 0 0 4 17 1613:00 0 0 0 0 1 1 0 0 0 0 0 0 0 2 17 1614:00 0 0 0 1 3 19 15 1 0 0 0 0 0 39 20 1815:00 0 0 0 1 5 21 11 1 0 0 0 0 0 39 19 1716:00 0 0 0 0 2 4 6 1 0 0 0 0 0 13 20 1817:00 0 0 0 0 3 15 13 1 0 0 0 0 0 32 20 1818:00 0 0 0 0 0 1 1 0 0 0 0 0 0 2 20 1819:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *20:00 0 0 0 0 0 1 0 0 0 0 0 0 0 1 17 1721:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *Total 0 0 1 8 45 132 99 11 0 0 0 0 0 296

% 0.0% 0.0% 0.3% 2.7% 15.2% 44.6% 33.4% 3.7% 0.0% 0.0% 0.0% 0.0% 0.0% AM

Peak 08:00 08:00 08:00 08:00 08:00 08:00 08:00

Vol. 1 3 23 43 26 4 100 PM

Peak 12:00 15:00 15:00 14:00 14:00 14:00

Vol. 1 5 21 15 1 39

Stats 15th Percentile : 14 MPH50th Percentile : 17 MPH85th Percentile : 19 MPH95th Percentile : 20 MPH

Mean Speed(Average) : 18 MPH10 MPH Pace Speed : 13-22 MPH

Number in Pace : 280Percent in Pace : 47.3%

Number of Vehicles > 15 MPH : 538Percent of Vehicles > 15 MPH : 90.9%

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Page 2

Woodward School Drivewayeast of Cordaville Road (Route 85)City, State: Southborough, MAClient: VJB/ G. Russell

175918 A SpeedSite Code: TBA

WBStart 1 4 7 10 13 16 19 22 25 28 31 34 37 Total 85th AveTime 3 6 9 12 15 18 21 24 27 30 33 36 39 % ile Speed10/18/

17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *06:00 0 0 0 0 6 0 0 0 0 0 0 0 0 6 14 1407:00 0 0 0 1 2 3 1 0 0 0 0 0 0 7 17 1608:00 1 4 11 5 7 6 54 2 0 0 0 0 0 90 20 1709:00 0 0 0 0 0 5 3 2 0 0 0 0 0 10 21 1910:00 0 0 0 0 0 2 2 1 0 0 0 0 0 5 21 1911:00 0 0 0 0 4 2 2 1 0 0 0 0 0 9 20 17

12 PM 0 0 1 0 0 0 4 0 0 0 0 0 0 5 20 1813:00 0 0 0 0 1 1 1 1 0 0 0 0 0 4 22 1814:00 0 0 0 0 0 3 3 0 0 0 0 0 0 6 20 1815:00 1 8 9 12 18 21 41 0 0 0 0 0 0 110 19 1516:00 0 0 0 3 9 8 6 0 0 0 0 0 0 26 19 1617:00 0 0 1 8 8 13 9 1 0 0 0 0 0 40 19 1618:00 0 0 0 0 1 1 1 0 0 0 0 0 0 3 19 1719:00 0 0 0 0 0 0 0 1 0 0 0 0 0 1 23 2320:00 0 0 0 0 0 2 0 0 0 0 0 0 0 2 17 1721:00 0 0 0 0 0 1 0 0 0 0 0 0 0 1 17 1722:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *Total 2 12 22 29 56 68 127 9 0 0 0 0 0 325

% 0.6% 3.7% 6.8% 8.9% 17.2% 20.9% 39.1% 2.8% 0.0% 0.0% 0.0% 0.0% 0.0% AM

Peak08:00 08:00 08:00 08:00 08:00 08:00 08:00 08:00 08:00

Vol. 1 4 11 5 7 6 54 2 90 PM

Peak15:00 15:00 15:00 15:00 15:00 15:00 15:00 13:00 15:00

Vol. 1 8 9 12 18 21 41 1 110

Stats 15th Percentile : 10 MPH50th Percentile : 16 MPH85th Percentile : 20 MPH95th Percentile : 20 MPH

Mean Speed(Average) : 16 MPH10 MPH Pace Speed : 12-21 MPH

Number in Pace : 261Percent in Pace : 40.2%

Number of Vehicles > 15 MPH : 529Percent of Vehicles > 15 MPH : 81.4%

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total

1 119 0 0 120 0 0 0 0 0 0 139 0 0 139 0 0 0 0 0 259

0 118 1 0 119 0 0 0 0 0 0 131 2 0 133 0 0 0 0 0 252

1 237 1 0 239 0 0 0 0 0 0 270 2 0 272 0 0 0 0 0 511

0 111 0 0 111 0 0 0 0 0 0 136 0 0 136 0 0 1 0 1 248

0 91 0 0 91 0 0 0 0 0 0 114 0 0 114 0 0 0 0 0 205

1 109 1 0 111 1 0 0 0 1 2 105 0 0 107 1 0 0 0 1 220

0 114 0 0 114 0 0 0 0 0 0 88 0 0 88 0 0 0 0 0 202

1 425 1 0 427 1 0 0 0 1 2 443 0 0 445 1 0 1 0 2 875

0 96 0 0 96 1 0 1 0 2 1 102 0 0 103 0 0 0 0 0 201

0 89 3 0 92 0 0 0 0 0 0 82 0 0 82 0 0 0 0 0 174

0 185 3 0 188 1 0 1 0 2 1 184 0 0 185 0 0 0 0 0 375

2 847 5 0 854 2 0 1 0 3 3 897 2 0 902 1 0 1 0 2 1761

0.2 99.2 0.6 0.0 66.7 0.0 33.3 0.0 0.3 99.4 0.2 0.0 50.0 0.0 50.0 0.0

0.1 48.1 0.3 0.0 48.5 0.1 0.0 0.1 0.0 0.2 0.2 50.9 0.1 0.0 51.2 0.1 0.0 0.1 0.0 0.1

900 8 849 4 1761

1 816 5 0 822 2 0 1 0 3 3 846 2 0 851 1 0 0 0 1 1677

50.0 96.3 100.0 0.0 96.3 100.0 0.0 100.0 0.0 100.0 100.0 94.3 100.0 0.0 94.3 100.0 0.0 0.0 0.0 50.0 95.2

848 8 818 3 1677

1 31 0 0 32 0 0 0 0 0 0 51 0 0 51 0 0 1 0 1 84

50.0 3.7 0.0 0.0 3.7 0.0 0.0 0.0 0.0 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 100.0 0.0 50.0 4.8

52 0 31 1 84 

Peak Hour Analysis from 07:30 AM to 09:30 AM begins at: 

Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total

1 119 0 0 120 0 0 0 0 0 0 139 0 0 139 0 0 0 0 0 259

0 118 1 0 119 0 0 0 0 0 0 131 2 0 133 0 0 0 0 0 252

0 111 0 0 111 0 0 0 0 0 0 136 0 0 136 0 0 1 0 1 248

0 91 0 0 91 0 0 0 0 0 0 114 0 0 114 0 0 0 0 0 205

1 439 1 0 441 0 0 0 0 0 0 520 2 0 522 0 0 1 0 1 964

0.2 99.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 99.6 0.4 0.0 0.0 0.0 100.0 0.0

0.250 0.922 0.250 0.000 0.919 0.000 0.000 0.000 0.000 0.000 0.000 0.935 0.250 0.000 0.939 0.000 0.000 0.250 0.000 0.250 0.931

0 427 1 0 428 0 0 0 0 0 0 492 2 0 494 0 0 0 0 0 9220.0 97.3 100.0 0.0 97.1 0.0 0.0 0.0 0.0 0.0 0.0 94.6 100.0 0.0 94.6 0.0 0.0 0.0 0.0 0.0 95.61 12 0 0 13 0 0 0 0 0 0 28 0 0 28 0 0 1 0 1 42

100.0 2.7 0.0 0.0 2.9 0.0 0.0 0.0 0.0 0.0 0.0 5.4 0.0 0.0 5.4 0.0 0.0 100.0 0.0 100.0 4.4

0 427 1 0 428 0 0 0 0 0 0 492 2 0 494 0 0 0 0 0 9221 12 0 0 13 0 0 0 0 0 0 28 0 0 28 0 0 1 0 1 421 439 1 0 441 0 0 0 0 0 0 520 2 0 522 0 0 1 0 1 964

492 1 427 2 92229   0 12 1 42521 1 439 3 964

Approach %

Grand Total

Cemetary Driveway

North East South West

Cordaville Road (Route 85)Cordaville Road (Route 85) St. Mark's Golf Course

7:45 AM

North

8:00 AM

East WestSouth

Cordaville Road (Route 85) St. Mark's Golf Course7:30 AM

8:45 AM

Total

9:00 AM

9:15 AM

Total

Cordaville Road (Route 85)

% Approach Total

PHF

Cars Enter Leg

8:00 AM

8:15 AM

Heavy Vehicles % 

Total Volume

7:30 AM

7:45 AM

 

 Cemetary Driveway

Heavy Enter Leg

Total Entering Leg

Cars Exiting Leg

Heavy Exiting Leg

Total Exiting Leg

Heavy Vehicles

Exiting Leg Total

% Cars

Cars

8:15 AM

8:30 AM

Total

Total

Cars

Cars %

Heavy Vehicles

7:30 AM

Total

Exiting Leg Total

Total %

 

 

Exiting Leg Total

% Heavy Vehicles

Cars and Heavy Vehicles (Combined)

PDI File #:

Location:

Location:

City, State:

Client:

Site Code:

Count Date:

Start Time:

End Time:

Class:

175904 B

N: Cordaville Road (Route 85) S: Cordaville Road (Route 85)  

E: St. Mark's Golf Course W: Cemetary Driveway  

Southborough, MA

Southborough/ M. Purple

TBA

Tuesday, October 10, 2017

7:30 AM

9:30 AM

Page 1

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total

0 116 0 0 116 0 0 0 0 0 0 134 0 0 134 0 0 0 0 0 250

0 115 1 0 116 0 0 0 0 0 0 119 2 0 121 0 0 0 0 0 237

0 231 1 0 232 0 0 0 0 0 0 253 2 0 255 0 0 0 0 0 487

0 106 0 0 106 0 0 0 0 0 0 127 0 0 127 0 0 0 0 0 233

0 90 0 0 90 0 0 0 0 0 0 112 0 0 112 0 0 0 0 0 202

1 105 1 0 107 1 0 0 0 1 2 100 0 0 102 1 0 0 0 1 211

0 110 0 0 110 0 0 0 0 0 0 81 0 0 81 0 0 0 0 0 191

1 411 1 0 413 1 0 0 0 1 2 420 0 0 422 1 0 0 0 1 837

0 89 0 0 89 1 0 1 0 2 1 96 0 0 97 0 0 0 0 0 188

0 85 3 0 88 0 0 0 0 0 0 77 0 0 77 0 0 0 0 0 165

0 174 3 0 177 1 0 1 0 2 1 173 0 0 174 0 0 0 0 0 353

1 816 5 0 822 2 0 1 0 3 3 846 2 0 851 1 0 0 0 1 1677

0.1 99.3 0.6 0.0 66.7 0.0 33.3 0.0 0.4 99.4 0.2 0.0 100.0 0.0 0.0 0.0

0.1 48.7 0.3 0.0 49.0 0.1 0.0 0.1 0.0 0.2 0.2 50.4 0.1 0.0 50.7 0.1 0.0 0.0 0.0 0.1

848 8 818 3 1677

Peak Hour Analysis from 07:30 AM to 09:30 AM begins at: 

Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total

0 116 0 0 116 0 0 0 0 0 0 134 0 0 134 0 0 0 0 0 250

0 115 1 0 116 0 0 0 0 0 0 119 2 0 121 0 0 0 0 0 237

0 106 0 0 106 0 0 0 0 0 0 127 0 0 127 0 0 0 0 0 233

0 90 0 0 90 0 0 0 0 0 0 112 0 0 112 0 0 0 0 0 202

0 427 1 0 428 0 0 0 0 0 0 492 2 0 494 0 0 0 0 0 922

0.0 99.8 0.2 0.0 0.0 0.0 0.0 0.0 0.0 99.6 0.4 0.0 0.0 0.0 0.0 0.0

0.000 0.920 0.250 0.000 0.922 0.000 0.000 0.000 0.000 0.000 0.000 0.918 0.250 0.000 0.922 0.000 0.000 0.000 0.000 0.000 0.922

0 427 1 0 428 0 0 0 0 0 0 492 2 0 494 0 0 0 0 0 922

492 1 427 2 922

920 1 921 2 1844Total

PHF

Total Volume

 

7:30 AM

7:45 AM

8:00 AM

8:15 AM

Entering Leg

Exiting Leg

Grand Total

Approach %

Total %

Exiting Leg Total

7:30 AM

North

% Approach Total

Total

Total

9:00 AM

9:15 AM

Total

8:15 AM

8:30 AM

8:45 AM

Total

7:30 AM

7:45 AM

Total

Class:

Cordaville Road (Route 85)

Cars

PDI File #:

Location:

Location:

City, State:

St. Mark's Golf Course

 

Client:

Site Code:

Count Date:

Start Time:

End Time:

Cemetary Driveway

East South West

Cordaville Road (Route 85)

175904 B

N: Cordaville Road (Route 85) S: Cordaville Road (Route 85)  

E: St. Mark's Golf Course W: Cemetary Driveway  

Southborough, MA

Southborough/ M. Purple

TBA

Tuesday, October 10, 2017

7:30 AM

9:30 AM

North

Cordaville Road (Route 85)

8:00 AM

East South West

St. Mark's Golf Course Cordaville Road (Route 85) Cemetary Driveway

Page 2

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total

1 3 0 0 4 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 9

0 3 0 0 3 0 0 0 0 0 0 12 0 0 12 0 0 0 0 0 15

1 6 0 0 7 0 0 0 0 0 0 17 0 0 17 0 0 0 0 0 24

0 5 0 0 5 0 0 0 0 0 0 9 0 0 9 0 0 1 0 1 15

0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3

0 4 0 0 4 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 9

0 4 0 0 4 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 11

0 14 0 0 14 0 0 0 0 0 0 23 0 0 23 0 0 1 0 1 38

0 7 0 0 7 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 13

0 4 0 0 4 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 9

0 11 0 0 11 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 22

1 31 0 0 32 0 0 0 0 0 0 51 0 0 51 0 0 1 0 1 84

3.1 96.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0

1.2 36.9 0.0 0.0 38.1 0.0 0.0 0.0 0.0 0.0 0.0 60.7 0.0 0.0 60.7 0.0 0.0 1.2 0.0 1.2

52 0 31 1 84

1 28 0 0 29 0 0 0 0 0 0 46 0 0 46 0 0 1 0 1 76

100.0 90.3 0.0 0.0 90.6 0.0 0.0 0.0 0.0 0.0 0.0 90.2 0.0 0.0 90.2 0.0 0.0 100.0 0.0 100.0 90.5

47 0 28 1 76

0 3 0 0 3 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 8

0.0 9.7 0.0 0.0 9.4 0.0 0.0 0.0 0.0 0.0 0.0 9.8 0.0 0.0 9.8 0.0 0.0 0.0 0.0 0.0 9.5

5 0 3 0 8 

Peak Hour Analysis from 07:30 AM to 09:30 AM begins at: 

Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total

1 3 0 0 4 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 9

0 3 0 0 3 0 0 0 0 0 0 12 0 0 12 0 0 0 0 0 15

0 5 0 0 5 0 0 0 0 0 0 9 0 0 9 0 0 1 0 1 15

0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3

1 12 0 0 13 0 0 0 0 0 0 28 0 0 28 0 0 1 0 1 42

7.7 92.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0

0.250 0.600 0.000 0.000 0.650 0.000 0.000 0.000 0.000 0.000 0.000 0.583 0.000 0.000 0.583 0.000 0.000 0.250 0.000 0.250 0.700

1 10 0 0 11 0 0 0 0 0 0 24 0 0 24 0 0 1 0 1 36100.0 83.3 0.0 0.0 84.6 0.0 0.0 0.0 0.0 0.0 0.0 85.7 0.0 0.0 85.7 0.0 0.0 100.0 0.0 100.0 85.7

0 2 0 0 2 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 60.0 16.7 0.0 0.0 15.4 0.0 0.0 0.0 0.0 0.0 0.0 14.3 0.0 0.0 14.3 0.0 0.0 0.0 0.0 0.0 14.3

1 10 0 0 11 0 0 0 0 0 0 24 0 0 24 0 0 1 0 1 360 2 0 0 2 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 61 12 0 0 13 0 0 0 0 0 0 28 0 0 28 0 0 1 0 1 42

25   0 10 1 364 0 2 0 629 0 12 1 42

PDI File #: 175904 B

Location: N: Cordaville Road (Route 85) S: Cordaville Road (Route 85)  

Location: E: St. Mark's Golf Course W: Cemetary Driveway  

Count Date: Tuesday, October 10, 2017

Start Time: 7:30 AM

End Time: 9:30 AM

City, State: Southborough, MA

Client: Southborough/ M. Purple

Site Code: TBA

Class: Heavy Vehicles (Combined‐Large Trucks and Buses)

  Cordaville Road (Route 85) St. Mark's Golf Course Cordaville Road (Route 85)

Total

Cemetary Driveway

  North East South West

7:45 AM

Total

8:00 AM

8:15 AM

8:30 AM

7:30 AM

Total

8:45 AM

Total

9:00 AM

9:15 AM

Grand Total

Approach %

Total %

% Large Trucks

Exiting Leg Total

Buses

% Buses

Exiting Leg Total

Exiting Leg Total

Large Trucks

7:30 AM Cordaville Road (Route 85) St. Mark's Golf Course Cordaville Road (Route 85) Cemetary Driveway

Total

7:30 AM

  North East South

7:45 AM

8:00 AM

8:15 AMTotal Volume

% Approach Total

PHF

West

Buses % 

Trucks Enter Leg

Bus Enter Leg

Total Entering Leg

 

Large Trucks

Large Trucks %

Buses

Trucks Exiting Leg

Buses Exiting Leg

Total Exiting Leg

Page 3

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total

1 1 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 4

0 3 0 0 3 0 0 0 0 0 0 12 0 0 12 0 0 0 0 0 15

1 4 0 0 5 0 0 0 0 0 0 14 0 0 14 0 0 0 0 0 19

0 5 0 0 5 0 0 0 0 0 0 8 0 0 8 0 0 1 0 1 14

0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3

0 4 0 0 4 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 9

0 4 0 0 4 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 11

0 14 0 0 14 0 0 0 0 0 0 22 0 0 22 0 0 1 0 1 37

0 6 0 0 6 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 11

0 4 0 0 4 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 9

0 10 0 0 10 0 0 0 0 0 0 10 0 0 10 0 0 0 0 0 20

1 28 0 0 29 0 0 0 0 0 0 46 0 0 46 0 0 1 0 1 76

3.4 96.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0

1.3 36.8 0.0 0.0 38.2 0.0 0.0 0.0 0.0 0.0 0.0 60.5 0.0 0.0 60.5 0.0 0.0 1.3 0.0 1.3

47 0 28 1 76

Peak Hour Analysis from 07:30 AM to 09:30 AM begins at:   

Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total

0 3 0 0 3 0 0 0 0 0 0 12 0 0 12 0 0 0 0 0 15

0 5 0 0 5 0 0 0 0 0 0 8 0 0 8 0 0 1 0 1 14

0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3

0 4 0 0 4 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 9

0 13 0 0 13 0 0 0 0 0 0 27 0 0 27 0 0 1 0 1 41

0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0

0.000 0.650 0.000 0.000 0.650 0.000 0.000 0.000 0.000 0.000 0.000 0.563 0.000 0.000 0.563 0.000 0.000 0.250 0.000 0.250 0.683

0 13 0 0 13 0 0 0 0 0 0 27 0 0 27 0 0 1 0 1 41

28 0 13 0 41

41 0 40 1 82

Cordaville Road (Route 85) St. Mark's Golf Course Cordaville Road (Route 85)

Total

Cemetary Driveway

North East South West

Cemetary Driveway

 

7:30 AM

7:45 AM

Total

8:00 AM

Total

8:15 AM

8:30 AM

8:45 AM

Total

9:00 AM

9:15 AM

7:45 AM Cordaville Road (Route 85) St. Mark's Golf Course Cordaville Road (Route 85)

Grand Total

Approach %

Total %

Exiting Leg Total

8:15 AM

8:30 AM

Total Volume

% Approach Total

PHF

West

Total 

7:45 AM

8:00 AM

North East South

Entering Leg

Exiting Leg

Total

Large Trucks

PDI File #:

Location:

Location:

City, State:

Client:

Site Code:

Count Date:

Start Time:

End Time:

Class:

175904 B

N: Cordaville Road (Route 85) S: Cordaville Road (Route 85)  

E: St. Mark's Golf Course W: Cemetary Driveway  

Southborough, MA

Southborough/ M. Purple

TBA

Tuesday, October 10, 2017

7:30 AM

9:30 AM

Page 4

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total

0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 5

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 5

0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1

0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2

0 3 0 0 3 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 8

0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 37.5 0.0 0.0 37.5 0.0 0.0 0.0 0.0 0.0 0.0 62.5 0.0 0.0 62.5 0.0 0.0 0.0 0.0 0.0

5 0 3 0 8

Peak Hour Analysis from 07:30 AM to 09:30 AM begins at:   

Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total

0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 5

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 2 0 0 2 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 6

0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0

0.000 0.250 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.333 0.000 0.000 0.333 0.000 0.000 0.000 0.000 0.000 0.300

0 2 0 0 2 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 6

4 0 2 0 6

6 0 6 0 12

PDI File #: 175904 B

Location: N: Cordaville Road (Route 85) S: Cordaville Road (Route 85)  

Location: E: St. Mark's Golf Course W: Cemetary Driveway  

Count Date: Tuesday, October 10, 2017

Start Time: 7:30 AM

End Time: 9:30 AM

City, State: Southborough, MA

Client: Southborough/ M. Purple

Site Code: TBA

Class: Buses

Cordaville Road (Route 85) St. Mark's Golf Course Cordaville Road (Route 85) Cemetary Driveway

Total

  North East South West

7:30 AM

8:45 AM

Total

9:00 AM

9:15 AM

7:45 AM

Total

8:00 AM

8:15 AM

8:30 AM

Total

Exiting Leg Total

7:30 AM Cordaville Road (Route 85) St. Mark's Golf Course

Grand Total

Approach %

Total %

South West

Total 

Cordaville Road (Route 85) Cemetary Driveway

North East

PHF

Entering Leg

Exiting Leg

Total

7:30 AM

7:45 AM

8:00 AM

8:15 AM

Total Volume

% Approach Total

Page 5

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Right Thru Left U‐Turn CW‐EB CW‐WB Total Right Thru Left U‐Turn CW‐SB CW‐NB Total Right Thru Left U‐Turn CW‐WB CW‐EB Total Right Thru Left U‐Turn CW‐NB CW‐SB Total

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0 0 1 0 1

Peak Hour Analysis from 07:30 AM to 09:30 AM begins at: 

Right Thru Left U‐Turn CW‐EB CW‐WB Total Right Thru Left U‐Turn CW‐SB CW‐NB Total Right Thru Left U‐Turn CW‐WB CW‐EB Total Right Thru Left U‐Turn CW‐NB CW‐SB Total

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250

0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

0 0 1 0 1

1 0 1 0 2

Cordaville Road (Route 85) St. Mark's Golf Course Cordaville Road (Route 85)

Total

Cemetary Driveway

North East South West

Cemetary Driveway

 

7:30 AM

7:45 AM

Total

8:00 AM

Total

8:15 AM

8:30 AM

8:45 AM

Total

9:00 AM

9:15 AM

7:30 AM Cordaville Road (Route 85) St. Mark's Golf Course Cordaville Road (Route 85)

Grand Total

Approach %

Total %

Exiting Leg Total

8:00 AM

8:15 AM

Total Volume

% Approach Total

PHF

West

Total 

7:30 AM

7:45 AM

North East South

Entering Leg

Exiting Leg

Total

Class:

175904 B

N: Cordaville Road (Route 85) S: Cordaville Road (Route 85)  

E: St. Mark's Golf Course W: Cemetary Driveway  

Southborough, MA

Southborough/ M. Purple

TBA

Tuesday, October 10, 2017

7:30 AM

9:30 AM

Bicycles (on Roadway and Crosswalks)

PDI File #:

Location:

Location:

City, State:

Client:

Site Code:

Count Date:

Start Time:

End Time:

Page 6

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Right Thru Left U‐Turn CW‐EB CW‐WB Total Right Thru Left U‐Turn CW‐SB CW‐NB Total Right Thru Left U‐Turn CW‐WB CW‐EB Total Right Thru Left U‐Turn CW‐NB CW‐SB Total

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 2

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 2

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 2

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 50.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 50.0 100.0

0 0 0 2 2

Peak Hour Analysis from 07:30 AM to 09:30 AM begins at: 

Right Thru Left U‐Turn CW‐EB CW‐WB Total Right Thru Left U‐Turn CW‐SB CW‐NB Total Right Thru Left U‐Turn CW‐WB CW‐EB Total Right Thru Left U‐Turn CW‐NB CW‐SB Total

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 2

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 2

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 50.0

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.250 0.250 0.250

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 2

0 0 0 2 2

0 0 0 4 4

Entering Leg

Exiting Leg

Total

8:00 AM

8:15 AM

Total Volume

% Approach Total

PHF

West

Total 

7:30 AM

7:45 AM

Cemetary Driveway

North East South

7:30 AM Cordaville Road (Route 85) St. Mark's Golf Course Cordaville Road (Route 85)

Grand Total

Approach %

Total %

Exiting Leg Total

Total

8:15 AM

8:30 AM

8:45 AM

Total

9:00 AM

9:15 AM

7:30 AM

7:45 AM

Total

8:00 AM

Cordaville Road (Route 85) St. Mark's Golf Course Cordaville Road (Route 85)

Total

Cemetary Driveway

North East South West

Count Date:

Start Time:

End Time:

Class:

175904 B

N: Cordaville Road (Route 85) S: Cordaville Road (Route 85)  

E: St. Mark's Golf Course W: Cemetary Driveway  

Southborough, MA

Southborough/ M. Purple

TBA

Tuesday, October 10, 2017

7:30 AM

9:30 AM

Pedestrians

PDI File #:

Location:

Location:

City, State:

Client:

Site Code:

 

Page 7

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total

1 91 0 0 92 0 0 1 0 1 3 75 0 0 78 0 0 0 0 0 171

0 98 0 0 98 0 0 0 0 0 0 85 0 0 85 0 0 0 0 0 183

1 189 0 0 190 0 0 1 0 1 3 160 0 0 163 0 0 0 0 0 354

3 119 0 0 122 0 0 0 0 0 0 74 1 0 75 0 0 2 0 2 199

0 111 1 0 112 0 0 0 0 0 0 72 0 0 72 0 0 0 0 0 184

1 103 0 0 104 0 0 1 0 1 1 75 0 0 76 1 0 0 0 1 182

0 92 0 0 92 0 0 0 0 0 1 80 0 0 81 0 0 0 0 0 173

4 425 1 0 430 0 0 1 0 1 2 301 1 0 304 1 0 2 0 3 738

1 118 0 0 119 0 0 0 0 0 0 83 0 0 83 0 0 0 0 0 202

0 114 0 0 114 0 0 1 0 1 0 110 1 0 111 0 0 0 0 0 226

1 232 0 0 233 0 0 1 0 1 0 193 1 0 194 0 0 0 0 0 428

6 846 1 0 853 0 0 3 0 3 5 654 2 0 661 1 0 2 0 3 1520

0.7 99.2 0.1 0.0 0.0 0.0 100.0 0.0 0.8 98.9 0.3 0.0 33.3 0.0 66.7 0.0

0.4 55.7 0.1 0.0 56.1 0.0 0.0 0.2 0.0 0.2 0.3 43.0 0.1 0.0 43.5 0.1 0.0 0.1 0.0 0.2

656 6 850 8 1520

6 815 1 0 822 0 0 3 0 3 5 634 2 0 641 1 0 2 0 3 1469

100.0 96.3 100.0 0.0 96.4 0.0 0.0 100.0 0.0 100.0 100.0 96.9 100.0 0.0 97.0 100.0 0.0 100.0 0.0 100.0 96.6

636 6 819 8 1469

0 31 0 0 31 0 0 0 0 0 0 20 0 0 20 0 0 0 0 0 51

0.0 3.7 0.0 0.0 3.6 0.0 0.0 0.0 0.0 0.0 0.0 3.1 0.0 0.0 3.0 0.0 0.0 0.0 0.0 0.0 3.4

20 0 31 0 51 

Peak Hour Analysis from 02:30 PM to 04:30 PM begins at: 

Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total

1 103 0 0 104 0 0 1 0 1 1 75 0 0 76 1 0 0 0 1 182

0 92 0 0 92 0 0 0 0 0 1 80 0 0 81 0 0 0 0 0 173

1 118 0 0 119 0 0 0 0 0 0 83 0 0 83 0 0 0 0 0 202

0 114 0 0 114 0 0 1 0 1 0 110 1 0 111 0 0 0 0 0 226

2 427 0 0 429 0 0 2 0 2 2 348 1 0 351 1 0 0 0 1 783

0.5 99.5 0.0 0.0 0.0 0.0 100.0 0.0 0.6 99.1 0.3 0.0 100.0 0.0 0.0 0.0

0.500 0.905 0.000 0.000 0.901 0.000 0.000 0.500 0.000 0.500 0.500 0.791 0.250 0.000 0.791 0.250 0.000 0.000 0.000 0.250 0.866

2 414 0 0 416 0 0 2 0 2 2 340 1 0 343 1 0 0 0 1 762100.0 97.0 0.0 0.0 97.0 0.0 0.0 100.0 0.0 100.0 100.0 97.7 100.0 0.0 97.7 100.0 0.0 0.0 0.0 100.0 97.3

0 13 0 0 13 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 210.0 3.0 0.0 0.0 3.0 0.0 0.0 0.0 0.0 0.0 0.0 2.3 0.0 0.0 2.3 0.0 0.0 0.0 0.0 0.0 2.7

2 414 0 0 416 0 0 2 0 2 2 340 1 0 343 1 0 0 0 1 7620 13 0 0 13 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 212 427 0 0 429 0 0 2 0 2 2 348 1 0 351 1 0 0 0 1 783

340 2 417 3 7628   0 13 0 21

348 2 430 3 783

Cars and Heavy Vehicles (Combined)

PDI File #:

Location:

Location:

City, State:

Client:

Site Code:

Count Date:

Start Time:

End Time:

Class:

175904 BB

N: Cordaville Road (Route 85) S: Cordaville Road (Route 85)  

E: St. Mark's Golf Course W: Cemetary Driveway  

Southborough, MA

Southborough/ M. Purple

TBA

Tuesday, October 10, 2017

2:30 PM

4:30 PM

Exiting Leg Total

% Heavy Vehicles

 

 

Exiting Leg Total

Total %

Total

Total

Cars

Cars %

Heavy Vehicles

2:30 PM

Total

3:30 PM

3:45 PM

Total

4:00 PM

2:45 PM

Total

3:00 PM

3:15 PM

Heavy Enter Leg

Total Entering Leg

Cars Exiting Leg

Heavy Exiting Leg

Total Exiting Leg

Heavy Vehicles

Exiting Leg Total

% Cars

Cars

4:15 PM

Cordaville Road (Route 85)

% Approach Total

PHF

Cars Enter Leg

4:00 PM

4:15 PM

Heavy Vehicles % 

Total Volume

3:30 PM

3:45 PM

 

 Cemetary Driveway

North East WestSouth

Cordaville Road (Route 85) St. Mark's Golf Course3:30 PM

Approach %

Grand Total

Cemetary Driveway

North East South West

Cordaville Road (Route 85)Cordaville Road (Route 85) St. Mark's Golf Course

Page 1

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total

1 88 0 0 89 0 0 1 0 1 3 73 0 0 76 0 0 0 0 0 166

0 94 0 0 94 0 0 0 0 0 0 81 0 0 81 0 0 0 0 0 175

1 182 0 0 183 0 0 1 0 1 3 154 0 0 157 0 0 0 0 0 341

3 114 0 0 117 0 0 0 0 0 0 69 1 0 70 0 0 2 0 2 189

0 105 1 0 106 0 0 0 0 0 0 71 0 0 71 0 0 0 0 0 177

1 101 0 0 102 0 0 1 0 1 1 73 0 0 74 1 0 0 0 1 178

0 88 0 0 88 0 0 0 0 0 1 79 0 0 80 0 0 0 0 0 168

4 408 1 0 413 0 0 1 0 1 2 292 1 0 295 1 0 2 0 3 712

1 113 0 0 114 0 0 0 0 0 0 80 0 0 80 0 0 0 0 0 194

0 112 0 0 112 0 0 1 0 1 0 108 1 0 109 0 0 0 0 0 222

1 225 0 0 226 0 0 1 0 1 0 188 1 0 189 0 0 0 0 0 416

6 815 1 0 822 0 0 3 0 3 5 634 2 0 641 1 0 2 0 3 1469

0.7 99.1 0.1 0.0 0.0 0.0 100.0 0.0 0.8 98.9 0.3 0.0 33.3 0.0 66.7 0.0

0.4 55.5 0.1 0.0 56.0 0.0 0.0 0.2 0.0 0.2 0.3 43.2 0.1 0.0 43.6 0.1 0.0 0.1 0.0 0.2

636 6 819 8 1469

Peak Hour Analysis from 02:30 PM to 04:30 PM begins at: 

Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total

1 101 0 0 102 0 0 1 0 1 1 73 0 0 74 1 0 0 0 1 178

0 88 0 0 88 0 0 0 0 0 1 79 0 0 80 0 0 0 0 0 168

1 113 0 0 114 0 0 0 0 0 0 80 0 0 80 0 0 0 0 0 194

0 112 0 0 112 0 0 1 0 1 0 108 1 0 109 0 0 0 0 0 222

2 414 0 0 416 0 0 2 0 2 2 340 1 0 343 1 0 0 0 1 762

0.5 99.5 0.0 0.0 0.0 0.0 100.0 0.0 0.6 99.1 0.3 0.0 100.0 0.0 0.0 0.0

0.500 0.916 0.000 0.000 0.912 0.000 0.000 0.500 0.000 0.500 0.500 0.787 0.250 0.000 0.787 0.250 0.000 0.000 0.000 0.250 0.858

2 414 0 0 416 0 0 2 0 2 2 340 1 0 343 1 0 0 0 1 762

340 2 417 3 762

756 4 760 4 1524

East South West

St. Mark's Golf Course Cordaville Road (Route 85) Cemetary Driveway

North

Cordaville Road (Route 85)

175904 BB

N: Cordaville Road (Route 85) S: Cordaville Road (Route 85)  

E: St. Mark's Golf Course W: Cemetary Driveway  

Southborough, MA

Southborough/ M. Purple

TBA

Tuesday, October 10, 2017

2:30 PM

4:30 PM

Cemetary Driveway

East South West

Cordaville Road (Route 85)Cordaville Road (Route 85)

Cars

PDI File #:

Location:

Location:

City, State:

St. Mark's Golf Course

 

Client:

Site Code:

Count Date:

Start Time:

End Time:

Class:

2:30 PM

2:45 PM

Total

4:00 PM

4:15 PM

Total

3:00 PM

3:15 PM

3:30 PM

3:45 PM

Total

Grand Total

Approach %

Total %

Exiting Leg Total

3:30 PM

North

% Approach Total

Total

Total 

3:30 PM

3:45 PM

4:00 PM

4:15 PM

Entering Leg

Exiting Leg

Total

PHF

Total Volume

Page 2

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total

0 3 0 0 3 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 5

0 4 0 0 4 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 8

0 7 0 0 7 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 13

0 5 0 0 5 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 10

0 6 0 0 6 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 7

0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 4

0 4 0 0 4 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 5

0 17 0 0 17 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 26

0 5 0 0 5 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 8

0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 4

0 7 0 0 7 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 12

0 31 0 0 31 0 0 0 0 0 0 20 0 0 20 0 0 0 0 0 51

0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 60.8 0.0 0.0 60.8 0.0 0.0 0.0 0.0 0.0 0.0 39.2 0.0 0.0 39.2 0.0 0.0 0.0 0.0 0.0

20 0 31 0 51

0 26 0 0 26 0 0 0 0 0 0 20 0 0 20 0 0 0 0 0 46

0.0 83.9 0.0 0.0 83.9 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 90.2

20 0 26 0 46

0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5

0.0 16.1 0.0 0.0 16.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.8

0 0 5 0 5 

Peak Hour Analysis from 02:30 PM to 04:30 PM begins at: 

Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total

0 3 0 0 3 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 5

0 4 0 0 4 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 8

0 5 0 0 5 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 10

0 6 0 0 6 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 7

0 18 0 0 18 0 0 0 0 0 0 12 0 0 12 0 0 0 0 0 30

0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0

0.000 0.750 0.000 0.000 0.750 0.000 0.000 0.000 0.000 0.000 0.000 0.600 0.000 0.000 0.600 0.000 0.000 0.000 0.000 0.000 0.750

0 15 0 0 15 0 0 0 0 0 0 12 0 0 12 0 0 0 0 0 270.0 83.3 0.0 0.0 83.3 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 90.00 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3

0.0 16.7 0.0 0.0 16.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0

0 15 0 0 15 0 0 0 0 0 0 12 0 0 12 0 0 0 0 0 270 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30 18 0 0 18 0 0 0 0 0 0 12 0 0 12 0 0 0 0 0 30

12   0 15 0 270 0 3 0 312 0 18 0 30

Trucks Exiting Leg

Buses Exiting Leg

Total Exiting Leg

Buses % 

Trucks Enter Leg

Bus Enter Leg

Total Entering Leg

 

Large Trucks

Large Trucks %

Buses

2:45 PM

3:00 PM

3:15 PMTotal Volume

% Approach Total

PHF

West

Total

2:30 PM

  North East South

2:30 PM Cordaville Road (Route 85) St. Mark's Golf Course Cordaville Road (Route 85) Cemetary Driveway

% Large Trucks

Exiting Leg Total

Buses

% Buses

Exiting Leg Total

Exiting Leg Total

Large Trucks

Grand Total

Approach %

Total %

Total

3:45 PM

Total

4:00 PM

4:15 PM

2:45 PM

Total

3:00 PM

3:15 PM

3:30 PM

2:30 PM

Total

Cemetary Driveway

  North East South West

Class: Heavy Vehicles (Combined‐Large Trucks and Buses)

  Cordaville Road (Route 85) St. Mark's Golf Course Cordaville Road (Route 85)

End Time: 4:30 PM

City, State: Southborough, MA

Client: Southborough/ M. Purple

Site Code: TBA

PDI File #: 175904 BB

Location: N: Cordaville Road (Route 85) S: Cordaville Road (Route 85)  

Location: E: St. Mark's Golf Course W: Cemetary Driveway  

Count Date: Tuesday, October 10, 2017

Start Time: 2:30 PM

Page 3

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total

0 3 0 0 3 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 5

0 3 0 0 3 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 7

0 6 0 0 6 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 12

0 3 0 0 3 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 8

0 6 0 0 6 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 7

0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 4

0 4 0 0 4 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 5

0 15 0 0 15 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 24

0 4 0 0 4 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 7

0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3

0 5 0 0 5 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 10

0 26 0 0 26 0 0 0 0 0 0 20 0 0 20 0 0 0 0 0 46

0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 56.5 0.0 0.0 56.5 0.0 0.0 0.0 0.0 0.0 0.0 43.5 0.0 0.0 43.5 0.0 0.0 0.0 0.0 0.0

20 0 26 0 46

Peak Hour Analysis from 02:30 PM to 04:30 PM begins at:   

Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total

0 3 0 0 3 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 5

0 3 0 0 3 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 7

0 3 0 0 3 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 8

0 6 0 0 6 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 7

0 15 0 0 15 0 0 0 0 0 0 12 0 0 12 0 0 0 0 0 27

0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0

0.000 0.625 0.000 0.000 0.625 0.000 0.000 0.000 0.000 0.000 0.000 0.600 0.000 0.000 0.600 0.000 0.000 0.000 0.000 0.000 0.844

0 15 0 0 15 0 0 0 0 0 0 12 0 0 12 0 0 0 0 0 27

12 0 15 0 27

27 0 27 0 54

Large Trucks

PDI File #:

Location:

Location:

City, State:

Client:

Site Code:

Count Date:

Start Time:

End Time:

Class:

175904 BB

N: Cordaville Road (Route 85) S: Cordaville Road (Route 85)  

E: St. Mark's Golf Course W: Cemetary Driveway  

Southborough, MA

Southborough/ M. Purple

TBA

Tuesday, October 10, 2017

2:30 PM

4:30 PM

Entering Leg

Exiting Leg

Total

3:00 PM

3:15 PM

Total Volume

% Approach Total

PHF

West

Total 

2:30 PM

2:45 PM

North East South

2:30 PM Cordaville Road (Route 85) St. Mark's Golf Course Cordaville Road (Route 85)

Grand Total

Approach %

Total %

Exiting Leg Total

Total

3:30 PM

3:45 PM

Total

4:00 PM

4:15 PM

2:30 PM

2:45 PM

Total

3:00 PM

3:15 PM

 

Cordaville Road (Route 85) St. Mark's Golf Course Cordaville Road (Route 85)

Total

Cemetary Driveway

North East South West

Cemetary Driveway

Page 4

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2

0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2

0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5

0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 100.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0 0 5 0 5

Peak Hour Analysis from 02:30 PM to 04:30 PM begins at:   

Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3

0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.000 0.375 0.000 0.000 0.375 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.375

0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3

0 0 3 0 3

3 0 3 0 6

PHF

Entering Leg

Exiting Leg

Total

2:30 PM

2:45 PM

3:00 PM

3:15 PM

Total Volume

% Approach Total

South West

Total 

Cordaville Road (Route 85) Cemetary Driveway

North East

Exiting Leg Total

2:30 PM Cordaville Road (Route 85) St. Mark's Golf Course

Grand Total

Approach %

Total %

Total

3:45 PM

Total

4:00 PM

4:15 PM

2:45 PM

Total

3:00 PM

3:15 PM

3:30 PM

2:30 PM

Total

  North East South West

Class: Buses

Cordaville Road (Route 85) St. Mark's Golf Course Cordaville Road (Route 85) Cemetary Driveway

End Time: 4:30 PM

City, State: Southborough, MA

Client: Southborough/ M. Purple

Site Code: TBA

PDI File #: 175904 BB

Location: N: Cordaville Road (Route 85) S: Cordaville Road (Route 85)  

Location: E: St. Mark's Golf Course W: Cemetary Driveway  

Count Date: Tuesday, October 10, 2017

Start Time: 2:30 PM

Page 5

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Right Thru Left U‐Turn CW‐EB CW‐WB Total Right Thru Left U‐Turn CW‐SB CW‐NB Total Right Thru Left U‐Turn CW‐WB CW‐EB Total Right Thru Left U‐Turn CW‐NB CW‐SB Total

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0 0 0 0 0

Peak Hour Analysis from 02:30 PM to 04:30 PM begins at: 

Right Thru Left U‐Turn CW‐EB CW‐WB Total Right Thru Left U‐Turn CW‐SB CW‐NB Total Right Thru Left U‐Turn CW‐WB CW‐EB Total Right Thru Left U‐Turn CW‐NB CW‐SB Total

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

Class:

175904 BB

N: Cordaville Road (Route 85) S: Cordaville Road (Route 85)  

E: St. Mark's Golf Course W: Cemetary Driveway  

Southborough, MA

Southborough/ M. Purple

TBA

Tuesday, October 10, 2017

2:30 PM

4:30 PM

Bicycles (on Roadway and Crosswalks)

PDI File #:

Location:

Location:

City, State:

Client:

Site Code:

Count Date:

Start Time:

End Time:

Entering Leg

Exiting Leg

Total

3:00 PM

3:15 PM

Total Volume

% Approach Total

PHF

West

Total 

2:30 PM

2:45 PM

North East South

2:30 PM Cordaville Road (Route 85) St. Mark's Golf Course Cordaville Road (Route 85)

Grand Total

Approach %

Total %

Exiting Leg Total

Total

3:30 PM

3:45 PM

Total

4:00 PM

4:15 PM

2:30 PM

2:45 PM

Total

3:00 PM

3:15 PM

 

Cordaville Road (Route 85) St. Mark's Golf Course Cordaville Road (Route 85)

Total

Cemetary Driveway

North East South West

Cemetary Driveway

Page 6

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

Right Thru Left U‐Turn CW‐EB CW‐WB Total Right Thru Left U‐Turn CW‐SB CW‐NB Total Right Thru Left U‐Turn CW‐WB CW‐EB Total Right Thru Left U‐Turn CW‐NB CW‐SB Total

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 2

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 50.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 50.0 100.0

0 0 0 2 2

Peak Hour Analysis from 02:30 PM to 04:30 PM begins at: 

Right Thru Left U‐Turn CW‐EB CW‐WB Total Right Thru Left U‐Turn CW‐SB CW‐NB Total Right Thru Left U‐Turn CW‐WB CW‐EB Total Right Thru Left U‐Turn CW‐NB CW‐SB Total

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

 

Count Date:

Start Time:

End Time:

Class:

175904 BB

N: Cordaville Road (Route 85) S: Cordaville Road (Route 85)  

E: St. Mark's Golf Course W: Cemetary Driveway  

Southborough, MA

Southborough/ M. Purple

TBA

Tuesday, October 10, 2017

2:30 PM

4:30 PM

Pedestrians

PDI File #:

Location:

Location:

City, State:

Client:

Site Code:

Cordaville Road (Route 85) St. Mark's Golf Course Cordaville Road (Route 85)

Total

Cemetary Driveway

North East South West

2:30 PM

2:45 PM

Total

3:00 PM

3:15 PM

Total

3:30 PM

3:45 PM

Total

4:00 PM

4:15 PM

Grand Total

Approach %

Total %

Exiting Leg Total

Cemetary Driveway

North East South

2:30 PM Cordaville Road (Route 85) St. Mark's Golf Course Cordaville Road (Route 85)

3:00 PM

3:15 PM

Total Volume

% Approach Total

PHF

West

Total 

2:30 PM

2:45 PM

Entering Leg

Exiting Leg

Total

Page 7

PRECISIOND A T AINDUSTRIES, LLC

46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118

Email: datarequests@pdillc.com

\\vhb\proj\Worcester\14060.00\docs\memos\Traffic Impact Memo 14060.00 11-27-17.docx

Capacity Analysis Worksheets

14060.00 :: Southborough Public Safety Complex 3: Route 85 & Cemetery/St Marks

HCM Unsignalized Intersection Capacity Analysis 2017 Existing Traffic Volumes - Weekday AM

14060.00 :: Southborough Public Safety Complex 11/30/2017 2017 Existing Traffic Volumes - Weekday AM Synchro 9 Report

GJR Page 1

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Lane Configurations

Traffic Volume (veh/h) 1 0 1 0 0 1 2 505 0 1 500 1

Future Volume (Veh/h) 1 0 1 0 0 1 2 505 0 1 500 1

Sign Control Stop Stop Free Free

Grade 0% 0% 0% 0%

Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92

Hourly flow rate (vph) 1 0 1 0 0 1 2 549 0 1 543 1

Pedestrians

Lane Width (ft)

Walking Speed (ft/s)

Percent Blockage

Right turn flare (veh)

Median type None None

Median storage veh)

Upstream signal (ft) 1246

pX, platoon unblocked

vC, conflicting volume 1100 1098 544 1100 1099 549 544 549

vC1, stage 1 conf vol

vC2, stage 2 conf vol

vCu, unblocked vol 1100 1098 544 1100 1099 549 544 549

tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1

tC, 2 stage (s)

tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2

p0 queue free % 99 100 100 100 100 100 100 100

cM capacity (veh/h) 189 212 539 189 212 535 1025 1021

Direction, Lane # EB 1 WB 1 NB 1 SB 1

Volume Total 2 1 551 545

Volume Left 1 0 2 1

Volume Right 1 1 0 1

cSH 280 535 1025 1021

Volume to Capacity 0.01 0.00 0.00 0.00

Queue Length 95th (ft) 1 0 0 0

Control Delay (s) 18.0 11.7 0.1 0.0

Lane LOS C B A A

Approach Delay (s) 18.0 11.7 0.1 0.0

Approach LOS C B

Intersection Summary

Average Delay 0.1

Intersection Capacity Utilization 38.1% ICU Level of Service A

Analysis Period (min) 15

14060.00 :: Southborough Public Safety Complex 6: Route 85 & Woodward School

HCM Unsignalized Intersection Capacity Analysis 2017 Existing Traffic Volumes - Weekday AM

14060.00 :: Southborough Public Safety Complex 11/30/2017 2017 Existing Traffic Volumes - Weekday AM Synchro 9 Report

GJR Page 2

Movement WBL WBR NBT NBR SBL SBT

Lane Configurations

Traffic Volume (veh/h) 45 45 455 50 50 455

Future Volume (Veh/h) 45 45 455 50 50 455

Sign Control Stop Free Free

Grade 0% 0% 0%

Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92

Hourly flow rate (vph) 49 49 495 54 54 495

Pedestrians

Lane Width (ft)

Walking Speed (ft/s)

Percent Blockage

Right turn flare (veh)

Median type None None

Median storage veh)

Upstream signal (ft) 407

pX, platoon unblocked 0.87

vC, conflicting volume 1125 522 549

vC1, stage 1 conf vol

vC2, stage 2 conf vol

vCu, unblocked vol 1070 522 549

tC, single (s) 6.4 6.2 4.1

tC, 2 stage (s)

tF (s) 3.5 3.3 2.2

p0 queue free % 76 91 95

cM capacity (veh/h) 202 555 1021

Direction, Lane # WB 1 NB 1 SB 1

Volume Total 98 549 549

Volume Left 49 0 54

Volume Right 49 54 0

cSH 296 1700 1021

Volume to Capacity 0.33 0.32 0.05

Queue Length 95th (ft) 35 0 4

Control Delay (s) 23.0 0.0 1.4

Lane LOS C A

Approach Delay (s) 23.0 0.0 1.4

Approach LOS C

Intersection Summary

Average Delay 2.6

Intersection Capacity Utilization 68.9% ICU Level of Service C

Analysis Period (min) 15

14060.00 :: Southborough Public Safety Complex 3: Route 85 & Cemetery/St Marks

HCM Unsignalized Intersection Capacity Analysis 2017 Existing Traffic Volumes - Weekday PM

14060.00 :: Southborough Public Safety Complex 11/30/2017 2017 Existing Traffic Volumes - Weekday PM Synchro 9 Report

GJR Page 1

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Lane Configurations

Traffic Volume (veh/h) 2 0 1 1 0 0 1 395 2 1 515 5

Future Volume (Veh/h) 2 0 1 1 0 0 1 395 2 1 515 5

Sign Control Stop Stop Free Free

Grade 0% 0% 0% 0%

Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92

Hourly flow rate (vph) 2 0 1 1 0 0 1 429 2 1 560 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) 1246

pX, platoon unblocked

vC, conflicting volume 996 998 562 998 999 430 565 431

vC1, stage 1 conf vol

vC2, stage 2 conf vol

vCu, unblocked vol 996 998 562 998 999 430 565 431

tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1

tC, 2 stage (s)

tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2

p0 queue free % 99 100 100 100 100 100 100 100

cM capacity (veh/h) 223 243 526 222 243 625 1007 1129

Direction, Lane # EB 1 WB 1 NB 1 SB 1

Volume Total 3 1 432 566

Volume Left 2 1 1 1

Volume Right 1 0 2 5

cSH 276 222 1007 1129

Volume to Capacity 0.01 0.00 0.00 0.00

Queue Length 95th (ft) 1 0 0 0

Control Delay (s) 18.2 21.3 0.0 0.0

Lane LOS C C A A

Approach Delay (s) 18.2 21.3 0.0 0.0

Approach LOS C C

Intersection Summary

Average Delay 0.1

Intersection Capacity Utilization 38.1% ICU Level of Service A

Analysis Period (min) 15

14060.00 :: Southborough Public Safety Complex 6: Route 85 & Woodward School

HCM Unsignalized Intersection Capacity Analysis 2017 Existing Traffic Volumes - Weekday PM

14060.00 :: Southborough Public Safety Complex 11/30/2017 2017 Existing Traffic Volumes - Weekday PM Synchro 9 Report

GJR Page 2

Movement WBL WBR NBT NBR SBL SBT

Lane Configurations

Traffic Volume (veh/h) 55 55 360 35 35 465

Future Volume (Veh/h) 55 55 360 35 35 465

Sign Control Stop Free Free

Grade 0% 0% 0%

Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92

Hourly flow rate (vph) 60 60 391 38 38 505

Pedestrians

Lane Width (ft)

Walking Speed (ft/s)

Percent Blockage

Right turn flare (veh)

Median type None None

Median storage veh)

Upstream signal (ft) 407

pX, platoon unblocked 0.92

vC, conflicting volume 991 410 429

vC1, stage 1 conf vol

vC2, stage 2 conf vol

vCu, unblocked vol 945 410 429

tC, single (s) 6.4 6.2 4.1

tC, 2 stage (s)

tF (s) 3.5 3.3 2.2

p0 queue free % 77 91 97

cM capacity (veh/h) 258 642 1130

Direction, Lane # WB 1 NB 1 SB 1

Volume Total 120 429 543

Volume Left 60 0 38

Volume Right 60 38 0

cSH 368 1700 1130

Volume to Capacity 0.33 0.25 0.03

Queue Length 95th (ft) 35 0 3

Control Delay (s) 19.5 0.0 0.9

Lane LOS C A

Approach Delay (s) 19.5 0.0 0.9

Approach LOS C

Intersection Summary

Average Delay 2.6

Intersection Capacity Utilization 63.9% ICU Level of Service B

Analysis Period (min) 15

14060.00 :: Southborough Public Safety Complex 3: Route 85 & Cemetery/St Marks

HCM Unsignalized Intersection Capacity Analysis 2024 No-BuildTraffic Volumes - Weekday AM

14060.00 :: Southborough Public Safety Complex 11/30/2017 2024 No-BuildTraffic Volumes - Weekday AM Synchro 9 Report

GJR Page 1

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Lane Configurations

Traffic Volume (veh/h) 1 0 1 0 0 1 0 540 2 1 535 1

Future Volume (Veh/h) 1 0 1 0 0 1 0 540 2 1 535 1

Sign Control Stop Stop Free Free

Grade 0% 0% 0% 0%

Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92

Hourly flow rate (vph) 1 0 1 0 0 1 0 587 2 1 582 1

Pedestrians

Lane Width (ft)

Walking Speed (ft/s)

Percent Blockage

Right turn flare (veh)

Median type None None

Median storage veh)

Upstream signal (ft) 1246

pX, platoon unblocked 1.00 1.00 1.00 1.00 1.00 1.00

vC, conflicting volume 1174 1174 582 1174 1173 588 583 589

vC1, stage 1 conf vol

vC2, stage 2 conf vol

vCu, unblocked vol 1172 1172 579 1172 1172 588 579 589

tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1

tC, 2 stage (s)

tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2

p0 queue free % 99 100 100 100 100 100 100 100

cM capacity (veh/h) 168 191 513 168 191 509 991 986

Direction, Lane # EB 1 WB 1 NB 1 SB 1

Volume Total 2 1 589 584

Volume Left 1 0 0 1

Volume Right 1 1 2 1

cSH 253 509 991 986

Volume to Capacity 0.01 0.00 0.00 0.00

Queue Length 95th (ft) 1 0 0 0

Control Delay (s) 19.3 12.1 0.0 0.0

Lane LOS C B A

Approach Delay (s) 19.3 12.1 0.0 0.0

Approach LOS C B

Intersection Summary

Average Delay 0.1

Intersection Capacity Utilization 39.0% ICU Level of Service A

Analysis Period (min) 15

14060.00 :: Southborough Public Safety Complex 6: Route 85 & Woodward School

HCM Unsignalized Intersection Capacity Analysis 2024 No-BuildTraffic Volumes - Weekday AM

14060.00 :: Southborough Public Safety Complex 11/30/2017 2024 No-BuildTraffic Volumes - Weekday AM Synchro 9 Report

GJR Page 2

Movement WBL WBR NBT NBR SBL SBT

Lane Configurations

Traffic Volume (veh/h) 45 45 490 50 50 490

Future Volume (Veh/h) 45 45 490 50 50 490

Sign Control Stop Free Free

Grade 0% 0% 0%

Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92

Hourly flow rate (vph) 49 49 533 54 54 533

Pedestrians

Lane Width (ft)

Walking Speed (ft/s)

Percent Blockage

Right turn flare (veh)

Median type None None

Median storage veh)

Upstream signal (ft) 407

pX, platoon unblocked 0.87

vC, conflicting volume 1201 560 587

vC1, stage 1 conf vol

vC2, stage 2 conf vol

vCu, unblocked vol 1155 560 587

tC, single (s) 6.4 6.2 4.1

tC, 2 stage (s)

tF (s) 3.5 3.3 2.2

p0 queue free % 73 91 95

cM capacity (veh/h) 178 528 988

Direction, Lane # WB 1 NB 1 SB 1

Volume Total 98 587 587

Volume Left 49 0 54

Volume Right 49 54 0

cSH 267 1700 988

Volume to Capacity 0.37 0.35 0.05

Queue Length 95th (ft) 40 0 4

Control Delay (s) 26.1 0.0 1.5

Lane LOS D A

Approach Delay (s) 26.1 0.0 1.5

Approach LOS D

Intersection Summary

Average Delay 2.7

Intersection Capacity Utilization 72.6% ICU Level of Service C

Analysis Period (min) 15

14060.00 :: Southborough Public Safety Complex 3: Route 85 & Cemetery/St Marks

HCM Unsignalized Intersection Capacity Analysis 2024 No-Build Traffic Volumes - Weekday PM

14060.00 :: Southborough Public Safety Complex 11/30/2017 2024 No-Build Traffic Volumes - Weekday PM Synchro 9 Report

GJR Page 1

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Lane Configurations

Traffic Volume (veh/h) 2 0 1 1 0 0 1 425 2 1 550 5

Future Volume (Veh/h) 2 0 1 1 0 0 1 425 2 1 550 5

Sign Control Stop Stop Free Free

Grade 0% 0% 0% 0%

Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92

Hourly flow rate (vph) 2 0 1 1 0 0 1 462 2 1 598 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) 1246

pX, platoon unblocked

vC, conflicting volume 1068 1068 600 1068 1070 463 603 464

vC1, stage 1 conf vol

vC2, stage 2 conf vol

vCu, unblocked vol 1068 1068 600 1068 1070 463 603 464

tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1

tC, 2 stage (s)

tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2

p0 queue free % 99 100 100 99 100 100 100 100

cM capacity (veh/h) 199 221 501 199 221 599 975 1097

Direction, Lane # EB 1 WB 1 NB 1 SB 1

Volume Total 3 1 465 604

Volume Left 2 1 1 1

Volume Right 1 0 2 5

cSH 249 199 975 1097

Volume to Capacity 0.01 0.01 0.00 0.00

Queue Length 95th (ft) 1 0 0 0

Control Delay (s) 19.6 23.2 0.0 0.0

Lane LOS C C A A

Approach Delay (s) 19.6 23.2 0.0 0.0

Approach LOS C C

Intersection Summary

Average Delay 0.1

Intersection Capacity Utilization 40.0% ICU Level of Service A

Analysis Period (min) 15

14060.00 :: Southborough Public Safety Complex 6: Route 85 & Woodward School

HCM Unsignalized Intersection Capacity Analysis 2024 No-Build Traffic Volumes - Weekday PM

14060.00 :: Southborough Public Safety Complex 11/30/2017 2024 No-Build Traffic Volumes - Weekday PM Synchro 9 Report

GJR Page 2

Movement WBL WBR NBT NBR SBL SBT

Lane Configurations

Traffic Volume (veh/h) 55 55 360 35 35 465

Future Volume (Veh/h) 55 55 360 35 35 465

Sign Control Stop Free Free

Grade 0% 0% 0%

Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92

Hourly flow rate (vph) 60 60 391 38 38 505

Pedestrians

Lane Width (ft)

Walking Speed (ft/s)

Percent Blockage

Right turn flare (veh)

Median type None None

Median storage veh)

Upstream signal (ft) 407

pX, platoon unblocked 0.92

vC, conflicting volume 991 410 429

vC1, stage 1 conf vol

vC2, stage 2 conf vol

vCu, unblocked vol 945 410 429

tC, single (s) 6.4 6.2 4.1

tC, 2 stage (s)

tF (s) 3.5 3.3 2.2

p0 queue free % 77 91 97

cM capacity (veh/h) 258 642 1130

Direction, Lane # WB 1 NB 1 SB 1

Volume Total 120 429 543

Volume Left 60 0 38

Volume Right 60 38 0

cSH 368 1700 1130

Volume to Capacity 0.33 0.25 0.03

Queue Length 95th (ft) 35 0 3

Control Delay (s) 19.5 0.0 0.9

Lane LOS C A

Approach Delay (s) 19.5 0.0 0.9

Approach LOS C

Intersection Summary

Average Delay 2.6

Intersection Capacity Utilization 63.9% ICU Level of Service B

Analysis Period (min) 15

14060.00 :: Southborough Public Safety Complex 3: Route 85 & Cemetery/St Marks

HCM Unsignalized Intersection Capacity Analysis 2024 Build Traffic Volumes - Weekday AM

14060.00 :: Southborough Public Safety Complex 11/30/2017 2024 Build Traffic Volumes - Weekday AM Synchro 9 Report

GJR Page 1

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Lane Configurations

Traffic Volume (veh/h) 1 0 1 5 0 10 0 535 10 20 535 1

Future Volume (Veh/h) 1 0 1 5 0 10 0 535 10 20 535 1

Sign Control Stop Stop Free Free

Grade 0% 0% 0% 0%

Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92

Hourly flow rate (vph) 1 0 1 5 0 11 0 582 11 22 582 1

Pedestrians

Lane Width (ft)

Walking Speed (ft/s)

Percent Blockage

Right turn flare (veh)

Median type None None

Median storage veh)

Upstream signal (ft) 1246

pX, platoon unblocked 0.99 0.99 0.99 0.99 0.99 0.99

vC, conflicting volume 1225 1220 582 1215 1214 588 583 593

vC1, stage 1 conf vol

vC2, stage 2 conf vol

vCu, unblocked vol 1221 1216 570 1211 1211 588 571 593

tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1

tC, 2 stage (s)

tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2

p0 queue free % 99 100 100 97 100 98 100 98

cM capacity (veh/h) 149 175 514 154 176 509 989 983

Direction, Lane # EB 1 WB 1 NB 1 SB 1

Volume Total 2 16 593 605

Volume Left 1 5 0 22

Volume Right 1 11 11 1

cSH 231 296 989 983

Volume to Capacity 0.01 0.05 0.00 0.02

Queue Length 95th (ft) 1 4 0 2

Control Delay (s) 20.8 17.9 0.0 0.6

Lane LOS C C A

Approach Delay (s) 20.8 17.9 0.0 0.6

Approach LOS C C

Intersection Summary

Average Delay 0.6

Intersection Capacity Utilization 54.4% ICU Level of Service A

Analysis Period (min) 15

14060.00 :: Southborough Public Safety Complex 6: Route 85 & Woodward School

HCM Unsignalized Intersection Capacity Analysis 2024 Build Traffic Volumes - Weekday AM

14060.00 :: Southborough Public Safety Complex 11/30/2017 2024 Build Traffic Volumes - Weekday AM Synchro 9 Report

GJR Page 2

Movement WBL WBR NBT NBR SBL SBT

Lane Configurations

Traffic Volume (veh/h) 45 45 495 45 40 505

Future Volume (Veh/h) 45 45 495 45 40 505

Sign Control Stop Free Free

Grade 0% 0% 0%

Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92

Hourly flow rate (vph) 49 49 538 49 43 549

Pedestrians

Lane Width (ft)

Walking Speed (ft/s)

Percent Blockage

Right turn flare (veh)

Median type None None

Median storage veh)

Upstream signal (ft) 407

pX, platoon unblocked 0.87

vC, conflicting volume 1198 562 587

vC1, stage 1 conf vol

vC2, stage 2 conf vol

vCu, unblocked vol 1151 562 587

tC, single (s) 6.4 6.2 4.1

tC, 2 stage (s)

tF (s) 3.5 3.3 2.2

p0 queue free % 73 91 96

cM capacity (veh/h) 182 526 988

Direction, Lane # WB 1 NB 1 SB 1

Volume Total 98 587 592

Volume Left 49 0 43

Volume Right 49 49 0

cSH 270 1700 988

Volume to Capacity 0.36 0.35 0.04

Queue Length 95th (ft) 40 0 3

Control Delay (s) 25.7 0.0 1.2

Lane LOS D A

Approach Delay (s) 25.7 0.0 1.2

Approach LOS D

Intersection Summary

Average Delay 2.5

Intersection Capacity Utilization 71.5% ICU Level of Service C

Analysis Period (min) 15

14060.00 :: Southborough Public Safety Complex 3: Route 85 & Cemetery/St Marks

HCM Unsignalized Intersection Capacity Analysis 2024 Build Traffic Volumes - Weekday PM

14060.00 :: Southborough Public Safety Complex 11/30/2017 2024 Build Traffic Volumes - Weekday PM Synchro 9 Report

GJR Page 1

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Lane Configurations

Traffic Volume (veh/h) 2 0 1 5 0 5 1 420 10 15 550 5

Future Volume (Veh/h) 2 0 1 5 0 5 1 420 10 15 550 5

Sign Control Stop Stop Free Free

Grade 0% 0% 0% 0%

Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92

Hourly flow rate (vph) 2 0 1 5 0 5 1 457 11 16 598 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) 1246

pX, platoon unblocked

vC, conflicting volume 1102 1102 600 1098 1100 462 603 468

vC1, stage 1 conf vol

vC2, stage 2 conf vol

vCu, unblocked vol 1102 1102 600 1098 1100 462 603 468

tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1

tC, 2 stage (s)

tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2

p0 queue free % 99 100 100 97 100 99 100 99

cM capacity (veh/h) 185 208 501 188 209 599 975 1094

Direction, Lane # EB 1 WB 1 NB 1 SB 1

Volume Total 3 10 469 619

Volume Left 2 5 1 16

Volume Right 1 5 11 5

cSH 234 286 975 1094

Volume to Capacity 0.01 0.03 0.00 0.01

Queue Length 95th (ft) 1 3 0 1

Control Delay (s) 20.6 18.1 0.0 0.4

Lane LOS C C A A

Approach Delay (s) 20.6 18.1 0.0 0.4

Approach LOS C C

Intersection Summary

Average Delay 0.5

Intersection Capacity Utilization 50.6% ICU Level of Service A

Analysis Period (min) 15

14060.00 :: Southborough Public Safety Complex 6: Route 85 & Woodward School

HCM Unsignalized Intersection Capacity Analysis 2024 Build Traffic Volumes - Weekday PM

14060.00 :: Southborough Public Safety Complex 11/30/2017 2024 Build Traffic Volumes - Weekday PM Synchro 9 Report

GJR Page 2

Movement WBL WBR NBT NBR SBL SBT

Lane Configurations

Traffic Volume (veh/h) 55 55 390 30 25 510

Future Volume (Veh/h) 55 55 390 30 25 510

Sign Control Stop Free Free

Grade 0% 0% 0%

Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92

Hourly flow rate (vph) 60 60 424 33 27 554

Pedestrians

Lane Width (ft)

Walking Speed (ft/s)

Percent Blockage

Right turn flare (veh)

Median type None None

Median storage veh)

Upstream signal (ft) 407

pX, platoon unblocked 0.92

vC, conflicting volume 1048 440 457

vC1, stage 1 conf vol

vC2, stage 2 conf vol

vCu, unblocked vol 1008 440 457

tC, single (s) 6.4 6.2 4.1

tC, 2 stage (s)

tF (s) 3.5 3.3 2.2

p0 queue free % 75 90 98

cM capacity (veh/h) 239 617 1104

Direction, Lane # WB 1 NB 1 SB 1

Volume Total 120 457 581

Volume Left 60 0 27

Volume Right 60 33 0

cSH 344 1700 1104

Volume to Capacity 0.35 0.27 0.02

Queue Length 95th (ft) 38 0 2

Control Delay (s) 21.0 0.0 0.7

Lane LOS C A

Approach Delay (s) 21.0 0.0 0.7

Approach LOS C

Intersection Summary

Average Delay 2.5

Intersection Capacity Utilization 60.3% ICU Level of Service B

Analysis Period (min) 15