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vhb Traffic Study 6-18-19
cif To: Mr. Robert McGann Date: June 18, 2019 S�V Director of Real Estate Colbea Enterprises, LLC 7 Starline Way, Cranston, RI 02921 From: Randall C. Hart, Principal Myles Baidy Introduction Project #: 52516.06 Re: Proposed Seasons Corner Market Station Avenue Yarmouth, Massachusetts Mernorandum On behalf of Colbea Enterprises, L.L.0 VHB, Inc. has conducted a traffic impact and access study to assess the potential traffic impacts associated with the proposed Seasons Corner Market to be located at 473,479, and a portion of 487 Station Avenue in Yarmouth, Massachusetts. The proposed Project will involve the development of a Seasons Corner Market which includes a convenience store, coffee co -brand with drive-thru and a 12-position fueling facility. The building is approximately 3,600 sf with a basement that will be used just for storage. Parking will consist of 28 marked parking spaces (2 of which are handicap accessible). This memorandum has been prepared to be responsive to comments and questions that were raised in the April 24, 2019 Cape Cod Commission Traffic Study Peer Review of the original Traffic Memorandum. Informed by that document the project study area was extended both north and south along Station Avenue, and additional analyses have been prepared and provided. This memorandum includes an evaluation of the existing traffic operations and safety; an assessment of future conditions with and without the Project; an estimate of projected traffic volumes for the Project and its potential impact on future traffic operations in the area. As detailed herein, the proposed Project is expected to have a minor impact on local traffic operations. Site Location and Proposed Development The Project site is located at 473,479, and a portion of 487 Station Avenue in Yarmouth, Massachusetts. The site currently consists of vacant land. The proposed Project will involve the construction of a Seasons Corner Market with coffee co - brand with drive-thru and a 12-position fueling facility. Access under the proposed condition will include two full access driveways along Station Avenue. A figure showing the Proposed site plan is provided in the Attachments. Existing Conditions The existing condition analysis consists of an inventory of the traffic control, roadway, driveway, and intersection geometry in the study area, the collection of daily and peak hour traffic volumes, a summary of public transit options in the area, a review of recent crash history, and a documentation of the existing sight distance at the site driveways. Study Area Based on an understanding of the current traffic operations in the region, a study area comprised of the following intersections and their approach roadways were selected for review: Station Avenue at Whites Path Station Avenue at Old Town House Road 101 Walnut Street PO Box 9151 Watertown, MA 02472-4026 kkvhb\gb1\proj�Wat-T5\52516.C6 Seasons Yarmouth\docS%memos\Seascns Market TiA 06172019.docx P 617.924,1770 Ref: 52516.06 June 6, 2019 Page 2 Site Driveway (north) at Station Avenue/Stop & Shop Plaza Driveway Site Driveway at Station Avenue (south). A figure showing the intersection lane geometry and traffic control at each study area intersection is included in the Attachments. Study Area Roadways Station Avenue In this study area, Station Avenue is a two-lane roadway consisting of a center left turn lane and running in a northwest - southeast direction. Sidewalks are provided along the east side of Station Avenue and on -street parking is prohibited on both sides of the roadway. Station Avenue falls under local jurisdiction and is classified as an urban principle arterial. There is a posted speed limit of 35 mph. Land use along Station Avenue is primarily commercial within the study area. Traffic Volumes To assess the existing operational conditions within the study area, a review of existing traffic volumes in the immediate vicinity of the Site was gathered. Automatic traffic recorder (ATR) counts were conducted during a 144-hour period from Thursday, November 29 to Tuesday, December 4, 2018. Table 1 summarizes the existing traffic volumes and the count data is included in the Attachments to this memorandum. Table 1 Existing Traffic Volume Summary Location Weekday Weekday Morning Weekday Evening Saturday Saturday Midday Das Peak Hour Peak Hour Daily Peak Hour Vol Vol K Dir. Vol K Dir. Vol Vol K Dir. (vpd)' (vph)2 Factor Di5t.4 (vph) Factor Dist. (vpd) (vph) Factor Dist. Station Avenue 25,600 1,935 T6% 55% 1,955 7 6% 52% 21,500 1,955 9.1 % 50% south of Whites Path NB SB NB/SB Source: Automatic Traffic Recorder (ATR) counts conducted in November/December 201 B. 1 Daily traffic expressed in vehicles per day. 2 Peak hour volumes expressed in vehicles per hour. 3 Percent of daily traffic, which occurs during the peak hour. 4 Directional distribution of peak period traffic 5 Volumes grown by 0.S% growth rate to reflect 2019 existing conditions; seasonally adjusted to reflect peak season conditions As shown in Table 1, during a typical weekday, Station Avenue carries approximately 25,600 vehicles per day with 1,935 vehicles during the weekday morning peak hour and 1,955 vehicles during the weekday evening peak hour. During a typical Saturday, Station Avenue carries approximately 21,500 vehicles per day with 1,955 vehicles during the Saturday midday peak hour. Station Avenue traffic is heavier in the northbound direction during the morning peak hour and slightly higher in the southbound direction during the evening peak hour. During a typical Saturday, Station Avenue traffic is evenly distributed in the northbound and southbound directions. In addition, peak hour turning movement counts (TMCs) were conducted at the study area intersections in January and May 2019 during the weekday morning peak period from 7:00 AM to 9:00 AM, during the weekday evening peak period from 4:00 PM to 6:00 PM, and during the Saturday Midday peak period from 11:00 AM to 1:00 PM. These time periods were considered following the standard practice of evaluating the combined peak period for roadway and development \\vhb\gbl\prof\Wat-TS\52516.06 Seasons Yarmouth\docs\memos\Seasons Market TIA 06172019.docx Ref: 52516.06 June 6, 2019 Page 3 traffic. Based on a review of the count data, the weekday morning, weekday evening, and Saturday midday peak hours of vehicular activity were determined to be 7:15 AM to 8:15 AM, 4:00 PM to 5:00 PM, and 11:00 AM to 12:00 PM respectively. The traffic volume counts are provided in the Attachments. Seasonal Variation The ATR and peak hour traffic data collected for the Project was obtained during the months of November 2018, January and May 2019, respectively. To quantify the seasonal variation of traffic volumes in the area, historic traffic data available from the Cape Cod Commission in the 2017 Traffic Counting Report for Cape Cod Massachusetts were reviewed. The seasonal adjusted factors are included in the Attachments to this memorandum. According to published Cape Cod Commission weekday seasonal factors, November, January, and May traffic counts are approximately 42-percent , 66- percent, and 26-percent lower than peak summer season conditions, respectively. To present a conservative analysis, the traffic volumes were adjusted to reflect peak summer season conditions. Figures 1, 2, and 3 illustrate the resulting 2019 Existing condition traffic volumes for the weekday morning, evening, and Saturday Midday peak hours during the peak summer season, respectively. Crash Summary To identify motor vehicle crash trends in the Project study area, the most current crash data for the study area intersections were obtained from MassDOT for the five-year period from 2012 through 2016. A summary of the vehicular crash data is presented in Table 2 and included in the Attachments. In addition to the collision summary, incident occurrence was compared to the volume of traffic through a particular intersection to determine degree of significance. Accordingly, crash rates were calculated for each study area intersection and compared with the statewide and district -wide averages. MassDOT average crash rates for District 5 (the MassDOT district designation for Yarmouth) are 0.75 and 0.57 for signalized and unsignalized intersections, respectively. In other words, on average, 0.75 crashes occurred per million vehicles entering signalized intersections, and 0.57 crashes occurred per million vehicles entering unsignalized intersections throughout District 5. A potential safety problem may exist when an intersection's crash rate exceeds these averages. The crash rate worksheets for the study area intersections are included in the Attachments. As shown in Table 2, none of the study area intersections have a calculated crash rate over the district average. \\vhb\gbI\proj\Wat-TS\52516.06 Seasons Yarmo uth\docs\me mos\Sea sons Market TIA_06172019.docx t-08 maw Cc It 01 peoH asnoH umOl pIp $�� O peon asnoH umol plp 5E� Mcm �tm C G1 Q 0 w �r (y;nos) Aenaanp❑ dogS 8 do;S oz--, tOL maw r oo a �9£ Wed Sa;r4M os � � � I � peoa do yssyaoM Sze Na Q) szz c! h a L LA. O O > IA V � L O � 0 � a a ���-C U 0 L L C O O + � U x w O Q] m L r\jO In } �SB wvo r 94 peon asno14 uMol pI0 10 o I peod esnOI4 UmOl pIO 5Z � n �v C 01 a Q C O co u> o� � r 4 1 (y;nos) Aem&Ai cl doyS y dojS a£4� `1 1 St a o N r 4 CD ar LoL ev co r 5 4 4 [ r 06 Wed sa;!yM 51S peobf doysxloM 94� o9£ coo 44 m u' N a LA ii E 0 c O u ra � a� L Y F- L a, 3 a O VI O Q7 O C� V C N m >w L c w O V •X � y L C �[ O O O N N V) tSL LOLO NCD waa) �0£ r999 °Z� T peon{ asnoH unnol P10 S£� peon asnoH umol plo NNM 04� a a 01 C 01 Q Q 0 w 0o (y;nos) A-MBAUG doyS y do;S 544-� t 09� c o tli Ch �-5£ N wmM 4 1 �, r 09 144ed 9-IMLIM UZ *) peon dogs)floM � 9� SZ7. o cn N r- a1 ED z M QJ L vi cCu �.L C 3 o > t v� �ru f� fo C = +� O ra V ` N E 4 U X tU 1^ 7 LU C E ru O rp W m N V1 V] } Ref: 52516.06 June 6, 2019 Page 4 Table 2 Intersection Vehicular Crash Summary (2012 — 2016) 1 2 3 Station Avenue at Station Avenue at Station Avenue at Old Town House Stop & Shop Whites Path Road Driveway (South) Siqnalized? Yes Yes No MassDOT Average Crash Rate 0.75 0.75 0.57 Calculated Crash Rate 0.68 0.36 0.07 Exceeds Average? No No No Year 2012 9 4 2 2013 13 3 0 2014 10 3 0 2015 7 4 1 2016 4 3 1 Total 43 17 4 Collision Type Angle 9 4 0 Head -On 3 1 0 Rear -End 20 6 3 Sideswipe, opposite direction 1 0 0 Sideswipe, same direction 1 1 0 Single Vehicle Crash 5 4 1 Unknown/Not Reported 4 1 0 Severity Fatal Injury 0 0 0 Non -Fatal Injury 7 2 2 Property Damage Only 36 14 2 Unknown/Not Reported 0 1 0 Time of day Weekday, 7:00 AM - 9:00 AM 5 2 0 Weekday, 4:00 — 6:00 PM 5 2 0 Saturday, 11:00 AM — 2:00 PM 4 1 1 Weekday, other time 25 9 3 Weekend, other time 4 2 0 Pavement Conditions Dry 36 14 4 Wet 6 3 0 Snow 1 0 0 Other 0 0 0 Unknown/Not Reported 0 0 0 Non -Motorist (Bike, Pedestrian) 0 0 0 \\vhb\gbl\proj\Wat-TS\52516.06 Seasons Yarmouth\docs\memos\Seasons Market TIA_06172019.docx Ref: S2S16,06 June 6, 2019 Page 5 Highway Safety Improvement Program In addition to calculating the crash rate, study area intersections should also be reviewed in the MassDOT's Highway Safety Improvement Program (HSIP) database. An HSIP-eligible cluster is one in which the total number of "equivalent property damage only"' crashes in the area is within the top S% of all clusters in that region. Being HSIP-eligible makes the location eligible for FHWA and MassDOT funds to address the identified safety issues at these locations. As part of this effort, VHB reviewed this database and found that none of the study area intersections are listed as an HSIP-eligible cluster. Sight Distance A sight distance analysis, in conformance with guidelines of the American Association of State Highway and Transportation Officials (AASHTO) was performed at the proposed unsignalized site driveway intersections along Station Avenue. Sight distance considerations are generally divided into two categories: Stopping Sight Distance (SSD) and Intersection Sight Distance (ISD). Stopping Sight Distance (SSD) is the distance required for a vehicle approaching an intersection from either direction to perceive, react and come to a complete stop before colliding with an object in the road, in this case the exiting vehicle from a driveway. In this respect, SSD can be considered as the minimum visibility criterion for the safe operation of an unsignalized intersection. Intersection Sight Distance (ISD) is based on the time required for perception, reaction and completion of the desired critical exiting maneuver once the driver on a minor street or driveway approach decided to execute the maneuver. Calculation for the critical ISD includes the time to (1) turn left, and to clear the half of the intersection without conflicting with the vehicles approaching from the left; and (2) accelerate to the operating speed of the roadway without causing approaching vehicles to unduly reduce their speed. In this context, ISD can be considered as a desirable visibility criterion for the safe operation of an unsignalized intersection. Essentially, while SSD is the minimum distance needed to avoid collisions, ISD is the minimum distance needed so that mainline motorists will not have to substantially reduce their speed due to turning vehicles. To maintain the safe operation of an unsignalized intersection, ISD only needs to be equal to the stopping sight distance, though it is desirable to meet ISD requirements by themselves. To calculate the required SSD and ISD at the unsignalized intersections of Station Avenue at the north and south driveways, , the 85th percentile speeds measured by the ATR counts were utilized. The 85th percentile speed along Station Avenue was observed to be 37 mph northbound and 38 mph southbound Table 3 summarizes the sight distance analysis and the sight distance worksheets are included in the Attachments. Equivalent property damage only" is a method of combining the number of crashes with the severity of the crashes based on a weighted scale. Crashes involving property damage only are reported at a minimal level of importance, while collisions involving personal injury (or fatalities) are weighted more heavily. \\vhb\gbl\prof\Wat-TS\52S16.06 Seasons Yarmouth\does\memos\Seasons Market TIA_06172019.docx Ref: 52516.06 June 6, 2019 Page 6 Table 3 Sight Distance Analysis Summary Location Stopping Sight Distance (ft) a Traveling Required Measured Intersection Sight Distance (ft) a Looking Desired Measured Station Avenue at North Northbound 270 600+ Left 395 600+ Site Driveway Southbound 280 600+ Right 450 600+ Station Avenue at South Eastbound 270 600+ Left 395 600+ Site Driveway Westbound 280 600+ Right 450 600+ Based -on guidelines established in A Policy on the Geometric Design of Highways and Streets, Sixth Edition, American Association of State Highway and Transportation Officials (AASHTO), 2011 for a 85`h percentile speed of 37 mph northbound and 38 mph southbound. As shown in Table 3, at the unsignalized intersections of Station Avenue and both Site Driveways, the required stopping sight distances and the desired intersection sight distances are exceeded in both directions. It should be noted that there is vegetation located between the two driveways that may limit the view, but it is expected that all vegetation would be trimmed/replaced with any improvements or redevelopment on Site. Future Conditions To determine the impacts of the site -generated traffic volumes in the vicinity of the site, future traffic conditions were evaluated. A seven-year horizon (2026) was used for the evaluation consistent with MassDOT TIA requirements. Traffic growth on area roadways is a function of the expected land development, environmental activity, and changes in demographics. A frequently used procedure is to identify estimated traffic generated by planned developments that would be expected to affect the project study area roadways. An alternative procedure is to estimate an annual percentage increase and apply that increase to study area traffic volumes. For this evaluation, both procedures were used. The following summarizes this traffic forecasting process. Historic Growth VHB conducted research to determine the historic growth rate for traffic in this area as well as other planned developments that may affect traffic within the study area for the proposed project. Based on information contained in the 2017 Traffic Counting Report for Cape Cod Massachusetts, traffic has increased at a rate of 0.37-percent per year Cape - wide over the last ten years (2007 — 2017). The Town of Yarmouth is part of the Mid -Cape region, in which traffic increased at a rate of 0.23-percent per year over the last ten years (2007 — 2017). To provide a conservative analysis, a background growth rate of 0.5-percent per year was applied. The historic growth data provided in the 2017 Traffic Counting Report for Cape Cod Massachusetts is contained in the Attachments to this memorandum. Planned Developments In addition to accounting for background growth, the traffic associated with other planned and/or approved developments near the Site was considered. Based on discussions with the Town of Yarmouth, it was determined that there are no planned development projects in the vicinity of the site that are likely to influence traffic conditions. \\vhb\gbl\proj\Wat-TS\52516.06 Seasons Yarmouth\docs\memos\Seasons Market TIA-06172019.docx Ref: 52516.06 June 6, 2019 Page 7 Background Transportation Projects In assessing future traffic conditions, proposed roadway improvements within the study area were considered. Based on discussions with the Town of Yarmouth, there are no transportation projects that would impact the Project study area within the seven-year horizon. No -Build Traffic Volumes The 2026 No -Build traffic volumes were generated by consideration of the above described factors. The resulting 2026 No -Build peak hour traffic volume networks are shown in Figure 4,5, and 6. Trip Generation The proposed Project will involve the development of a Seasons Corner Market which includes a convenient store, coffee shop with drive-thru and a 12-position fueling facility. The building is approximately 3,600 sf with a basement that will be used just for storage. To estimate the site -generated traffic, the Institute of Transportation Engineers' (ITE) publication Trip Generation, 101 Edition' was utilized. The number of vehicle trips generated by the proposed project were estimated based on ITE land use code (LUC) 960 (Super Convenience Market/Gas Station). Table 4 provides a trip generation summary and the worksheet is included in the Attachments. Pass -by Trips Not all the traffic generated by the site will be new traffic on study area roadways. A majority of the vehicle -trips generated by the proposed site will be drawn from the existing traffic streams passing the site in the form of pass -by traffic or from roadways in the vicinity of the site in the form of diverted -link traffic. The primary destination of pass -by traffic is elsewhere, and the primary trip will be resumed following a stop at the proposed site. Based on data from the June 2011 ITE publication, pass -by trip rates of as high as 72 percent with a low rate of 53 percent were observed at similar sites. In order to present a conservative analysis (projecting higher than expected traffic volumes), it has been assumed in this analysis that only S3 percent of the traffic generated by the developments for weekday morning, evening, and Saturday peak hours would be pass -by trips. Trip Generation Manuol, 10",1=dition, Institute of Transportation Engineers, Washington D.C., 2017. \\vhb\gbl\proj\Wat-TS\52516.06 Seasons Yarmouth\docs\memos\Seasons Market TIA-06172019.docx a 'n w m 4--04 1 �. �-o9s 4) 1 f peod asnoI4 umol plo sy� peod asnoH umol plo SE� w�M C 01 Q C O 0 L9)V) (y;nos) Aennanl.►Q doyS g do;S oz `� 1 oZ 0In Loc ev ao a SE Wed SeRYM Ss4 peod doys31JOM ez���� M M -o a N C � Ul VI Z cri 0w Z Lab -o T ii r 4 --- S ` 1 r994 4) 1 peon asnoH uMol PIO $� peod asnoH umO-1 P1O 9Z �' LO Wn fi G1 Q 0 LO o� T T (y;nos) AeMSAIrO doyS -9 dojS o£� `1 1 SL� a io v M T o4 1 r96 Wed sa#IyM 9sz (-* peon dogs-yfoM 96��0 Tw L Uri LL =E c 0 0 > Ln M V V) � L d 0 C Z Y :O � M a c a ru l0J -0 ' c m L m w o �, u a min Z -o r- �e 0 N fep O 0 N V) Lq v 11 73 L U m LA ra s D 0 E } �08 W)c� N v ai r-0£ 1 4 0084 az� I ( peod asnoH UMOI pIo SEA peoa asnoH umol pfo NMa 04� v v fi Q C Q w c Lo It In (y;nos) AemeAlip doyS y do;S 9 m 0 0 S£ IG N If] cn t� CH 0i .) �. og Wed SWAIM 94z peod doysjifoM 5-0 SEZ� LO Ln N^v %0 a LA d1 v ii Z) C p O > 0 m u w L N L a o C S _o „ a Qj L � a � o � u co L � O A m � V Z -p C L O N y m N Ln Ln Ref: 52516.06 June 6, 2019 Page 8 Table 4 New Trip Generation Summary Time Period Direction Gross Trips Pass -By Trips Total New Trips Weekday Morning Enter 168 89 79 Exit 169 90 79 Total 337 179 158 Weekday Evening Enter 138 73 65 Exit 138 73 65 Total 276 146 130 Midday Saturday Enter 139 74 65 Exit 140 74 66 Total 279 148 131 a Trip generation estimate based on ITE LUC 960 (Super Convenience Market/Gas Station) for 12 fueling positions As shown in Table 4, the proposed Project is expected to generate approximately 158 (79 entering/79 exiting) vehicle trips during the weekday morning peak hour, approximately 130 (65 entering/65 exiting) vehicle trips during the weekday evening peak hour, and approximately 131 (65 entering/66 exiting) vehicle trips during the Saturday peak period. Project Trip Generation Comparison Field observations were conducted in Lakeville, Massachusetts at a Seasons Corner Market on Thursday May 2, 2019. The Seasons Corner Market in which observation were made consists of the same number of pump stations (6) as the proposed project and includes a Marylou's Coffee Shop with a drive-thru. Observations were made in order to determine if the observed traffic activity entering and exiting the site were in line with projected trip generation estimates. Table 5 summarizes the existing Seasons Corner Market traffic activity in Lakeville, Massachusetts, based on actual counts that have been conducted at site driveways, versus the total traffic that would be generated by the proposed development project. \\vhb\gbl\proj\Wat-TS\52516.06 Seasons Yarmouth\docs\memos\Seasons Market TIA_06172019.docx Ref: 52516.06 June 6, 2019 Page 9 • Table 5 Total Project Trip Generation Summary Projected Existing Gross Site Observed Generated Time Period Trips,' Trips 11 Difference c Weekday Morning Peak Hour Enter 140 168 +28 Exit 138 169 +31 Total 278 337 +59 Weekday Evening Peak Hour Enter 109 138 +29 Exit 112 138 +26 Total 221 276 +55 a. Based on existing driveway counts at a Seasons Comer Market in Lakeville, Massachusetts. b. Trip Generation estimate based ITC LUC 96 c. Projected Site -Generated trips minus existing observed trips As shown in Table 5, the proposed Seasons Corner Market is projected to generate approximately 337 weekday morning trips (168 entering/169 exiting) and 276 weekday evening trips (138 entering/138 exiting). Based on the calculation summary above, the projected trip generation for the proposed Seasons Corner Market during the weekday morning and evening peak periods are higher than the existing traffic observed at the Seasons Corner Market in Lakeville, Massachusetts. It should also be noted that the Lakeville site is located very close to the highly active Lakeville/Middleboro Commuter Rail Station. Considering the location of the Lakeville Market and the resulting traffic generation, the projections used in the traffic memorandum is conservative in nature. The field observation data is included in the Attachments to the study. In addition, an alternate traffic generation calculation for the proposed development was made based on the ITE Trip Generation Manual for the proposed development. Land Use Categories 945 (Gasoline Service Station with Convenient Market) and LUC 937 (Coffee/Donut Shop with Drive -through Window) were utilized for the proposed development. A summary of the projections is included in the Appendix to this document and generally show that traffic projections presented in Table 4 above and used in analyses for this project are highly conservative for the proposed development. It should also be noted that no internal capture trips were calculated between uses under this scenario which makes the findings even more conservative. Furthermore, observations were made at the Marylou`s Coffee drive-thru to help determine if the proposed project has sufficient queue storage to accommodate demand. Queue lengths were observed in two sections; pick-up window to order window and order window to end of the line. Queues were observed and recorded every 5 minutes from 7-9 AM and 4-6 PM. As shown in Table 6, the average queue length during the morning period from the pick-up window to the order window was 2.5 vehicles; the average queue length from the order window to the end of the line was 0.9 vehicles during the same morning period. The maximum queue length during the morning period from the pick-up window to the order window, as indicated by Table 6 was 6 vehicles; the maximum queue length from the order window to the end of \\vhb\gbl\proj\Wat-Ts\52516.06 Seasons Yarmouth\docs\memos\Seasons Market TIA-0617z019.docx Ref: 52516,06 June 6, 2019 Page 10 the line was 2 vehicles during the same morning period. The average queue length during the evening period from the pick-up window to the order window was 1.1 vehicles; the average queue length from the order window to the end of the line was 0.2 vehicles during the same evening period. The maximum queue length during the evening period from the pick-up window to the order window was 4 vehicles; the maximum queue length from the order window to the end of the line was 1 vehicle during the same evening period. Table 6 Marylou's Coffee Shop Drive-Thru Observation Summary Pick-up to Order Order Window to Time Period Window ` end Morning Period Average Queue 2.5 0.9 Max Queue Evening Period b 2.0 Average Queue 1.1 0.2 Max Queue Source: Based on existing Marylou Coffee Shop drive-thru queue observation at a Seasons Corner Market in Lakeville, Massachusetts. a. Morning Period from 7:00 AM to 9:00 AM b. Evening Period from 4:00 PM to 6:00 PM C. In Vehicles As indicated by data from the drive-thru queue observations, there appears to be an adequate amount of queue storage on the current Site plan to accommodate drive-thru activity if a similar Coffee Shop were to occupy the Project Site. Trip Distribution The directional distribution of the traffic approaching and departing the Site is a function of population densities, the location of employment opportunities, existing travel patterns, and the efficiency of the roadway system, The trip distribution for this project was based on existing travel patterns. The projected new trips associated with the proposed mixed -use development were distributed on the study area roadways based on the following assumptions as shown in Table 7. A figure displaying the trip distribution is provided in the Attachments. \\vhb\gbi\prcj\Wat-TS\52516.06 Seasons Yarmouth\does\memos\Seasons Market TIA-06172019.docx Ref: 52516.06 June 6, 2019 Page 11 Table 7 Trip Distribution Roadway Direction (From/To) Trip Distribution Entering/Exiting Station Avenue North 40% Whites Path East 20% Old Town House Road West 20% Station Avenue South 20% Total 100% Build Traffic Volumes The project -related traffic volumes shown in Table 4 are assigned to the study area roadway network based on the trip distribution patterns shown in Table 7 and added to the 2026 No -Build peak hour traffic volume networks to develop the 2026 Build peak hour traffic volume networks. Figures 7, 8, and 9 show the resulting 2026 Build peak hour traffic volume networks. The Site -generated traffic volume networks are provided in the Attachments. Traffic Operations Analysis To assess quality of flow, intersection capacity analyses were conducted with respect to 2019 Existing, 2026 No -Build, and 2026 Build 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. Level of Service Criteria The evaluation criteria used to analyze area intersections and roadways in this traffic study are based on the Synchro results (percentile -delay method) for signalized intersections and 2010 Highway Capacity Manual (HCM) for unsignalized intersections. Level -of -service (LOS) is the term used to denote the different operating conditions that occur on a given roadway segment under various traffic volume loads. It is a qualitative measure that considers a number of factors including roadway geometry (i.e. two -way -left -turn lanes), speed, travel delay, freedom to maneuver, and safety. Level--of- service provides an index to 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. Intersection Capacity Analysis Levels -of -service analyses were conducted for the 2019 Existing, 2026 No -Build, and 2026 Build conditions for the study area intersections. Table 8 and 9 summarize the capacity analyses for the signalized and unsignalized study area intersections, respectively. 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Volume exceeds capacity, queue is theoretically infinite. b Average total delay, in seconds per vehicle. # 95th percentile volume exceeds capacity, queue may be longer. c Level -of -service. m Volume for 95th percentile queue is metered by upstream signal d 50th percentile queue, in feet. e 95th percentile queue, in feet. \\vhb\gbl\proj\Wat-TS\52516.06 Seasons Yarmouth\docs\memos\Seasons Market TIA_06172019,docx Ref: 52516.06 June 6, 2019 Page 13 Table 8 Signalized Intersection Capacity Analysis (continued) Location / 2019 Existing Conditions 2026 No -Build Conditions 2026 Build Conditions Movement v/c a Del b LOS t 50 Q d 95 Q e v/c Del LOS 50 Q 950 v/c Del LOS 50 Q 95 Q Station Avenue at Old Town House Road Weekday Morning EB L 0.90 47 D 378 #576 0.91 49 D 386 #594 0.94 53 D 402 #622 EB T/R 0.15 6 A 5 38 0,15 6 A 5 39 0.15 6 A 5 39 WS L/T 0.30 59 E 26 48 0.23 57 E 20 52 0.23 57 E 20 52 WB R 0.03 0 A 0 0 0.03 0 A 0 0 0.03 0 A 0 0 N B L 0.45 24 C 46 77 0.39 22 C 44 79 0,41 22 C 44 79 NB T 0.69 29 C 378 488 0.67 28 C 355 496 0.68 28 C 370 518 N B R 0.00 0 A 0 0 0.00 0 A 0 0 0.00 0 A 0 0 SB L 0.12 31 C 13 34 0.10 30 C 12 35 0.10 30 C 12 35 SET 0.87 52 D 414 #558 0.78 45 D 361 #571 0.81 46 0 377 #599 SB R 0.25 0 A 0 0 0.23 0 A 0 0 0.24 0 A 0 0 Total 33 C 31 C 33 C Weekday Evening EB L 0.84 42 D 295 424 0.84 42 D 290 431 0.84 42 D 304 452 EB T/R 0.17 6 A 7 41 0.17 6 A 7 43 0.17 6 A 7 43 WB L/T 0.25 S5 E 24 50 0.20 54 D 19 52 0.20 55 D 19 S2 W B R 0,02 0 A 0 0 0.02 0 A 0 0 0.02 0 A 0 0 NB L 0.45 22 C 44 84 0.46 22 C 44 85 0.50 26 C 45 96 NB T 0.64 25 C 337 508 0.63 24 C 328 512 0.66 26 C 355 532 NBR 0.01 0 A 0 0 0.01 0 A 0 0 0.01 0 A 0 0 SB L 0.08 29 C 11 34 0.08 28 C 11 34 0.09 29 C 11 34 SB T 0.87 48 D 424 #746 0.88 49 D 436 #763 0.92 55 D 468 #791 SB R 0.35 1 A 0 0 0.35 1 A 0 0 0.36 1 A 0 0 Total 28 C 28 C 30 C Saturday Midday EB L 0.79 34 C 278 436 0.81 38 D 303 446 0.82 38 D 316 465 EB T/R 0.16 8 A 13 50 0.17 8 A 14 51 0.17 8 A 14 51 WB L/T 0.36 56 E 42 94 0.38 59 E 43 92 0.39 60 E 44 92 WB R 0.03 0 A 0 0 0,03 0 A 0 0 0.03 0 A 0 0 NB L 0.31 21 C 37 80 0.33 21 C 41 83 0.35 22 C 43 83 NB T 0.52 23 C 221 370 0.52 24 C 242 385 0.54 25 C 266 403 NB R 0.02 0 A 0 0 0.02 0 A 0 0 0.02 0 A 0 0 SB L 0.09 30 C 12 39 0,09 30 C 13 40 0.09 30 C 14 40 SB T 0.73 42 D 264 446 0.73 42 D 308 #529 0.75 44 D 335 #560 SS R 0.28 1 A 0 0 0.31 1 A 0 0 0.32 1 0 0 Total 24 C 25 C 26 C a Volume to capacity ratio. Volume exceeds capacity, queue is theoretically infinite. b Average total delay, in seconds pervehicle. # 95th percentile volume exceeds capacity, queue may be longer. c Level -of -service. m Volume for 95th percentile queue is metered by upstream signal d 50th percentile queue, in feet. e 95th percentile queue, in feet \\vhb\gbl\proj\Wat-TS\52516.06 Seasons Yarmouth\docs\memos\Seasons Market TIA_06172019.docx Ref: 52516.06 June 6, 2019 Page 14 Table 9 Unsignalized Intersection Capacity Analysis Location / 2019 Existing Conditions 2026 No -Build Conditions 2026 Build Conditions Movement D v/c a Del c LOS d 95 Q e D v/c Del LOS 95 Q D v/c Del LOS 95 Q North Site Driveway at Station Avenue/Stop & Shop Plaza Driveway Weekday Morning EB L/T/R Movement does not exist under this scenario 85 > 1.20 > 120 F 312 W B L/T/R 40 0.62 70 F 80 40 0.35 49 E 35 40 > 1.20 > 120 F 160 N B L Movement does not exist under this scenario 10 0.09 12 B 3 SB L 15 0.04 13 B 3 15 0.04 14 B 3 15 0.04 14 B 3 Weekday Evening EB L/T/R Movement does not exist under this scenario 70 > 1.20 > 120 F 285 WB L/T/R 205 > 1.20 > 120 F 745 205 > 1.20 > 120 F 723 205 > 1.20 > 120 F 748 NB L Movement does not exist under this scenario 5 0.01 13 B 0 SB L 40 0.09 13 B 8 40 0.09 14 8 8 40 0.09 13 B 8 Saturday Midday EB L/T/R Movement does not exist under this scenana 70 > 1,20 > 120 F 228 W8 L/7/R 155 1,09 > 120 F 233 155 1.15 > 120 F 250 155 > 120 > 120 F 522 N B L Movement does not exist under this scenario 5 0.06 11 B 0 SB L 30 0.06 12 B 5 30 0.06 12 B 5 30 0.06 12 B 5 South Site Driveway at Station Avenue Weekday Morning EB L/T/R 85 > 1.20 > 120 F 190 Movements do not exist under this scenario NB L 70 0.14 13 B 13 Weekday Evening EB L/T/R 65 1.10 > 120 F 140 Movements do not exist under this scenario NB L 55 0.15 15 C 13 Saturday Midday EB L/T/R 70 0.57 62 F 70 Movements do not exist under this scenario NB L 55 0.10 12 B 8 a Demand, in vehicles b Volume to capacity ratio. c Average total delay, in seconds per vehicle. d Level -of -service. e 95th percentile queue, in feet. \\vhb\gbl\proj\Wat-TS\52516.06 Seasons Yarmouth\dots\memos\Seasons Market TIA_06172019.docx Ref: 52516.06 June 6, 2019 Page 15 As shown in Table 8, the Project is expected to have minimal impacts on traffic operations at either of the signalized study area intersections. As shown in Table 9, the capacity analysis indicates that under the 2026 Build conditions, the site Driveways are projected to operate with delays over 60 seconds at unacceptable LOS during the weekday morning, evening, and Saturday Midday peak hours. It should be noted as demonstrated below it is well understood that drivers accept gaps below that recognized in the Highway Capacity Manual, there for the results of the analysis should be considered conservative. This is demonstrated below in the queue observations section. Queue Observations Field observations were conducted in Yarmouth, Massachusetts at the Stop & Shop Plaza southern driveway on Monday, April 29, 2019 from 4:00 PM to 6:00 PM. The Stop & Shop Plaza southern driveway observations were made in order to determine if the observed queues at the driveway were in line with the queue results as indicated by the Synchro analysis in Table 9. According to field data, the average and maximum queue length observed on the Stop & Shop Plaza southern driveway is shown to be 1.5 vehicles (38 feet) and 5 vehicles (125 feet), respectively. However, the Synchro analysis, as shown in Table 9, indicates that the Stop & Shop Plaza southern driveway experiences a 951" percentile queue of 30 vehicles (745 feet), which is about six times greater than the observed maximum queues witnessed in the field. These observations help further establish the notion that the Synchro results for unsignalized intersections are conservative in nature, overestimating the delay to vehicles exiting driveways. The field observation data is included in the Attachments to the study. Proposed Site Access Access to the Site will be provided via two unsignalized full access driveways along Station Avenue. The northern Site driveway will be positioned to line up across from the existing Stop and Shop Plaza southern driveway. Both Site driveways have been designed to accommodate vehicle movements as large as a WB-50 to maneuver into and out of the Site driveway. A depiction of a WB-50 entering and exiting the Site is shown on the proposed Site Plan included in the Attachments. Traffic Signal Warrants Analysis A traffic signal warrants analysis was performed using the following data: (i.) ATR data; and (ii.) TMC data for 4-hours. This analysis was done to establish the need and/or justification for traffic signal control at the Project's site driveway intersection across from the southern Stop & Shop driveway. The methodology used to determine if traffic signal controls are warranted is based on the criteria set in the Manual on Uniform Traffic Control Devices (MUTCD). There are eight warrants defined in the MUTCD. A traffic signal should not be installed unless one or more of these warrants is met. Satisfaction of any one warrant does not necessarily mean that a signal should be installed at a given location, but does indicate that a signal could be installed. Warrants 1, 2, and 3 are based on traffic volumes through an intersection and a most commonly used to justify the installation of a traffic signal. It should be noted that due to limited traffic count data, volume data used for Warrant 1 (Eight -Hour Vehicular Volume) was estimated using weekday hourly variation in Stop & Shop Supermarket data for hours located outside of the 4-hour TMC data. These warrants are described below: • Warrant 1 (Eight -Hour Vehicular Volume): Warrant 1 is satisfied if either of Condition A or B is met. In addition, Warrant 1 can be satisfied by 80 percent satisfaction of both Condition A and Condition B. \\vhb\gb1\prof\Wat-TS\52516.06 Seasons Yarmouth\docs\memos\Seasons Market TIA_06172019.docx Ref: 52516.06 June 6, 2019 Page 16 Condition A (Minimum Vehicular Volume): Satisfied when the volume of intersecting traffic (major and minor streets) exceeds MUTCD thresholds for eight or more hours. Condition B (Interruption of Continuous Traffic): Satisfied when the volume of major street traffic is so heavy that minor street traffic suffers excessive delay in entering or crossing the major street for eight or more hours. • Warrant 2 (Four -Hour Vehicular Volume): Satisfied when volumes (major and minor streets) exceed MUTCD thresholds for four or more hours. • Warrant 3 (Peak Hour): Satisfied when for the peak hour of a typical day, major and minor street traffic exceeds MUTCD thresholds. Traffic turning right from a minor approach (i.e., Stop & Shop driveway, Proposed Site driveway) typically has less of an impact on operations than traffic turning left from the minor approach. The MUTCD leaves it to engineering judgment to determine what percentage, if any, of right turning traffic should be considered as part of the justification for a traffic signal. The Stop & Shop driveway across from the proposed site driveway has the highest overall volume of the minor street approaches; since there is only one narrow lane provided on the Stop & Shop driveway approach, all volume from the right turn volume was retained for the analysis. As Table 11 indicates, the intersection does meet Warrants 1,23 for both average and peak season conditions based on the traffic volume through the intersection using either the TMC data and/or the combination of ATR and estimated weekday hourly Stop & Shop data. The traffic signal warrants analysis worksheet is included in the Attachments. Table 11 Traffic Signal Warrants Analysis Summary Warrant Analysis Scenario Average Season Conditions Warrant 1a Warrant 2b Warrant 3c Met? Met? Met? 2019 Existing Traffic Volumes — Station Avenue at the Stop & Shop driveway Yes Yes Yes (south) Peak Season Conditions 2019 Existing Traffic Volumes — Station Avenue at the Stop & Shop driveway Yes Yes Yes (south) Eight -hour volume warrant Four-hour volume warrant Peak hour volume warrant Of the remaining traffic signal warrants (Pedestrian, Coordinated Signal Systems, Roadway Network, School Crossing and Crash Experience), no other warrant appears to be applicable. Assessment of signal warrants were conducted at the request of the Cape Cod Commission and the results indicate that the S&S Driveway is the critical side street that is tripping the warrant, not the proposed development. \\vhb\gbl\proj\Wat-TS\52516.06 Seasons Yarmouth\dots\memos\Seasons Market TIA_06172019.docx Ref: 52516.06 June 6, 2019 Page 17 Transportation Demand Management (TDM) The proponent will provide a Transportation Demand Management (TDM) program on site. Specific initiatives that will be included in the plan are outlined below: • The Proponent will designate an employee (or employees) that will be responsible for managing the TDM program. The designated coordinator will encourage participation in the program and will distribute information regarding all available trip reduction strategies. In addition, the Proponent will designate a physical or digital area where information can be posted. • The Proponent will promote ridesharing to its employees. Information regarding carpooling and its benefits will be distributed to all employees and interested carpooler names will be managed by the TDM coordinator. Additionally, a guaranteed ride home program, in the case of an emergency for registered employee ride -sharers, will be provided via a local taxi service. • Preferential parking spaces will be designated for employees who rideshare. Incentives for participation will also be explored to encourage employees to rideshare. The on -site transportation coordinator will continue to ensure that the ridesharing program is consistently promoted and provided. • Bicycling and walking to the project site will be attractive to some employees and guests may choose to walk/bike to/from work or travel to local attractions during the day. To facilitate bicycle access to the site, secure bicycle storage racks will be provided on the exterior of the commercial buildings. Furthermore, the Cape Cod rail trail is located immediately adjacent to the site (abuts on south side). The path features a generous width with minimal grades and connects numerous residential areas creating ideal conditions for employees, residents, and visitors to travel to and from the Site. The proposed site will contain a modern building that will include onsite amenities that are expected in today's market, convenience items, and coffee -shop. Many of these available items will eliminate the need for employees to leave the site during breaks. Conclusion VHB has conducted a traffic impact and access study to assess the potential traffic impacts associated with the proposed Seasons Corner Market to be located at 473,479, and a portion of 487 Station Avenue in Yarmouth, Massachusetts. The proposed Project will involve the development of a Seasons Corner Market which includes a convenience store, coffee co - brand with drive-thru and a 12-position fueling facility. The building is approximately 3,600 sf with a basement that will be used just for storage. Parking will consist of 28 marked parking spaces (2 of which are handicap accessible). As outlined above, the site will be accessed by two access driveways along Station Avenue and review of sight distance at each concluded that the available stopping and intersection sight distance exceeds minimum requirements. The proposed Project is expected to generate approximately 158 (79 entering/79 exiting) vehicle trips during the weekday morning peak hour, approximately 130 (65 entering/65 exiting) vehicle trips during the weekday evening peak hour, and approximately 131 (65 entering/66 exiting) vehicle trips during the Saturday peak period. The proposed project is expected to have minor impacts on local traffic operations. \\vhb\gb1\prcj\Wat-TS\52516.06 Seasons Yarmouth\does\memos\Sea sons Market TIA-06172019.docx Traffic Impact and Access Study — Seasons Corner Market �vhb ATTACHMENTS: Supporting Documentation 1. Site Plan 2. Traffic Volume Data 3. Existing Intersection Lane Geometry and Control 4. Seasonal Adjustment 5. Sight Distance Analyses 6. Historic Traffic Growth 7. Trip Generation 8. Trip Distribution 9. Site Generated Trips 10. Intersection Capacity Analyses 11. Stop and Shop Queue Observations (04-29-2019) 12. Traffic Signal Warrant Analysis 13. Crash Data 14. Seasons Market Lakeville, MA Field Observations (05-02-2019) 15. Trip Generation of LUC 937 + LUC 945 as Comparison Traffic Impact and Access Study — Seasons Corner Market Ow�hb Site Plan I IN �zss-B.L-tom NV'ld iN3W3n0ad 1311S i98:,09rvYK1 3tl0�H 'r3 d s 33b1� itl3n39 'll�nL - - -- -- 13�avw a3Na0O SNOSa3S is NOISNVNO'AV1A 3NITIV1S L �85-6'-'Xv O-n 'S3SIdd2l31N3 d38100 4®i 40-1 I I I I I$ I I Ill>, U TI w, ASPHAL T PAVEMENT �F NEW HEIR NEW 12. L 8.0- 8.0' L 8-0'Typ --------------------- 75' FRONT SETBACK NEW 152.0' CANOPY 23.0' TYP. _ NEW T)X5CONC. ISLAND W/MAD INCLUDING DIESEL TYP. 6 (2) - NEW 15K GAL. GASOLINE MAP DOUBLE WALL FIBERGLASS NT UNDERGROUND STORAGE TANKS JEAN KAREN. IMTH REINFORCED CONCRETE OAOING WAT BK.28 --- / �--NEW ON AVENUE (1956 COUNTY LAYOUT - 60' WIDE)_ t RESERVED\ PARKING ` [STING CHAIN LINK ENCROACHMENT �' O BE ODA �5sle _27" LSA n - N6a s l �-?NE 1 NEW W BOUNDARY LINE � 1+ _ I NEW 23' X 77' TRASH CORAL ON 25' X 73' CONC. FOUNDATION W1 5' CONCRETE APRON (BY G.C) 6' HIGHCHAIN JR LINK FENCE WISLAT$MAP 97, LOT 3 WF LANDS OF I STATION AVENUE. LLC SK,18308, PG.272 Fr \ kzr- I U �I g 1 STORY ,CS MASONRY BUILDING Z REAL ESTATE" D�I BLOC HT=238 f SWi 7o N , Ic BFPA=J 6201 SF o (TYF i � 3 U — I NEW AIR TOWER 20.0' 10f BC EW 3 I BC 97.77' GRA Ss FOo \ AREA 40 CONC p T12 T12 _ LSA TIO ASPHALT (f TJO PAVEMENT v (f UUi ,7 LSA z CG O Ti SWL TYP) co LSA T12 cA CRASS AREA CURB CHANGE ll0 119a Al ui UAYL 99 SKI SWL SWL VCC VGC FQCF OF TRAFFIC WAY NO THIS LSA -,, ACC[ (DASI I (PfR II r GRA. ARE. I Traffic Impact and Access Study — Seasons Corner Market �ihb Traffic Volume Data PDI File #: 186673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Code: TBA Count Date: Thursday, January 3, 2019 Start Time: 7:00 AM End Time: 9:00 AM Class: PRECISION D A T A INDUSTRIES, LLC 46 Morton Stteet, Framingham, MA 01702 OHice:508 875 0100 Fax:50B-a75-0t to Email datarequests Bpddlc.cam Cars and Hii Vehicles fCernhinpdi 7:00 AM 7:15 AM 7:30 AM 7:45 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Leh I H-Turn I Total Right Left O-Turn I Total Right Thru 0-Turn I Total Total 165 1 0 166 167 1 1 169 168 0 0 168 204 4 0 208 1 4 0 5 1 2 0 3 5 1 0 6 3 1 0 4 3 146 0 149 7 200 0 207 8 183 0 191 9 193 0 202 320 379 365 414 Total 704 6 1 7111 10 8 0 181 27 722 0 749 1476 8:00 AM 141 3 0 144 8:15 AM 130 4 0 134 8:30 AM 145 3 0 149 8:45 AM 177 4 0 181 Total 593 14 0 C, ran, Tote, 1297 20 1 Approach% 98.4 1.5 0-1 Total % 46.3 D.7 0.0 Exiting Leg Total 4 9 0 3 2 0 4 6 0 4 4 0 3 3 192 5 6 149 0 10 168 8 10 140 0 195 352 0 155 294 0 178 336 0 150 339 15 21 0 361 29 649 0 678 1321 25 29 0 54 56 1371 0 1427 2799 46.3 53.7 0.0 3.9 96.1 0-0 0.9 1.0 0.0 1.9 2.0 49.0 0.0 51.0 76 1326 2799 Cars 1196 19 1 1216 23 26 0 49 52 1261 0 1313 2578 %Cars 92.2 95.0 100.0 92.3 92.0 89.7 0.0 90.7 92.9 92.0 0.0 92.0 92.1 Exiting Leg Total 1285 71 1222 2578 Heavy Vehides 101 1 0 102 2 3 0 5 4 110 0 114 221 % Heavy Vehicles 7.8 5.0 0.0 7.7 8-0 10.3 0.0 9.3 7.1 9.0 0.0 &0 7.9 Exiting Leg Total 112 5 104 221 Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 7:15 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru I Left I H-Turn I Total Right Left LLTurn I Total Right Thru U-Turn Total TOtdl 7:15 AM 167 1 1 169 1 2 0 3 7 200 0 207 379 7:30 AM 168 0 0 168 5 1 0 6 8 183 0 191 365 7:45 AM 204 4 0 208 3 1 0 4 9 193 0 202 414 8:00 AM 141 3 0 144 4 9 0 13 3 192 0 195 352 Total volume 680 8 1 689 13 13 0 26 27 768 0 795 1510 % Approach Total 98.7 1.2 0.1 50.0 50.0 0.0 3.4 9b.6 0.0 1 0.833 0,500 0.250 0,928 0.650 0.361 0.000 0.500 0.750 0.960 0.000 0.960 0.912 Cars 625 7 1 6331 12 11 0 23 27 705 0 732 1388 Cars% 919 87.S 100.0 91.9 92.3 84.6 0.0 88,5 100.0 91.8 0.092.1 91.9 Heavy Vehides SS 1 0 56 1 2 0 3 0 63 0 63 122 Heavyvehicles% 8.1 12.5 0.0 8.1 7.7 15.4 TO 11.5 0.0 8.2 0.0 7.9 8.1 Cars Enter Leg 625 7 1 633 12 11 0 23 27 705 0 732 1389 Heavy Enter Leg 55 1 0 56 1 2 0 3 0 63 0 63 122 Total Entering Leg 690 8 1 6891 13 13 0 26 27 768 0 795 1510 Cars Exiting Leg 716 34 636 1388 Heavy Exiting Leg 64 1 57 122 Total Exiting Leg 7821 35 693 1510 1`01 File #: 186673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Code: TBA Count Date: Thursday, January 3, 2019 Start Time: 7:00 AM End Time: 9:00 AM Class: PRECISION D A T A INDUSTRIES, LLC 45 Morton Street, Naming ham, MA 01702 Offices 5o8875.0100 Fax 508-875-0718 Email da t ar eque m a pd ill c.com Cars -Combined (Motorcvcles. Cars. Light Goods) 7:00 AM 7:15 AM 7:30 AM 7:45 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru I Left I U-Turn I Total Right Left U-Turn I Total Hight I Thru U-Turn Total Total 146 1 0 147 152 1 1 154 153 0 0 113 188 4 0 192 0 4 0 4 1 1 0 2 4 1 0 5 3 1 0 4 3 136 0 139 7 190 0 197 8 169 0 177 9 176 0 185 290 353 335 381 Total 639 6 1 6461 8 7 0 isl 27 671 a 6981 1359 8:00 AM 132 2 0 134 4 8 0 12 3 170 0 173 319 8:15 AM 122 4 0 126 3 2 0 5 5 136 0 141 272 8:30 AM 133 3 0 136 4 6 0 10 8 153 0 161 307 8:45 AM 170 4 0 174 4 3 0 7 9 131 0 140 321 Total 557 13 0 570 15 19 0 34 25 590 0 615 1219 Grand Total 1196 19 1 1216 23 26 0 49 52 1261 0 1313 2578 Approach % 98.4 1.6 0.1 46.9 53-1 0,0 4.0 96.0 0.0 Total % 46.4 0.7 0.0 47.2 0.9 1.0 0-0 1.9 2.0 48.9 0.0 50.9 Exiting Leg Totak 1285 71 1222i 2578 Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 7:15 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Total I 1351 57 1368 2776 PDI File #: 186673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baldly PRECISION Site Code: TBA 1)S T A INDUSTRIES, LLC Count Date: Thursday, January 3, 2019 46MononSueet,Framiagham,MA01702 O is 508 875 otoo Fa, 508-875,0118 Start Time: 7:00 AM Email. datarequestsdpdillc com End Time: 9:00 AM Class: Heavv Vehicles -Combined (Buses. Sinele-Unit Trucks. Articulated Trucksl 7:00 AM 715 AM 7:30 AM T45 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru I Left I U-Turn I Total Right Lek I U-Turn I Total Right I Thru I U-Turn I Total Total 19 0 0 19 15 a 0 15 15 0 0 15 16 0 0 16 1 a 0 1 0 1 0 1 1 0 0 1 0 0 0 0 0 10 0 10 0 10 0 10 0 14 0 14 0 17 0 17 30 26 30 33 Total 6S 0 0 651 2 1 0 31 0 Si 0 511 119 8:00 AM 9 1 0 10 0 1 0 1 0 22 0 22 33 8:15 AM 8 a 0 8 0 0 0 0 1 13 0 14 22 8:30 AM 12 0 0 12 0 0 0 0 2 15 0 17 29 8:45 AM 7 0 0 7 0 1 0 1 1 9 0 10 18 Total 36 1 a 37 0 2 0 2 4 59 0 63 102 Grand Total lot 1 0 lot 2 3 0 5 4 110 0 114 121 Approach % 99.0 1.0 0.0 40.0 61 0.0 3.5 965 0.0 Total% 45.7 0.5 0.0 46.2 0.9 1A 0.0 2.3 1.8 49.8 0.0 51.6 Exiting Leg Total I 1041 221 Buses 27 1 0 28 a 0 0 0 1 20 0 21 49 % Buses 26.7 100.0 0.0 27.5 0.0 0.0 0.0 0.0 25.0 18.2 0.0 18.4 22.2 Exiting Leg Total 20 2 27 49 Single -Unit Trucks 66 0 0 66 1 3 0 4 3 82 0 85 155 %Single -Unit 65.3 0,0 0,0 64.7 50.0 100.0 0-0 80.0 75.0 74.5 0-0 74.6 70,1 Exiting Leg Total 83 3 69 155 Articulated Trucks 8 0 0 8 1 0 0 1 0 8 0 8 17 %Articulated 7.9 0.0 0.0 7.8 50.0 0.0 0.0 20.0 0.0 7.3 0.4 7,0 7.7 Exiting Leg Total 9 0 8 17 Peak Hour Analysis from 07:00 AM to 09:00 AM beeins at: 7:15 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left U-Turn I Total Right Left U-Turn I Total Right Thru U-Turn Total Total 7:15 AM 15 0 0 15 0 1 0 1 0 10 0 10 26 7:30 AM 15 0 0 15 1 0 0 1 a 14 0 14 30 7:45 AM 16 0 0 16 0 0 0 0 0 17 0 17 33 8:00 AM 9 1 0 10 0 1 0 1 0 22 0 22 33 Total Volume 55 1 0 56 1 2 0 3 0 63 0 63 122 %Approach Total 98.2 1.8 0.0 33.3 66.7 0.0 0.0 100,0 0.0 PHF 0.859 0.250 0000 0.875 0,250 0.500 0.000 0.750 0,000 0.716 0.000 0.716 0.924 Buses 13 1 0 14 0 a 0 a 0 13 0 13 27 Buses% 23.6 100.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 20.6 0.0 20.6 22A Single -Unit Trucks 34 0 0 34 1 2 0 3 0 45 a 45 82 Single -Unit% 61.8 00 0.0 60.7 100,0 100.0 0.0 100.0 0.0 71.4 0.0 71.4 67.2 Articulated Trucks 8 0 a 8 0 0 0 0 a 5 0 5 13 Articulated % 14.5 0.0 0.0 14.3 0.0 0.0 0.0 0.0 0.0 7.9 0.0 7.9 10.7 Buses 13 1 0 14 0 a 0 0 0 13 0 13 27 Single -Unit Trucks 34 0 0 34 1 2 a 3 0 45 0 45 82 Articulated Trucks 1 8 0 0 8 0 0 0 0 0 5 0 5 13 Total Entering+_eg 55 1 0 56 1 2 0 3 0 63 a 63 122 Buses 13 1 13 27 Single -Unit Trucks 46 0 36 V Articulated Trucks 5 0 8 13 Total Exiting Leg 64 1 57 122 PDI File #: 186673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Saidy Site Code: TBA Count Date: Thursday, January 3, 2019 Start Time: 7:00 AM End Time- 9:00 AM Class: 2 PRECISION D A T A INDUSTRIES, LLC 46 Morton 5ueet, Framingham. MA 01702 Office-. 508 875 0100 Fa.:508475-0118 F-1 data request07pdillc com Cars 7:00AM 7:15 AM 7730 AM 7745 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Leh U-Turn Total Right LeN U-Turn Total Right Thru I Li -Turn Total Total 110 1 0 111 1D7 1 1 109 119 0 0 119 141 3 0 1" 0 1 0 1 1 0 0 1 3 1 0 4 3 1 0 4 3 101 0 104 5 141 0 146 8 126 0 134 8 145 0 153 216 256 257 301 Total 477 5 1 4831 7 3 0 101 24 513 0 5371 1030 8:00 AM 8:15 AM 8:30 AM 8:45 AM 89 2 0 91 2 6 0 8 2 132 0 134 233 94 1 0 95 1 2 0 3 4 101 0 105 203 101 3 0 104 4 4 0 8 S 113 0 118 230 134 3 0 137 3 2 0 5 6 102 0 108 250 Total I 418 9 D 427 30 14 0 24 17 448 0 465 916 Grand Total 895 14 1 910 17 17 0 34 41 961 0 1002 1946 Approach % 98.4 3.5 0.1 50.0 %0 0.0 4.1 95.9 0.0 Total % 46.0 0-7 0.1 46.8 0.9 0.9 0.0 1.7 2.1 49.4 0.0 51.5 Exiting Leg Total 979 55 912 1946 Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 7:15 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left U-Turn Total Right Leh U-Turn Total Right Thru U-Turn Total Total 7:15 AM 107 1 1 SC9 1 0 0 1 5 141 0 146 256 7:30 AM 119 0 0 119 3 1 0 4 8 126 0 134 257 7AS AM 141 3 0 144 3 1 0 4 8 145 0 153 301 8:00 AM 89 2 0 91 2 6 0 8 2 132 0 134 233 Total Vo€ume 456 6 1 463 9 8 0 17 23 544 0 567 1047 %Approach Total 983 1.3 0.2 52-9 471 0.0 4.1 95.9 0.0 PHF 0.809 0-500 0,250 0.804 0.750 0.333 0.000 0.531 0.719 0,938 0-coo 0.9215 0.870 Entering leg 456 6 1 4631 9 8 0 Exiting leg 554 Total 23 544 0 167 1047 464 1047 10311 2094 0— PDI File #: 186673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VH8/ M. Baidy Site Code: TBA Count Date: Thursday, January 3, 2019 Start Time: 7:00 AM End Time: 9:00 AM Class: PRECISION D A T A INDUSTRIES. LLC 46 Mm[an MA 07702 OHIce7 508-875 0100 Fax.-506-875-0118 Email: datareq—t, 5 pdilk — LiEht Goods Vehicle 7:00 AM 7:15 AM 730 AM 7:45 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru I Left I U-Turn Total Right Left 11 U-Turn I Total Right Thru U-Turn I Total Total 36 0 0 36 45 0 0 45 34 0 0 34 47 1 0 48 0 3 0 3 0 1 0 1 1 0 0 1 0 0 0 0 0 35 0 35 2 49 0 51 0 43 0 43 1 31 0 32 74 97 78 80 Total 1162 1 0 1631 1 4 0 51 3 158 0 1611 329 8:00 AM 43 0 0 43 2 2 0 4 1 38 0 39 86 8:15 AM 28 3 0 31 2 a 0 2 1 35 0 36 69 8:30 AM 32 0 0 32 0 2 0 2 3 40 0 43 77 8:45 AM 36 1 0 37 1 1 0 2 3 29 0 32 71 Total 139 4 0 143 5 5 0 10 8 142 0 150 303 Grand Total 301 5 0 305 6 9 0 15 11 300 0 311 632 Approach% 98.4 1.6 0.0 40.0 60.0 0.0 3.5 96.5 0.0 Total% 4T6 0.8 0.0 48.4 0.9 1.4 0.0 2.4 1.7 4T5 0.0 49.2 Exiting Leg Total 306 16 310 632 Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 7:15 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru I Leh I U-Turn I Total Right I Left U-Turn I Total Right I Thru U-Turn To[al Tptdl 7:15 AM 45 0 0 45 0 1 0 1 2 49 0 51 97 7:30 AM 34 0 0 34 1 0 0 1 0 43 0 43 78 7AS AM 47 1 0 48 0 0 0 0 1 31 0 32 80 8:00 AM 43 0 0 43 2 2 0 4 1 38 0 39 86 Total Volume 169 1 0 170 3 3 0 6 4 161 0 165 341 %Approach Total 99,4 0.6 0.0 50.0 50.0 0.0 2.4 97.6 0.0 PHF 0.899 0.250 0.000 0.88S 0.375 0.375 0.000 0.375 0.500 0.821 0.000 0.809 0.879 EMeringLeg 169 1 0 170i 3 3 0 EKlting Leg 164 - 4 161 0 165I 342 172 347 3141 ill 3371 682 PDI File 4: 186673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Code: TBA Count Date: Thursday, January 3, 2019 Start Time: 7:00 AM End Time: 9:00 AM Class: PRECISION 0 A T A INDUSTRIES, LLC 46 Morton Sheet Framingham. MA 01702 Office SM 875 0100 Fax. 508-875-0118 Email: datarequestyapdilk com BuSa5 7:OOAM 7:15AM 7:30 AM 7:45 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru I Leh I U-Turn I Total Right I Left U Turn Total Right Thru I U-Turn Total Total 7 0 0 7 6 0 0 6 1 ❑ 0 1 5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 3 a 3 0 5 0 5 0 2 0 2 0 2 0 21 10 11 3 7 Total 19 0 0 191 0 0 0 01 0 12 0 121 31 8;00 AM 1 1 0 2 0 0 0 0 0 4 0 4 6 8:15AM 1 0 0 1 0 0 0 0 0 0 ❑ 0 1 8:30 AM 3 D 0 3 0 0 0 0 1 3 0 4 7 8:45 AM 3 0 0 3 0 0 0 0 0 1 0 1 4 Total 8 1 0 9 0 0 a 0 1 8 0 9 18 Grand Total 27 1 0 28 0 0 0 0 1 20 0 21 49 Approach% 96.4 3.6 0.0 0.0 0.0 0.0 4.8 95.2 0.0 Total% 55.1 2.0 0.0 57.1 0.0 U 0.0 0.0 2.0 40-8 0.0 42.9 Exiting Leg Total 20 2 27 49 Peak Hour Analysis from 07DO AM to 09:00 AM begins at: 7:00 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Lek U-Turn Total Right Left U-Turn Total Right Thru U-Turn Total PDI File #: 186673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Code: TBA Count Date: Thursday, January 3, 2019 Start Time: 7:00 AM End Time: 9:00 AM Class: Ri PRECISION D A T A INDUSTRIES, LLC 46 Marton Street, Framingham, MA 01702 Office 505 975 0100 Fax -508-875-0118 EmwL datarequests 3pdiflc.com Sinefe-Unit Trucks 7:00 AM 715AM 7:30 AM 7:45 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru I Leh U-Turn Total Right Leh U-Turn Total Right Thru 77-F Total Total 12 0 0 12 6 0 0 6 11 0 0 11 10 0 0 10 0 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 0 7 0 7 0 2 0 2 0 10 0 10 0 15 0 15 19 9 22 25 Total 39 0 0 391 1 1 0 21 0 34 0 341 75 8:00 AM 7 0 0 7 0 1 0 1 0 18 0 18 26 8:1S AM 7 0 0 7 0 0 0 0 1 11 0 12 19 &30 AM 9 D 0 9 0 0 0 0 1 11 0 12 21 8:45 AM 4 0 0 4 0 1 0 1 1 8 0 9 14 Total 27 0 0 27 0 2 0 2 3 48 0 51 80 Grand Total 66 0 0 66 1 3 0 4 3 82 0 85 155 Approach% 100.0 0.0 0.0 25.0 75,0 0.0 3.5 96.5 0.0 Total% 42.6 0.0 0.0 42.6 0.6 1.9 0.0 2.6 1.9 52.9 0.0 S4.8 Exiting Leg Total 83 3 69 155 Pea k Hour Analysis from 07:00 AM to 09:00 AM begins at: 7:30AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left I U-Turn Total Right Leh U-Turn Total Right Thru U-Turn Total TOtal 7:30 AM 11 0 0 11 1 0 0 1 0 10 0 10 22 7:45 AM 10 D 0 10 0 0 0 0 0 15 0 15 25 8:00 AM 7 0 a 7 0 1 0 1 0 18 D 18 26 8:15AM 7 0 0 7 D 0 0 0 1 11 0 12 19 Total Volume 35 0 0 35 1 1 0 2 1 S4 0 55 92 %Approach Total 100.0 0.0 0.0 50.0 50.0 0.0 1.9 98.2 0.0 PHF 0.795 0,000 0.000 0.795 0.250 0.250 0.000 0.500 0.250 0.750 0.000 0.764 0.885 Entering Leg 35 0 4 35 1 1 0 2 1 54 0 S5 92 Exiting Leg 55 1 36 92 Total 90 31 91 184 PDI File #: 186673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Code: TBA Count Date: Thursday, January 3, 2019 Start Time: 7:00 AM End Time: 9:00 AM Class: PRECISION D A T A INDUSTRIES, LLC 46 MWO. Sueeu Framingham, MR o1702 Otlice:5o8 875 0140 Fa, 50&-875-0118 Email: dw—q—u Ppdillccom Articulated Trucks 7:00 AM 7:15AM 7:30 AM 7AS AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left U-Turn Total Righ[ Left U?urn Total Right Thru U-Turn Total Total 0 0 0 0 3 0 0 3 3 0 a 3 1 0 0 1 1 a 0 1 0 0 0 0 0 0 0 0 a 0 a o 0 0 0 a 0 3 0 3 0 2 0 2 0 0 0 0 1 6 5 1 Total 7 0 0 71 1 0 0 11 0 5 0 51 13 8:00 AM 1 0 0 1 0 0 0 0 0 0 0 0 1 8:15AM 0 0 0 0 0 0 0 0 0 2 0 2 2 8:30AM 0 a o 0 0 0 0 0 0 1 0 1 1 8:45AM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 1 0 0 1 0 0 a 0 0 3 0 3 4 Grand Total B 0 0 8 1 0 0 1 0 8 0 8 17 Approach Y. 1a0.a 0_0 0.0 10a.0 0.0 0.0 0.0 100.0 0.0 Total % 47.1 0-0 0.0 47.1 5.9 0.0 0.0 5.9 0.0 47.1 OA 47.1 Exiting Leg Total 9 0 8 17 Peak Hour Analysis from 07:D0 AM to 09:00 AM begins at: 7:00 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left U-Turn I Total Right I Lek I U-Turn I Total Right Thru I U-Turn Total Total 7:00 AM 0 0 0 0 1 0 0 1 0 0 0 0 1 7:15AM 3 0 0 3 0 0 a 0 0 3 0 3 6 7:30AM 3 a 0 3 0 0 0 0 0 2 0 2 5 7:45 AM 1 a 0 1 0 0 0 0 0 0 0 0 1 Total volume 7 0 0 7 1 a 0 1 0 5 0 5 13 %Approach Total 100.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 PHF 0-583 0.000 0.000 0.583 0.250 0.000 0.000 0.250 0.000 0.417 U.000 0.417 0.542 Entering Leg I 7 0 0 Enting Leg {{ 1 0 0 1 0 5 0 s 13 0 7 13 Total 1 131 11 121 26 PDI File p: 186673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Code: TBA Count Date: Thursday, January 3, 2019 Start Time: 7:00 AM End Time: 9:00 AM Class: PRECISION D A T A INDUSTRiES, LLC 48 Morton Street Framingham. MA 01702 Odic'. 5088750100 Fax 508.875-0118 Email, dararequeslsapdillc-com Bicvcles (on Roadwav and Crosswalksl Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South . B.n u*.n [w[e cwwe rani aBnx E.n u-*wcwse cwva mni xBra m.,, u .� cwwe cx[a moi Tota I 7:00 Am 7A5 AM 7:30 AM 7:45 AM 0 a 0 0 0 0 D 0 0 0 0 0 a 0 a 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 a 0 0 0 0 a 0 0 0 0 0 0 0 0 a 0 0 0 0 0 a 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 a a 0 0 0 Q 0 0 Total 0 o 0 0 a 01 0 0 0 0 0 01 0 0 0 0 0 p 0 8:00 AM 0 0 D 0 0 8:15AM a 0 0 a 0 8:30 AM a 0 a 0 0 8:45AM 0 0 0 0 0 Total Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 0 0 o a o 0 0 0 0 0 0 a 0 0 0 a 0 0 a 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 a 0 0 0 a 0 0 0 0 0 0 a 0 0 01 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0.0 00 no 0-0 00 0.0 0.0 0.0 00 an 00 00 ou 0n 00 00 0.0 0.0 00 00 an 0 a 0 0 a 0 0 0 0 0 0 0,0 0.0 0.0 00 00 00 0.0 0.0 a0 00 0 0 0 0 0 a 01 0 7:00 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South — III I Grurn 1 -1B 1— Tmal - Urvm (W 0 mat xipnt mu Viym RV.WB LW.EB r dal Total 7:00 AM 0 0 0 0 0 a 0 0 0 0 0 0 D 0 0 0 0 0 0 7A5 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 a a a 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 7:45 AM 0 a 0 0 0 0 0 0 a o 0 0 0 0 0 0 0 0 0 Total Volume 0 0 o 0 0 0 0 0 o o 0 0 0 0 0 o 0 o 0 %Approach Total 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0-0 0.0 0.0 0.0 0.0 PH F u o0u o 000 n. non now 0 000 0.000 0.000 0,0oo 21ID0 0.000 0.000 0,000 0 000 0.000 0 uu0 0 Qno 0.000 Dow 0.000 Entering Leg I 0 0 0 0 0 Exiting Leg Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0' 0 0 PDI He N: 186573 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Cade: TBA Count Date: Thursday, January 3, 2019 StartTime: 7:00 AM End Time: 9:00AM Class: PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA o17o2 Office. 500 875 0100 F-506-975-0118 Email datareq—u pdillccom Pedestrians Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Titre Lrfi tr-Twit CW.FO Cw wB Tora lrh a Twn Cw SB Tuui atni Ir. We �te0 soul Total 7:00 AM 7:15AM 7:30 AM 7:45 AM 0 0 a 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 D 0 a 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 a 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 00 0 0 a 0 0 0 0 0 0 a 0 0 0 0 a 0 0 Total 0 a 0 0 0 01 0 0 0 0 0 of 0 a 0 D 0 01 ❑ 8:00AM o a 0 0 0 8:15AM 0 0 a 0 0 8:30 AM 0 0 0 a 0 8:45AM 0 0 0 0 a 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 a 0 0 a 0 0 0 0 0 0 D o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 Total 0 a 0 0 0 01 0 0 0 0 0 0! 0 0 0 a 0 01 0 Grand Total 0 0 a 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 Approach% 0 0 a 0 0 0 0 0 0 a 0 0 0 ❑ 0 Total% a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a Exiting Leg Total 0 0 o 0 Peale Hour Analysis from 07:00 AM to 09:00 AM begins at: 7:00 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South litre I Leh I a .wit I .. Toui .,' Leh --- cw va I ."'. -, urn we —, ore+ Total 7:00 AM 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15AM 0 0 a 0 0 0 0 0 0 0 a 01 0 a 0 a o 0 a 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 7:45AM a 0 0 D 0 0 a 0 0 0 0 0 0 0 a 0 0 0 0 Total volume 0 a 0 D 0 0 0 0 0 C 0 0 a 0 0 0 0 0 D %Approach Total 0.0 0.0 0.0 on 0.0 0.0 0.0 0.0 on 0,0 0.0 0.0 00 0.0 0.0 PHE 0 000 o 000 a.Ono 0 000 0.00o 0.000 0.000 0 000 0.000 0.000 0.000 0 000 O. aOa 0.000 0.000 0.000 0.000 0,000 0 000 Entering Leg I 0 0 0 0 0 Exiting leg Total 0 0 0 0 0 0 0 D 0 0 0 0 0 D D 0 01 01 0 PDI file #: 186673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Code: TBA Count Date: Thursday, January 3, 2019 Start Time: 4:00 PM End Time: 6:00 PM Class: PRECISION D A T A INDUSTMS, LLC 4B Mortnn Street Framingham. MAGI 702 C"ce508.875 0100 Fax --.508-875-0118 Email. datarequeslsgpdillc com Cars and Hea►ry Vehicles fComklinedl 4:00 PM 4:15 PM 4:30 PM 4:45 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru I Left I U-Turn I Total Right Left U-Turn Total Right Thru U-Turn Total Total 202 7 0 209 200 5 0 205 179 8 0 117 201 5 0 206 14 16 0 30 10 21 0 31 8 18 0 26 12 23 0 35 23 199 0 222 24 153 0 177 31 186 0 217 26 138 0 164 461 413 430 405 Total 782 25 D 8071 78 0 1221 104 676 D 7801 1709 5:00 PM 183 5 0 189 5 19 0 24 22 152 0 174 387 5:15 PM 177 10 0 187 14 22 0 36 26 151 0 177 400 5:30 PM 145 7 0 152 8 14 0 22 16 93 0 109 283 5:45 PM 142 8 a 150 11 19 0 30 27 91 0 118 298 Total 647 31 0 678 38 74 0 112 91 487 0 578 1368 Grand Total 1429 56 0 1485 82 152 0 234 195 1163 0 1358 3077 Approach % 96.2 3.8 0.0 35.0 65.0 0.0 14.4 85.6 0.0 Total % 46,4 1.8 0.0 48.3 2.7 4.9 0.0 7.6 6.3 37.8 0.0 44.1 Exiting Leg Totai 1245 251 1581 3077 Cars 1401 54 0 14SS 81 152 0 232 194 1122 0 1316 30G3 %Cars 98.0 96.4 0.0 98,0 98.8 99.3 0.0 99.1 99.5 96.5 0.0 96.9 97.6 Exlting Leg Total 1203 248 1552 3003 Heavy Vehicles 28 2 0 30 1 1 0 2 1 41 0 42 74 %Heavy vehicles 2.0 3.6 0.0 2.0 1.2 0.7 0.0 0.9 0.5 3.5 0,0 3.1 2A Exiting Leg Total 42 3 29 74 Peak Hour Analysis from 04:00 PM to 06:00 PM hezins at: 4:00 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Leh U-Turn Total Right Left I U-Turn I Total Right Thru U-Turn I Total Total 4:00 PM 207 7 0 209 14 16 0 30 23 199 0 222 461 4:15 PM 200 5 0 205 10 21 0 31 24 153 0 177 413 4:30 PM 179 8 0 187 8 18 0 26 31 186 0 217 430 4:45 PM 201 5 0 206 12 23 0 35 26 138 0 164 405 Total Volume 782 25 0 807 44 78 0 122 104 676 0 78G 1709 %Approach Total 96.9 3.1 0.0 36.1 63.9 0-0 13.3 86.7 0.0 PHr 0.968 0.781 0.000 0,965 0.786 0,848 0.000 0.871 0.839 0.849 0.000 0,878 0.927 Cars 761 25 0 7861 43 77 0 12D 103 645 0 748 1654 Cars% 97.3 100.0 0.0 97-4 97.7 98.7 0.0 98.4 99.0 95.4 0.a 95.9 96.8 Heavy Vehicles 21 0 0 21 1 1 0 2 1 31 0 32 55 Heavy Vehicles% 2.7 0.0 0.0 2.6 2.3 1.3 0.0 1.6 1.0 4.6 0.0 4.1 3.2 Cars Enter Leg 761 25 0 786 43 77 0 120 101 645 0 748 1654 Heavy Enter Leg 21 0 0 21 1 1 0 2 1 31 0 32 55 Total Entering Leg 782 25 0 9071 44 78 0 122 104 676 0 780 1709 Cars Exiting Leg 688 128 838 1654 Heavy Exiting Leg 32 1 22 55 Total Exiting Leg 7201 129 860 1709 PDI F le W 186673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Code: TBA Count Date: Thursday, January 3, 2019 Start Time: 4:00 PM End Time: 6:00 PM Class: PRECISION D A T A INDUSTRIES. LLC 46Marton Streel,Pramingham, MA 01702 Offs— 508 875 0100 Fax 508-875-0118 Email . data ieque'u apdilk— Cars -Combined (Motorcvcles. Cars. Lieht Goods) 4700 PM 4:15 PM 4:30 PM 4745 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Leh U-Turn Total Right Lek U-Turn I Total Right Thru I U-Turn I Total Total 193 7 0 200 195 5 0 200 174 8 0 182 199 5 0 204 14 16 0 30 10 21 0 31 7 18 0 25 12 22 0 34 23 192 0 215 24 139 0 163 30 177 0 207 26 137 0 163 445 394 414 401 Total 761 25 0 7861 43 77 0 1201 103 645 0 748 1654 5:00 PM 181 6 0 187 5 19 0 24 22 149 0 171 382 5:15 PM 174 10 0 184 14 22 0 36 26 147 0 173 393 5:30 PM 144 5 0 149 8 14 0 22 16 90 0 106 277 5A5 PM 141 8 0 149 11 19 0 30 27 91 0 118 297 Total 640 29 0 669 38 74 0 112 91 477 0 568 1349 Grand Total 1401 54 0 1455 81 151 0 232 194 1122 0 1316 3003 Approach % 96.3 3,7 00 34.9 65.1 0.0 14-7 85.3 0.0 Total% 46.7 1.8 0.0 48.5 2.7 5.0 0.0 7.7 6.5 37.4 0.0 43.8 Exiting Leg Total 1203 248 1552 3003 Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left I U-Turn Total Right Lett U-Turn I Tota{ Right Thru U-Turn Total Total 4M PM 193 7 0 200 14 16 0 30 23 192 0 215 445 4:15 PM 195 5 0 200 10 21 0 31 24 139 0 163 394 4:30 PM 174 a 0 182 7 18 0 25 30 177 0 207 414 4:45 PM 199 5 0 204 17 22 0 34 26 137 0 163 401 Total volume 761 25 0 786 43 77 0 120 103 645 0 748 1654 %Approach Total 96A 3.2 0.0 35.8 64.2 0.0 13.8 W2 0.0 PHF 0.956 0.781 a.aoo 0.963 0.768 0.875 0.000 0.882 0.858 0.840 0.000 0.870 0.929 Entering Leg I 761 25 0 Exiting Leg Total 43 77 0 1201 103 645 0 7481 1554 128 838 1654 2481 15861 3308 P01 File #: 186673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHS/ M.Baidy PRECISION D A T A Site Code: TBA MUSTRIES.LLC Count Date: Thursday, January 3, 2019 46Wit- Srreet.F-rrigharr.MA01702 Of -500 875-0100 Fax:508-875.0118 Start Time: 4:00 PM Email: datarequestsapdillc corn End Time: 6:00 PM Class: Heaw Vehicles -Combined (Rusps_ sinoip_unir Trlirtre ArtirFrinhoa T.rtrl«► 4:00 PM 4:15PM 4:30 PM 4145PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left U-Turn Total Right Leh U.Turn Total Right Thru U-Turn Total Total 9 O 0 9 5 0 0 5 5 0 0 5 2 0 0 2 0 0 0 0 0 0 0 01 1 o a 1 0 1 0 1 0 7 p 7 0 14 0 14 1 9 0 10 0 1 0 1 16 19 16 4 Total 121 0 0 211 1 1 0 21 1 31 0 321 55 5:00PM 2 0 0 2 0 0 0 0 0 3 0 3 5 5:15PM 3 a 0 3 0 0 0 0 0 4 a 4 7 530PM 1 2 0 3 0 0 0 0 0 3 0 3 6 5:45 PM 1 0 0 1 0 0 0 0 0 0 0 0 1 Total 7 2 0 9 0 0 0 0 0 10 0 10 19 Grand Total 28 2 0 30 1 1 0 2 1 41 0 42 74 Approach% 93.3 6.7 0.0 50.0 50.0 0.0 2.4 97,6 0.0 Total% 37.8 2.7 00 40.5 1.4 1.4 0.0 2.7 1.4 55A 0.0 56.8 Exiting Leg Total 42 3 29 74 Ruses 7 2 0 9 0 0 0 0 0 21 0 21 30 %Buses 25,0 100.0 0.0 30-0 0.0 0.0 0,0 0.0 0.0 51.2 0.0 50.0 40.5 Exiting Leg Total 21 2 7 30 Single -Unit Trucks 21 0 0 21 0 1 0 1 1 19 0 20 47 %Single -Unit 75.0 0.0 0.0 70,0 0.0 100.0 0.0 SOLO 100.0 46.3 0.0 47.6 56.8 Exiting Leg Total 19 1 22 42 Articulated Trucks 0 0 p 0 1 0 0 1 0 1 0 1 2 %Articulated 0,0 0.0 0.0 0.0 100.0 0.0 0.0 50.0 0.0 2A 0.0 2.4 2.7 Exiting Leg Total 21 0 0 2 Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Leh I U-Turn Total Right Left U-Turns I Total Right Thry Udurn Total Total 4:00 PM 9 0 a 9 0 0 0 0 0 7 0 7 16 4 1S PM 5 0 0 5 0 0 0 01 0 14 0 14 19 4:30 PM 5 0 0 5 1 0 0 1 1 9 0 10 16 4:45 PM 2 0 0 2 0 1 0 1 0 1 0 1 4 Totalvolurue 21 0 0 21 1 1 0 2 1 31 0 32 55 %Approach Total 100.0 0.0 0.0 50.0 50.0 0.0 3.1 96.9 0.0 PHF 0,583 0.000 0.000 0583 0.250 0.750 0.000 0.500 0,250 0.554 0.000 0.571 0.724 Buse! Buses % Single -Unit Truck. Single -Unit % Articulated Trucks Articulated % Buses Single -Unit Trucks Articulated Trucks Total Entering Leg Buses Singi Trucks Articulated Trucks Total Exiting Leg 4 0 0 4 0 0 0 0 0 17 0 17 21 19.0 0.0 0.0 19.0 0.0 0.0 0.0 0.0 0.0 54.8 0.0 53.1 38.2 17 0 0 17 0 1 0 1 1 13 0 14 32 81.0 0.0 0.0 81.0 0-0 100.0 0.0 50.0 100.0 41.9 0.0 43.8 58.2 0 0 0 0 1 0 0 1 0 1 0 1 2 0.0 0.0 0.0 0.0 100.0 0.0 0.0 50.0 0.0 3.2 0.0 3.1 3.6 4 0 0 4 0 0 0 0 0 17 0 17 21 17 0 0 17 0 1 0 1 1 13 0 14 32 0 0 0 0 1 0 0 1 0 1 0 1 2 21 0 0 21 1 1 0 2 1 31 0 32 55 17 0 4 21 13 1 18 32 2 al 01 2 32 11 221 55 PDI File #: 186673 A Location: N; Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Code: TBA Count Date: Thursday, January 3, 2019 Start Time: 4:00 PM End Time: 6:00 PM Class: PRECISION D A T A INDUSTRIES, LLC 46 Morton Street Framingham, MA 01702 ice: 508 875 0100 Fan: 508-875-0119 Email . dataregoests apolllc com rnrc 4:00 PM 4:15 PM 4:30 PM 4:45 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru I Leh U-Turn I Total Right I Leh I U-Turn I Total Right Thru U-Turn I Total Total 154 6 0 160 149 4 0 153 126 5 0 131 166 4 0 170 11 14 0 25 9 18 0 27 3 12 0 15 9 19 0 28 20 151 0 171 21 107 0 128 25 136 0 161 25 109 0 134 356 308 307 332 Total 595 19 0 6141 32 63 0 951 91 503 0 5941 1303 5:00 PM 155 6 0 161 5 17 0 22 20 121 0 141 324 5:15 PM 148 8 0 156 12 19 0 31 22 134 0 156 343 5:30 PM 125 5 0 130 5 13 0 18 16 76 0 92 240 5:45 PM 170 7 0 127 10 15 0 25 20 77 0 97 249 Total 548 26 0 574 32 64 0 96 78 408 0 486 1156 Grand Total 1143 45 0 1188 64 127 0 191 169 911 a 1080 2459 Approach % 96.2 3.8 0,0 33.5 66.5 0.0 15.6 84.4 0.0 Total % 46.5 1.8 0-0 48.3 2.6 5.2 0.0 7.8 6.9 37.0 0.0 43.9 Exiting Leg Total 975 214 1270 2459 Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:30 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Lek U-Turn I Total Right Leh U-Turn Total Right Thru U-Turn I Total Total 4:30 PM 126 5 0 137 3 12 0 15 25 136 0 161 307 4:45 PM 166 4 0 170 9 19 0 28 25 109 0 134 332 5:00 PM 155 6 0 161 5 17 0 22 20 121 0 141 324 5:15 PM 14B B 0 156 12 19 0 31 22 134 0 156 343 Totalvolume 595 23 0 619 29 67 0 96 92 Soo 0 592 1306 %Approach Total 96-3 3.7 0.0 30.2 69.8 0,0 15-5 84.5 0.0 Prlr 0.896 0.719 0.000 0.909 0.604 0.882 0.000 0.774 0.920 0.919 0,000 0.919 0,952 Entering Leg I 595 23 0 618I 29 67 0 9 Exiti ng teg 529 11 Total 1 1147 211 92 500 0 5921 1306 662 1306 12S41 2612 PDI File tt: 186673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Cade: TBA Count Date: Thursday, January 3, 2019 Start Time: 4:00 PM End Time: 6:00 PM Class: PRECISION D A T A INDUSTR1ES, LLC 46 Morcan Street Framingham. MA 01702 Of —508.875-0100 Fax.508-875-0118 Email. data,eq—[, apdiU com Ueht Goods Vehicle 4:00 PM 4:15 PM 4:30 PM 4745 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru I Left U-Turn I Total Right Leh U-Turn I Total Right Thru U-Turn Total Total 39 1 0 40 46 1 0 47 48 3 0 51 33 1 0 34 3 2 0 5 1 3 0 4 4 6 0 10 3 3 0 & 3 40 0 43 3 32 0 35 5 41 0 46 1 28 0 29 88 86 1117 69 Total 1166 6 0 1721 11 14 0 2SI 12 141 0 1531 350 5:00 PM 26 0 0 26 0 2 0 2 2 28 0 30 58 5:15 PM 26 2 0 28 2 3 0 5 4 12 0 16 49 5:30 PM 19 0 0 19 3 1 0 4 0 14 0 14 37 5745 PM 21 1 0 22 1 4 0 5 7 14 0 21 48 Total 92 3 0 95 6 10 0 16 13 68 0 81 192 Grand Total 258 9 0 267 17 24 0 41 25 209 0 234 542 Approach% 96.6 3.4 00 41.5 58.5 0.0 10.7 89.3 0-0 Total % 47.6 1.7 0.0 49.3 3.1 4A 0.0 7.6 4.6 38.6 0.0 43.2 Exiting Leg Total 226 34 282 542 Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Leh I Li I Total Right I left I U-Turn Total Right Thru I U-Turn I Total Total 4:00 PM 39 1 0 40 3 2 0 5 3 40 0 43 88 4A5 PM 46 1 0 47 1 3 0 4 3 32 0 35 86 4:30 PM 48 3 0 51 4 6 0 10 5 41 0 46 107 4:45 PM 33 1 0 34 3 3 0 6 1 28 0 29 69 Total volume 166 6 0 172 11 14 0 25 12 141 0 153 350 %Approach Total 96.S 3.5 0.0 44.0 56.0 0.0 7.8 92.2 0.0 PHF 0.865 0.500 0.000 0.843 0.688 0.583 0.000 0.625 0.600 0.860 0.000 0.832 0.818 Entering Leg 166 6 0 1721 11 14 0 Exiting Leg 152 Total a1n 12 141 0 1531 350 180 350 3331 700 PM File #: 186673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. 8aidy Site Code: TBA Count Date: Thursday, January 3, 2019 Start Time: 4:00 PM End Time: 6:00 PM Class: 2 PRECISION D A T A INDUSTRIES, PLC 46 MoFton Street. Framingham, MA 01702 Office, 50" 875 0100 F-506-875-0119 Emaif datarequestyapdiII, Buses 4:00PM 4:15PM 4:30 PM 4AS PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Leh U-T.rn I Total Right Left U-Turn F Total Right Thru U-Turn I Total Total 2 0 0 2 1 0 a 1 0 0 0 0 1 0 0 1 0 0 0 0 ❑ 0 0 0 0 a 0 0 ❑ 0 0 0 0 4 0 4 0 8 ❑ 8 a 5 0 5 0 0 0 0 6 9 5 1 Total 4 0 0 41 0 0 0 01 0 17 0 17 21 5:00PM SAS PM 5:30PM 5:45 PM 0 0 0 2 0 0 0 2 ❑ 1 ❑ ❑ 0 2 2 1 0 0 0 0 0 0 a 0 0 0 a 0 0 0 0 0 0 0 0 0 0 3 1 0 0 0 0 0 ❑ 3 1 0 0 5 3 1 Total 3 2 0 5 a 0 0 0 0 4 0 4 9 Grand Total 7 2 o 9 0 0 0 0 0 21 0 21 30 Approach % 77.8 22.2 0.0 0.0 0.0 0.0 0.0 100.0 0.0 Total% 23.3 6.7 0.0 30.0 0.0 0.0 0.0 0.0 0.0 70.0 0.0 70-0 Exiting Leg Total 21 2 7 30 Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left U-Turn Total Right Leh I U-Turn Total Right Thru I U-Turn Total Total 4:00 PM 4:15PM 4:30PM 4:45PM 2 1 0 1 0 ❑ 0 0 a 0 0 0 2 1 0 1 0 0 ❑ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 a 0 5 0 0 0 4 8 5 0 6 9 s 1 Total Volume 4 0 0 4 0 0 0 0 0 17 0 17 21 %Approach Total 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 PHF 0.500 0.000 0,000 0.500 0.000 0.000 0.000 a.000 0.040 0.531 0.000 0.531 0.583 Entering Leg I q 0 0 Exiting Leg 1 Total 0 0 0 01 0 17 0 171 21 0 4 21 211 42 PDI File d: 186673 A Location: IN: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Code: TBA Count Date: Thursday, January 3, 2019 Start Time: 4:00 PM End Time: 6:00 PM Class: PRECISION D A T A INDUSTRIES, LLC 46 Morran Streel,Eramingharn, MA 01702 Of ice.508 875 0100 Fax. 508-87"118 Finall_ dararegoes 1tpdilfc cam Sinde-Unit Trucks 4:00 PM 4:15PM 4:30 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru I Lefr I U-Turn I Total Right Left I U-Turn I Total Right I Thru I U urn Total Total 7 0 0 7 4 0 0 4 5 a 0 s i o 0 1 a 0 0 0 0 0 0 0 a 0 0 0 0 1 0 1 a 3 0 3 0 5 0 5 1 4 0 5 0 1 a 1 10 9 "14:45PM 3 Total 17 0 0 171 D 1 0 11 1 13 0 141 32 5A0 PM 2 0 0 2 0 0 0 0 0 3 0 3 5 5:15PM 1 0 0 1 0 0 0 0 D 1 0 1 2 5:30PM 1 0 0 1 0 0 0 0 0 2 0 2 3 5:45PM 0 0 0 0 0 a 0 D 0 0 0 0 0 Total 4 0 0 4 0 0 0 0 0 6 0 6 10 Grand Total 21 0 0 21 0 1 0 1 1 19 0 20 42 Approach% 100.0 0.0 0.0 0,0 100-0 0.0 5.0 95.0 0.0 Total% S0.0 0-0 0.0 50.0 &0 2.4 0.0 2.4 2.4 45.2 0.0 47.6 Exiting Leg Tota1 19 1 22 42 Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left I U-Turn Tota! Right Lett 0-Turn Total Right Thru U-Turn Total Total 4:00 PM 7 a 0 7 0 0 0 0 0 3 0 3 10 4:15 PM 4 0 0 4 0 0 0 a 0 5 0 5 9 4:30 PM 5 0 0 5 0 D 0 0 1 4 0 5 10 4:45 PM 1 0 0 1 D 1 0 1 0 1 0 1 3 Total Volume 17 a 0 17 0 1 0 1 1 13 0 14 32 98 Approach Total 100.0 0.0 0.0 0.0 100.0 0.0 T1 92.9 0,0 PHF 1 0.607 0.000 0.00 0.607 0.000 0.250 0.000 0.250 0.250 0.650 0.000 0.700 0.8M0 Entering Leg 17 0 0 17 Exiting Leg 13 30 0 1 0 1 1 13 0 14 32 1 18 32 21 321 64 PDI file #: 186673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Cade: TBA Count Date: Thursday, January 3, 2019 Start Time: 4:00 PM End Time: 6:00 PM Class: PRECISION D A T A INDUSTRIES. LLC 46 Morton Street, Framingham, MA 01702 Offi- 508 875 0100 F-508-675-0118 Email. datarequestsPpolllc.cam Articulated Trucks 4:00 PM 4:15PM 4:30PM 4:45PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Lek U-Turn Total Right Left U-Turn Total Right Thru U-Turn I Total Total 0 0 D 0 0 0 0 a 0 a 0 D 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 a 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 D 1 1 0 Total a 0 0 01 1 0 0 11 0 1 0 11 2 5:00 PM 5:15 PM 5:30 PM 5:45 PM Total Grand Total Approach % Total % 0 0 0 a 0 Q 0 0 0 o a 0 a 0 0 a 0 a o D o D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 a 0 0 0 0 0 0.D 0.0 0.0 0.0 0.0 0.0 Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 0 D 0 01 0 0 0 1 0 0 1 0 1 0 100.0 0.0 0.0 0.0 100.0 0.0 50.0 0.0 0.0 50-0 0.0 50.0 0.0 4:00 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left I U-Turn Total Right Left I U-Turn Total Right Thru U?urn Total TO[al 4:00 PM 0 0 0 D 0 0 0 D 0 a 0 D 0 415PM 0 0 0 0 0 0 0 0 0 1 0 1 1 4:30PM 0 0 0 0 1 0 0 1 0 0 0 0 1 4:45PM 0 0 D 0 0 0 0 0 0 0 0 0 0 Total volume D 0 0 0 1 0 0 1 0 1 0 1 2 %Approach Total 0,0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 PHF 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.250 0.000 0.250 0.000 0.250 0.500 Entering Leg I 0 0 0 0 Exiting Leg it 2 1 0 0 1 0 1 0 1 2 0 0 2 Total 1 21 11 11 4 PDI File #: 186673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Code: TBA Count Date: Thursday, January 3, 2019 Start Time: 4:00 PM End Time: 6:00 PM Class: PRECISION D A T A INDUSTRIES. LLC 46 Morton St—L Framingham, MA 01702 Off— 508.875 0100 Faxr508-875-01 IS EmaiL dmarequ-ts ? pollk — Ricvclles fnn Rnadwav and [rnccwallect Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South rhr� Leh urn [w E6 R natal bLM Leh VTu.n Lw-sg [w-u8 Loral RLna .0 u-- LW.W6 C-1. ruxa Total 4:00 PM 4:15PM 4:30 PM 4:45 PM 0 0 0 a 0 a 0 0 0 0 0 0 0 0 0 a 0 a 0 0 0 o p a 0 0 0 o 0 0 0 0 0 0 o a 0 0 0 o o a 0 0 0 o a 0 0 0 o 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 Total 0 0 0 0 0 01 0 0 0 0 0 01 0 0 0 0 0 01 0 5M PM 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15PM 0 a a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30PM a 0 0 0 0 0 0 a 0 0 0 a 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 a 0 0 0 a 0 0 0 a 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Approach% no 00 on 0.0 0.0 0o 0.0 0.0 0.0 0,C 0.0 0.0 0.0 an 0.0 Total% on 00 on 0.0 0.0 on 00 00 0.0 0.0 00 an 0.0 0.0 00 00 0.0 0.0 Exiting Leg Total 0 0 0 0 Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from Last from South -h Leh -- CWLQ WR iota[ I'& I LeM1 I a un [w$0 "_ m,. I u,lures _ Cw Total 4:00 PM 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 4:15PM a a o 0 a 0 0 0 a 0 0 0 a 0 0 0 0 0 0 4:30PM 0 0 0 a 0 0 0 0 0 a 0 0 0 a 0 a 0 0 0 4:45PM a 0 0 a 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 %Approach Total o.0 0.o 0o no o.o 0.0 no Do o.o c.o on o.o o.o 0o Do PHF a000 Dana 0.non 0000 o.o00 DoDD 0000 o,000 o.000 Dow 0.000 Dona 0.00a 0.ow oaoo now o.000 Dona a.000 Entering Leg 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Exiting Leg 0 0 0 0 Total 01 0 01 0 PM File #: 286673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHS/ M. Baidy Site Code: TBA Count Date: Thursday, January 3, 2019 Start Time: 4:00 PM End Time: 6:00 PM Class: PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA o17o2 Off ice: 508 87S 0100 Fax 508-875-01 T8 Email dalarequesis apdillc.cam Pedestrians Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South r,r lrh u�urn [W IE CwwB da leh I U.r— [WSfl Teri xryn Thr. r..Tn �x Wry [w-EB roirl TOtaI 4:00 PM 4:15PM 4:30 PM 4:45 PM 0 a 0 0 0 0 0 0 D 0 0 a a 0 a a 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 a 0 0 a 0 0 0 a 0 o a 0 0 0 0 D 0 a 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 Total I 0 0 0 0 0 01 D 0 0 0 a 01 0 0 0 0 0 01 0 5700 PM 5:15PM 5:30PM 5:45 PM D 0 0 0 0 a a 0 0 0 0 a 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 a 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ❑ 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Totai 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Approach% 0 0 0 0 0 0 0 a 0 0 a 0 0 a 0 Total% ❑ 0 0 0 0 a 0 0 0 0 0 0 0 0 0 a a 0 Exiting Leg Total 0 0 0 0 Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South 'tire I L& I �1— 1 cwto -a,,i tm I . 7n W .,,rn we cW-te T, Total 4:00 PM 0 D 0 a 0 0 0 a 0 a 0 a 0 0 0 0 0 0 0 4:15PM 0 0 0 0 0 D 0 0 0 a 0 0 0 0 0 a 0 0 a 4:30PM a 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 a 4:45PM 0 a 0 0 a 0 0 0 0 0 0 0 a a 0 0 0 0 0 Total Volume 0 0 0 0 0 0 a a 0 0 0 0 0 0 0 0 0 o 0 %Approach Total o.o o.0 0,o on 00 0.o 0.0 0o D.n o.o 0.0 0.0 on G.o Do PHF o.000 000c a. ono o.000 a.000 0.o0o a, oao a. con now o.000 0.000 Dow o000 0.000 o.oGo 0.000 Oto) o. o00 allo Entering Leg Exiting Leg Total 0 0 a a 0 01 0 a 0 0 0 a 0 0 a 0 0 0 0 0 0 01 a PDI File #: 186573 AAA Location: N: Station Avenue 5: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Code: TBA Count Date: Saturday, January 5, 2019 Start Time: 12:00 AM End Time: 1.00 PM Class: PRECISION D A T A SNDUSTRIES, LLC 46 Marton Street, Framingham, MA 01702 Office: 50e e75 WOO Fax sob-075-0n8 Emalh data requests a pdillcrom Cars and Heaw Vehicles (Combined) 11:00 AM 11:15 AM 11:30 AM 11745 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Leh U-Turn I Total Right Left 11 U-Turn I Total Right Thru U-Turn Total Total 126 4 0 130 136 5 0 141 134 4 0 138 156 6 0 162 7 18 0 25 4 13 0 17 5 23 0 28 7 17 0 24 18 166 0 184 27 155 0 182 21 149 0 170 28 140 0 168 339 340 336 354 Total 552 19 0 5711 23 71 0 94 94 610 0 7041 1369 U00 PM 143 4 0 147 15 22 0 37 17 130 0 147 331 12:15 PM 133 6 0 139 8 18 0 26 23 125 0 148 313 12:30 PM 143 5 0 148 5 12 0 17 21 119 0 140 305 12:45 PM 130 3 0 133 7 10 0 17 14 110 0 124 274 Total 549 18 0 567 35 62 ❑ 97 75 484 0 559- 1223 Grand Tatal 11D1 37 0 1138 58 133 0 191 169 1094 0 1263 2592 Approach% 96.7 3.3 0.0 30.4 69.6 0.0 13.4 86.6 0.0 Total% 42.5 1.4 0.0 43-9 2.2 5.1 0.0 7,4 6.5 42-2 0.0 48.7 Exiting Leg Total 11521 206 1234 2592 Cars 1078 36 0 1114 57 133 0 190 168 1079 0 1247 2551 %Cars 97.9 97.3 0.0 975 98-3 100.0 0.0 99.5 99.4 98.6 0-0 98,7 98.4 Exiting Leg Total 1136 204 1211 2551 Heavy Vehicles 23 1 0 24 1 0 0 1 1 15 0 16 41 %Heavy vehicles 2.1 2.7 0.0 2.1 1.7 0.0 0.0 0.5 0.6 1.4 0.0 1.3 1.6 Exiting Leg Total lb 2 23 41 Peak Hour Analvsis from 11:00 AM to 01:00 PM heeins at: 11:00 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left I 0-Turn I Total Right I Left U-Turn Total Right I Thru U-Turn I Total Total 11:00 AM 126 4 0 130 7 18 0 25 18 166 0 184 339 11:15 AM 136 5 0 141 4 13 0 17 27 155 0 182 340 11:30 AM 134 4 D 138 5 23 0 28 21 149 0 170 336 11:45 AM 156 6 0 162 7 17 0 24 28 140 0 168 354 Tat.1 Volume 552 19 0 S71 23 71 0 94 94 610 0 704 1369 %Approach Total 96.7 3.3 0.0 24.5 75.5 0.0 13.4 86-6 0.0 PHF 0-885 0.792 0.000 0.891 0.821 0.772 0.000 0,839 D.839 0.919 0.000 0.957 0,967 Cars 545 18 0 5631 23 71 0 94 94 604 0 698 1355 Cars % 98.7 94.7 0.0 98.6 100.0 100-0 0.0 100.0 100.0 99.0 0.0 99.1 99.0 Heavy Vehicles 7 1 0 8 0 0 0 0 0 6 0 6 14 Heavy Vehicles% 1.3 5.3 0.0 1.4 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.9 1.0 Cars Enter Leg 545 18 0 563 23 71 0 94 94 604 0 698 1355 Heavy Enter Leg 7 1 0 8 0 0 0 0 0 6 0 6 14 Total Entering Leg 552 19 0 5711 23 71 0 94 94 610 0 704 1369 Cars Exiting Leg 627 112 616 1355 Heavy Exiting leg 6 1 14 Total Exiting Leg 6331 113 6237 1369 PDI File #: 186673 AAA Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Code: TBA Count Date: Saturday, January 5, 2019 Start Time: 11:00 AM End Time: 1:00 PM PRECISION D A T A INDUSTRIES. LLC 46 Morron Street Framingh—, MA 01702 Mr.—S08 875 0100 rare 508-875-0118 Email. datareque. apdift — Liass: cars-Lombinetl (Motorcycles, Cars, Light Goods) Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left U-Turn Total Right Left U-Turn Total Right Thru U-Turn Total Total 11:00 AM 126 4 0 130 7 18 0 25 18 165 0 183 338 11:15 AM 132 5 0 137 4 13 0 17 27 154 0 181 335 11:30 AM 133 3 0 136 5 23 0 28 21 146 0 167 331 11745 A M 154 6 0 160 7 17 0 24 28 139 0 167 351 Total 545 18 0 5631 23 71 0 941 94 604 0 6981 1355 12:00 PM 138 4 0 142 14 22 0 36 i6 129 0 145 323 12:15 PM 130 6 a 136 8 18 0 26 23 120 0 143 30S 12:30 PM 138 5 0 143 5 12 0 17 21 119 0 140 300 12:45 PM 127 3 0 130 7 10 0 17 14 107 0 121 268 Totai 533 18 0 551 34 62 0 96 74 475 0 549 1196 Grand Total 1078 36 0 1114 57 133 0 190 169 1079 0 1247 2551 Approach% 96.8 3.2 0.0 30.0 70.0 0.0 13.5 86,5 0.0 Total% 42.3 1.4 0.0 43.7 2.2 5.2 0.0 7.4 6.6 42.3 0.0 48.9 Exiting teg Total 1136 204 1211 2551 Peak Hour Analysis from 11:00 AM to 01:00 PM begins at: 11:00 AM Station Avenue Stop & Shop south Driveway Station Avenue from Nort h from East from South Thru Left U-Turn Total flight Left U-Turn Total Right Thru U-Turn Total 2061 13141 2710 PDI File #: 186673 AAA Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/M.Baidy PRECISION Site Code: TBA T A hNUUSTRfES,LLC Count Date: Saturday, January 5, 2019 46 Mortan Street,Framingham. MA 01702 Office: 508 875 0100 fax. 508-875-0118 Start Time: 11:00 AM Emall:data,egceslsgpdi""om End Time: 1:00 PM Class: Heavv Vehicles -Combined (Buses. Sinele-Unit Trucks. Articulated Truckcl 11:00 AM 11:15AM 11:30 AM 11745AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left U-Turn I Total Right Left U-Turn I Total Right I Thru I U-Turn Total Total 0 0 0 0 4 0 0 4 1 1 0 2 2 0 0 2 0 0 0 0 0 0 a 0 a D 0 0 0 0 0 0 0 1 0 1 0 1 a 1 0 3 0 3 0 1 0 1 1 5 5 3 Total 7 1 0 81 0 D 0 01 0 6 0 61 14 12:00PM 5 a 0 5 1 0 0 1 1 1 0 2 6 12:15PM 3 a 0 3 0 0 0 0 0 5 a 5 8 12:30 PM 5 0 0 5 0 0 0 0 a 0 0 0 5 12:45 PM 3 0 0 3 0 0 0 0 0 3 0 3 6 Total 16 0 0 16 1 0 0 1 1 9 0 10 27 Grand Total 23 1 0 24 1 D 0 1 1 15 0 16 41 Approach% 95.3 4.2 0.0 100.0 0.0 0.0 6.3 93.8 0.0 Totai % 56.1 2.4 0.0 58 5 2.4 0.0 0.0 2.4 2.4 36.6 0.0 39.0 Exiting Leg Total 16 2 23 41 Buses 2 0 0 2 0 0 0 0 0 2 0 2 4 % Buses 8.7 0,0 0.a 8.3 0.0 0-0 0.0 0.0 0,0 13.3 0.0 12.5 9.8 Exiting Leg Total 2 a 2 4 Single -Unit Trucks 20 1 0 21 1 0 0 1 1 13 0 14 36 %Single -Unit 87.0 100.0 0.0 875 100.0 0.0 0.0 100.0 100.0 86-7 00 87.5 SL8 Exiting Leg Total 14 2 20 36 Articulated Trucks 1 0 0 1 0 a 0 0 0 0 0 0 1 % Articulated 4.3 0.0 0.0 4.2 U 0.0 0.0 0.0 0-0 0.0 0.0 0.0 2.4 Exiting Leg Total 0 0 1 1 Peak Hour Analysis from 11:00 AM to 01:00 PM begins at: 12:00 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Leh U-Turn Total Right Left I V-Turn Total Right Thru I V-Turn Total Total 12:00PM 5 0 0 5 1 a 0 1 1 1 0 2 8 12:15PM 3 0 0 3 0 a D a 0 5 0 5 8 12:30PM 5 a 0 5 0 0 0 a 0 a D 0 5 12:45PM 3 0 0 3 0 0 0 0 0 3 a 3 6 Total Volume 16 0 0 16 1 0 o 1 1 9 0 10 27 %Approach Total 100.0 0.0 0.0 100.0 0.0 0.0 10,0 90.0 0.0 PHF 0.800 0.000 0.000 0.800 0.250 0.000 0.000 0,250 0.250 0.450 0.000 0.500 0.844 Buses 0 0 0 0 0 0 0 0 0 0 a 0 0 Buses% 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Single -Unit Trucks 15 0 0 15 1 0 0 1 1 9 0 10 26 single -Unit% 93.8 0.0 0.0 93.8 100.0 0.0 0.0 100.0 100-0 100.0 0.0 100.0 96.3 Articulated Trucks 1 0 0 1 0 a 0 a 0 0 0 0 1 Articulated % 6.3 0.0 0.0 6.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.7 Buses 0 0 0 0 a 0 0 0 0 0 a 0 0 Single -Unit Trucks 15 0 0 15 1 0 0 1 1 9 0 10 26 Articulated Trucks 1 0 0 1 0 0 0 0 0 0 a 0 1 Total Entering Leg 16 0 0 16 1 0 0 1 1 9 0 10 27 Buses 0 0 0 0 Single -Unit Trucks 10 1 15 26 Articulated Trucks 0 o 1 1 Total Exiting Leg 101 1 7 27 PDI File #: 186673 AAA Location: N: Station Avenue S: Station Avenue Location: E: Stop &Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Code: TBA Count Date: Saturday, January 5, 2019 Start Time: 11:00 AM End Time: 1:00 PM Class: 2 PREC151DN D A T A INDUSTRIES. LLC 46 Morton Stteet, Framingham. M.A 07702 ottice508 875-0100 Fasr 50B-675-0118 Email. datareq—ts-5 polllc cam Cars 11:00 AM 11:15 AM 11730 AM 11745 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left U-Turn Total Right Left U-Turn Total Right Thru U-Turn Total Total 99 4 0 103 104 5 0 109 103 3 0 106 122 5 0 127 5 14 0 19 3 11 0 14 3 21 0 24 7 14 0 21 13 137 a 150 23 129 0 152 19 118 0 117 26 114 0 140 272 275 267 288 Total 428 17 0 4451 18 60 0 781 81 498 a 5791 1102 12:00 PM 104 2 0 106 13 20 0 33 9 95 0 104 243 121S PM 99 5 0 104 7 13 0 20 17 93 0 210 234 12:30 PM 107 5 0 112 3 12 0 15 19 88 0 107 234 12:45 PM 103 3 0 106 6 9 0 15 13 89 0 102 223 Total 413 15 0 428 29 54 0 B3 58 365 0 423 934 Grand Total 841 32 0 873 47 114 0 161 139 863 0 1002 2036 Approach% 96-3 3.7 0.0 29.2 70.8 0-0 13.9 86.1 0.0 Total% 41.3 1.6 0.0 42.9 2.3 5.6 0.0 7.9 6.8 42.4 0.0 49.2 Exiting Leg Total 910 171 9551 2036 Peak Hour Analysis from 11:00 AM to 01:00 PM begins at: 11:00 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left U-Turn Total Right Leh U-Turn Total Right Thru U-Turn Total Total 11:00 AM 11:15 AM 11:30 AM 11:45 AM 99 104 103 122 4 0 5 0 3 0 5 0 103 109 106 127 5 3 3 7 14 0 11 0 21 0 14 0 19 14 24 21 13 23 19 26 137 a 129 a 118 0 114 0 150 152 137 140 272 275 267 288 Total volume 428 17 0 445 18 60 0 78 81 498 0 579 1102 %Approach Total 96.2 3.8 0.0 23.1 76.9 0-0 14.0 86.0 0.0 PHF 0.877 0.850 0-000 0.876 0.643 0.714 0.000 0.813 0.779 0.909 0.000 0.952 0.957 Entering Leg 428 17 a 445 18 6a 0 78 81 498 0 579 1102 Exiting Leg 516 98 488 1102 Total 961 176 10671 2204 PDI File #: 186673 AAA Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Cade: TBA Count Date: Saturday, January 5, 2019 Start Time: 11:00 AM End Time: 1:00 PM class: PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham. MA 01702 Of(ce508875-0100 Fax: 508-875.0118 Email. dalareq—Is 2pdi11c com Lieht Goods Vehicle 11:00 AM 11:15 AM 11:30 AM 11:45 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Leh U-Turn I Total Right Left I U-Turn I Total Right Thru U-Turn I Total Total 27 0 0 27 28 0 0 28 30 0 0 30 32 1 0 33 2 4 0 6 1 2 0 3 2 2 0 4 0 3 0 3 5 28 0 33 4 25 0 29 2 28 0 30 2 25 D 27 66 60 64 63 Total 117 1 0 1181 5 11 0 lEil 13 106 0 1191 253 12:00 PM 34 2 0 36 1 2 0 3 6 34 0 40 79 1215 PM 31 1 0 32 1 5 0 6 6 27 0 33 71 12:30 PM 31 0 0 31 2 0 0 2 2 31 0 33 66 12:45 PM 24 0 0 24 1 1 0 2 1 18 0 19 45 Total 120 3 0 123 5 8 0 13 15 110 0 125 261 Grand Total 237 4 0 241 10 19 0 29 28 216 0 244 514 Approach % 98.3 1.7 0.0 34.5 65.5 0.0 11.5 88.5 0.0 Total % 46.1 0-8 0.0 46.9 1.9 3.7 0.0 5.6 5.4 42.0 0.0 47.5 Exiling Leg Total 226 32 256 514 Peak Hour Analysis from 11:00 AM to 01:00 PM begins at: 11:45 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Lek I U-Turn Total Right Lett I V-Turn I Total Right Thru I U-Turn Total TOtdI 11:45 AM 32 1 0 33 0 3 0 3 2 25 0 27 63 12:00 PM 34 2 0 36 1 2 0 3 6 34 0 40 79 12:15 PM 31 1 0 32 1 5 0 6 6 27 0 33 71 12:30 PM 31 0 0 31 2 0 0 2 2 31 0 33 66 Total Volume 128 4 0 132 4 10 0 14 16 117 0 133 279 Y Approach Total ]_97.0 3.0 0.0 28.6 71.4 0.0 12.0 88.0 0.0 PHF 1 0.941 0.500 0.000 0.917 0.500 0.500 0.000 0.583 0-667 0.860 0.000 0.831 0.883 Entering Leg I 129 4 0 1321 4 10 0 E.iting Leg Ijl_ _ 121 total 253 16 117 0 133 279 138 279 2511 558 PDI File #: 186673 AAA Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VMS/ M. Saidy Site Code: TBA Count Date: Saturday, January 5, 2019 Start Time: 11:00 AM End Time: 2:00 PM Class: 11:00 AM 11:15 AM 11:30 AM 11 A5 AM Total ?'S PRECISION D A T A INDUSTRIES. LLC 46 Moran Street, Framingham, MA 01702 off — 508 87s 0100 Fax, SOW875 0118 E-1 dararequesrs?pdilic cam Buses Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left U-Turn I Total Right Left U-Turn Total Right I Thru I U-Turn Total Total 0 0 0 0 0 a 0 0 0 1 0 1 1 1 a 0 1 0 0 0 0 0 0 0 0 1 1 0 0 1 0 0 0 0 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0 0 01 0 2 0 0 21 0 0 0 01 0 2 0 2 4 12:00PM 0 0 0 0 0 0 0 a 0 0 0 0 0 12:15PM 0 0 0 0 0 a 0 0 0 0 0 0 a 12:30 PM 0 0 0 0 0 a 0 0 0 0 D 0 0 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 a 0 0 0 0 a 0 0 0 0 Grand Total 1 2 0 0 2 0 0 0 0 0 2 0 2 4 Approach Y. 100.0 0.0 0.0 0-0 0.0 0.0 0.0 100.0 0.0 Total % 50.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 50.0 0.0 50.0 Exiting Leg Total 2 0 2 4 Peak Hour Analysis from 11:00 AM to 01:00 PM begins at: 11:00 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left U-Turn Total Right I Left I Q Turn Total Right Thru U-Turn Total Total 11:00 AM 0 0 0 0 0 0 0 0 0 1 0 1 1 11:15AM 1 0 0 1 0 a 0 0 0 0 a 0 1 11:30 AM 11:45.AM 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 0 TotaEvolume 2 0 0 2 0 a 0 0 0 2 0 2 4 %Approach Total 100A 0,0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 PHF 0.500 0.000 0.000 0.5a0 l 0.000 0.000 0.000 l 0.500 0.000 0.500 0.500 Entering Leg j 2 0 0 21 0 0 0 0 0 2 0 Exiting Leg I J Total 0 4 0 4 4 8 PDI File p: 186673 AAA Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: Vi M. Baidy Site Code: TBA Count Date: Saturday, January 5,2014 Start Time: 11:00 AM End Time: 1:00 PM Class: ?,..S PRECISION D A T A INDUSTRIES, LLC 45 Morton Street.Fiamingham, MA 01702 Office: 508 875 0100 FazSoa-s7s-ot is Finall� datarequesls 3pdillc corn Sinale-Unit Trucks 11:00AM 11A5 AM 11:30 AM 11:45AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thr❑ Leh J-Turn I Total Right Leh a -Turn I Total Right Thru U-Turn I Total Total 0 0 a 0 3 0 0 3 0 1 0 1 2 a 0 2 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 1 0 1 0 2 0 2 0 1 0 11 0 4 3 3 Total 5 2 0 61 0 0 a 01 0 4 a 41 10 12:00PM 4 a 0 4 1 0 0 1 1 1 0 2 7 12:15PM 3 0 0 3 0 0 0 0 0 5 0 5 8 12:30PM 5 0 0 5 0 D 0 0 0 0 0 0 5 12:45PM 3 0 0 3 0 0 0 D 0 3 0 3 6 Total 15 0 0 15 1 0 0 1 1 9 0 10 16 Grand Total 20 1 0 21 1 0 0 1 1 13 0 14 36 Approach% 95.2 4-8 0.0 100.0 0-0 0.0 7.1 92.9 0.0 Total% 55.6 2.9 0.0 58.3 2,8 0.0 0.0 2.8 2.8 36.1 0.0 38.9 Exiting Leg Total 14 21 20 36 Peak Hour Analysis from 11:00 AM to 01:00 PM begins at: 12:00 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Leh I Ll-Turn Total Right Leff I U.Turn I Total Right Thru I U.Turn Total Total 12:00PM 4 0 0 4 1 0 0 1 1 1 0 2 7 12:15PM 3 0 0 3 0 a 0 0 0 5 0 5 8 12:30 PM 5 0 0 5 0 0 0 0 0 0 0 0 5 12:45PM 3 0 a 3 D 0 0 0 0 3 0 3 6 Total Volume 15 0 0 15 1 0 0 1 1 9 0 10 26 %Approach Total 100,0 0.0 0.0 100.0 0.0 0-0 10.0 90.0 0.0 PHF 0,750 0.000 0.000 0.750 0.250 0.000 0.000 0.250 0.250 0,450 0.000 0.500 0.813 Entering Leg Exiting Leg 15 0 0 15 10 1 0 0 1 1 1 9 0 10 15 26 26 Total 251 21 251 52 PDI File if: 166673 AAA Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Code: TBA Count Date: Saturday, January 5, 2019 Start Time: 11:00 AM End Time: 1:00 PM Class: PRECISION D A T A INDUSM ES. LLC 46 Morton Street.rrarningham, MA 01702 Office 508.875 0100 Fa 508-875 a] 18 Email: dataregv stsapdillcmm Articulated Trucks 11:00 AM 11:15AM 11:30 AM 11:4S AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru I Left I U-Turn I Total Right Leh I U-Turn I Total Right Thru I U- urn Total Total 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 a o a 0 0 0 0 0 a 0 0 0 0 a 0 0 0 a 0 0 0 D 0 0 a a 0 Total 10 0 0 01 0 0 a 01 0 0 0 01 0 12t00 PM 1 0 0 1 0 0 0 0 0 0 0 0 1 12AS PM o 0 0 0 a o D 0 0 0 0 0 0 12:30PM 0 0 0 0 0 0 0 a 0 a 0 0 0 12:45PM 0 0 0 D 0 0 0 0 0 0 0 0 0 Total 1 0 0 1 0 0 0 0 0 0 0 0 1 Grand Total 1 D 0 1 0 0 0 0 0 0 0 0 1 Approach % 100.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total% 100.0 o.o 0.0 100.0 0.0 0.0 D.a 0-0 0.0 0.0 0.0 0.0 Exiting Leg Total Ell 0 1 1 Peak Hour Analysis from 11:00 AM to 01:00 PM begins at: 11:15 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Leh U-Turn Total Right Left U-Turn I Total Right I Thru U-Turn I Total Total 11:15AM 0 0 a a 0 0 0 0 0 0 a a 0 11:30 AM o 0 0 0 0 0 0 0 0 0 o a 0 11:45 AM 0 0 0 a 0 0 0 0 a 0 0 0 0 12:00PM 1 D 0 1 0 0 0 a 0 0 0 0 1 Total Volume 1 0 0 1 0 a 0 0 0 0 0 0 1 %Approach Total 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PHF 0.250 0-000 0.000 0.250 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 Entering Leg 1 0 0 Exiting Leg Total 0 0 0 01 0 0 0 01 1 0 1 1 1 2 PDI File k: 186673 AAA Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHS/ M. Saidy Site Code: TBA Count Date: Saturday, January 5, 2019 StartTime: 11:00 AM End Time: 1:00 PM Class: PRECISION D A T A INDUSTRIES, LLC 46 W—ton Street, F—ingham, MA 01702 Otrce:508615 0100 Fax 508-875-0118 Email datareq—ts epdillc.com Bicvcles (on Roadwav and Crosswalks) Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South u.— cw wa orer eum ten utw� ewse cwve ar, r -n.,, u.tw. ewwe ewce taw Total 11:00 AM 11:15AM 11:30AM 11:45 AM 0 0 0 0 0 0 0 a 0 a 0 0 0 0 0 0 0 0 0 0 0 0 a a 0 0 0 o 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 o 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a o 0 0 o a 0 0 0 a Total 0 0 0 o 0 01 0 0 0 0 0 01 0 0 0 a 0 01 0 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 a 0 a 0 0 0 a 0 12:15 PM 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 a 0 a 0 12:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45PM 0 a 0 0 a 0 0 0 0 a o 0 0 0 0 0 0 0 0 Total 0 a a o o a ❑ 0 0 0 0 0 0 0 a 0 0 0 0 Grand Total 0 a 0 0 a 0 0 0 0 0 0 0 0 a 0 0 0 a a Approach 0.0 00 0.0 a 0.0 00 no no 0.0 0.0 0.0 0.0 0o 00 a0 Total% 09 0.0 0.0 a.o 00 00 0.0 n0 no 0.0 0.0 0.0 0.0 0.0 0o n.n 00 0.0 Exiting Leg Total 0 0 0 0 Peak Hour Analysis from 11:00 AM to 01:00 PM begins at: 11:00 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Imo I un I � — I cw ee cw-wa r— wem ,err ut— -- — rn,„ u.rwn cwwe I cw ee 1 mwi Total 11:00 AM 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15AM 0 0 a a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 AM 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 a 0 0 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 ❑ a o 0 0 a 0 Total Volume 0 0 0 0 0 o 0 0 0 a 0 0 0 0 0 0 0 0 0 %Approach Total 0a no 0.0 0,0 0.0 0.0 0.0 0.0 d_o ao 0.0 0.0 0.0 0.0 0.0 PHF 0.000 0000 0.o00 0.000 0000 0000 a.000 anon 0.000 0.000 0.000 0.000 0000 0000 n.11n0 0-000 0,000 0coo 0000 Entering Leg Exiting Leg Total 0 0 0 0 0 01 a 0 0 ❑ a o1 0 o a a o 0 0 a 0 0 PDt File #: 186673 AAA Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Code: TBA Count Date: Saturday, January 5, 2019 Start Time- 11:00 AM End Time: 1:00 PM Class: PRECISION D A T A INDUSTRIES. LLC 46Mcnon Slr et,rramingham, MA 01702 Off —508-975.0100 Fax.508-875-0118 Emaildatarequest0pdVdc cam Pedestrians Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South u ten v _ I —',, I CW.WB — `-1 Leh uTwn 1 Cw-SE I 1w .,. I Tru I u 1— a CW-EB I To . Tota 11:00AM 11:15AM 11:30AM 11:45 AM 1 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 a 0 0 0 0 0 0 a 0 1 0 0 0 0 0 0 0 0 0 0 0 a 1 0 0 a 0 a 0 0 a 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 a 1 0 4 0 Total I a a 0 0 0 01 0 0 0 0 1 11 D 0 0 0 0 0 1 12:00 PM 0 0 0 0 a 0 0 0 0 0 0 a 0 0 0 0 0 0 12:15PM a a 0 0 0 0 0 0 a 0 0 0 0 0 0 a 0 0 1230 PM 0 a 0 0 0 0 0 0 0 0 a 0 a 0 0 a 0 0 12:45PM 0 0 D 0 0 0 a 0 0 a 0 0 0 0 0 0 a o Total 0 0 0 0 0 0 0 a 0 0 4 0 0 0 a 0 0 0 Grand Total 0 0 0 0 0 0 0 a 0 0 1 1 0 0 0 0 0 o Approach % D 0 0 0 0 0 0 0 0 200 0 0 0 a 0 Total % 0 0 0 0 0 0 0 0 0 0 100 100 a 0 0 a 0 a Exiting Leg Total 0 1 0 Peak Hour Analysis from 11:00 AM to 01:00 PM begins at: 11:00 AM I Station Avenue Stop & Shoo south Drivewav Station Avenue 0 0 a 0 0 1 1 from North from East from South Thru {,n � Tu Ew 1B 1 Cw To[al l u CW CW Tmrl R- Mu - rn [W-WB Cw-EB io[,I Total 11:00AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 a 0 0 0 1 11:15AM 0 0 0 0 a 0 0 0 a 0 0 a 0 0 0 0 0 0 0 11:30AM 0 a 0 0 0 0 0 a o 0 ❑ 0 0 a 0 0 4 a 0 11:45 AM 0 0 0 0 0 Ell 0 0 0 0 0 Ell a 0 0 0 0 Ul a Total Volume 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 %Approach Total 0,0 0.0 0.0 0.0 0.0 0.0 0-0 0.0 0.0 100.0 a0 00 0.0 O.o 0.0 PHr 0.000 0.000 0.000 0.000 aOno 0.000 0.000 0.000 0.000 0.000 0-250 0-250 0,000 0.000 0.000 0.000 0,000 0.000 0250 Entering Leg 0 0 a 0 0 0 0 0 0 0 1 1 0 a 0 0 0 0 1 Exiting Leg 0 1 0 1 Total Ell 21 01 2 V -x LL CD < L N W 3 Iq a L N D) 0) - n O) M M �r M 7 M y� _ ML.Iko NM[n 7 O(n (n Mco CIA co apNC14 aa E Faa000000 _QI to 4'1 O � � O N O O (D N 0 N ,C . F 1 i i s 1 M LO u') CO V' co 1- J — N CO *^ c F o 0 0 0 0 0 0 0 Z) Q) N (O [[] N O) { N N N L 7I-(M D)M N(DO r r r oaoaaoaon0co J V to to N uy C Lo to E F o CD o 0 0 0 0 0 0 _LO L M LL) (p (2 47 M C 0 r N Q) (D O � ti ti J }30000000Cl �aaa¢¢aa¢ �aLOMU3oCMLo �ntin�coao6000 `ou 7 G � y c a0 o b wq Z w V Li CD<-'M L r4 O Z Q' L C_ O 1 L N [ 4c r 7`0� CJ cC p � N ❑ ,� 0.1 Uaw...lvav�U❑3 H 7 n u ' N LOONM CO Y7 ON -j c F o Cl 0 0 0 0 0 0 r O)NON.-O NO 7 O— N O +-- O M O . F ) 1 7 )� N N (N N r 7 N (`') J E F G 0 0 0 0 0 0 0 QI CO co M V N V 7 i L In LO N M [D I ~ d 7 rM�N(D 00 CO J F CD O 0 0 0 0 0 0 L G1 N O 7 Lcnr"�v�U')w J O M C) 0 N O N F 4 0 d 0 0 0 0 0 D CD E 2 22 � o7Mva7In r r,rrcoco00co t (0 d N d r r b lG O� 0 O L ' W Y a L O 3 C ry N j n y ^ Y O Ua m J i v�uC]3 r. y L q: co �){$\ LL !=2- � } _ < © ¥ ®\eke»\ /§ tn w z 2 g \ Li ® k = e Q * § =tea CD < 0 colu. ,C z LL co < ` 3 ce !9 Of O � .0 V) � Y C o� O m ,l O p p p v >, of o :c 3 � O Gi •� Q U i i 3 M Ua"m�vlinU°03 r Ft N1-1 1 O O r N n O P P 0 0 000 L dIbNOOO�00 7 )tPPC?NOOrO i 1 7 3 p 0 6 0 0 0 0 0 Cy r o0 r r 0 p i ~ d N N r r N O M 0 E O a a 0 0 0 0 0 O) O .- p N r N N r E H Jr O M r O 0 a r F7oobbbboP �aa¢aaaaa F" Q 0 0 0 0 u, 0 Ln 'tea —M'cr Or M'I .- r N N N N � r cm n o O 3 C CA u--T LL < 3CD a 'O ro 0 T m z Q � o Q m .o Vn t� L v, o f° `tl 3 x cu U t+ O S 0 yIL-_ f Y x ci y •o o i o m Uam.acnrnU�3 Le 0 � W 0 � m z o C 0 2 s CJ c n WALL J -0 W W 2 Q V N 7 'G a 41 ^ 7 (' Q L C L y m U� r/) U) a 0 �a c = ? 7 Q 0 0 0 16z U) r a a N U") f+') It U] - V- Ol N p �m N LL L 0 Q 6)a=MNC*i� Om a> C r— vi C C 7 0 N N = N C at a F W ONMCD F?J 40 E\' F O O Cl O C O 0 0 F p p � � Q e h-of O0047 WCD �r E N r a0 00 m 0 2 a L N N �fi f•7 co N h C7 C N C F V 7 7 7 r T � a N C 17 p co m W, ao 6) T ti N O N a0 LU `� QI a a,N W I- T f- w Lo (0 F J pl- M Ln p O � a 0 F o 0 0 0 0 0 0 o F o 0 o L w N O (p co 117 fh N a am O O a I-- O T a0 M N Lo 0 ` U, 7aL Oar q] N.--a-O � 7'pL 01 00 7 7~ y 7 H M M Q L Q W C L C L O 4 7 O j a � CO 7 (D N M7 O'q N Cn OJri � r N � o F O O Q p 0 0 0 0 F O p � � a 0 01 V N M +-- N O N r 2n !p M Q M M N 20 N aO O 47 C1 e C C F O m f c a L lff m m v }o >o as cc o o r p 2 Z Ch O 1['l N 7 N E� (D iG z t O a J N N N .-^ N J co M p C C a F 0 0 0 0 0 0 0 0 z O p c z Faadadaaaa Y ¢ o r- 0 LO0 cn 047 O CD a0 °off, morT-41-- by 05vvv�vLOW)inLn yr o0 Q 5W m 0 Ul 7 0 2 C 0 O F L u z � � � CD m \ � 3 � S \ § \ 5 G e z 2 0 & \\ \� C==4zzUo/ LM ƒ' f' z e COD O m LL ai y v •p Q v L� j T� �aa�o�v�v��ra3 b w N � 0 � C N N a O C b (0 O N N 7 0 z O H a (n c� z � � cop � � </ w §mac C �2LL e \� 3 LU � w 2 oa cn (X 3 0 _ 0 LU�=o 2/® a 2\ \ k O))) k \ w /cz2\/jR/ z 0 CO3 co m A LL F— x o�No3 c 0 8 0 u of •p c T y C�O.[11C..i�3 m N N 7 O C O W .o O ai �{ )E 73 \(\j ) In LL CD <\5\} 0 <� m } j z m 2 00 \ k ~ * �o §.2 / / ƒ 2 § 0 / 2 ƒ 2 0 2\ © » E o _ * \�k\\\\R\ ) k Page 1 473 Station Ave south of Whites Path City, State: Yarmouth,MA Client: Seasons! N. Sanvifle SB Start Cars & 2 Axle Time Bikes Trailers Long Buses 11 /29/1 8 0 20 3 1 01:00 0 2 4 1 02:00 0 6 1 0 03:00 0 3 0 0 04:00 0 11 3 0 05:00 0 36 27 0 06:00 4 188 69 11 07:00 21 358 154 9 WOO 15 411 134 1 09:00 10 407 131 7 10:00 14 382 158 6 11:00 17 400 135 6 12 PM 21 434 179 1 13:00 20 447 150 17 14:00 20 437 134 9 15:00 21 498 122 5 16:00 28 458 170 3 17,00 20 481 135 1 18:00 6 347 97 0 19:00 3 226 61 0 20:00 2 172 37 0 21:00 2 167 32 0 22:00 0 78 24 0 23:00 0 59 8 1 Total 224 6028 1968 79 Percent 2.5% 67.6% 22.1 % 0.9% AM 07:00 08:00 10:00 06,00 Peak Vol. 21 411 158 11 PM 16.00 15:00 12:00 13:00 Peak Vol. 28 498 179 17 PRECISION D A T A INDUSTRIES, LLC ab Morlon 5t,eel Framingham, MA 01702 office.508 875 0100 F..508-87"I I Email data rerlue.t0pd!II, com 186595 AA Class Site Code: TBA 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axi <6 Axl 6 Axle >6 Axl 6 Tire Single Single Double Double Double Multi Multi Multi 0 0 0 0 1 0 0 0 0 1 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 2 1 0 0 1 0 0 0 0 4 2 0 0 0 0 0 0 0 22 3 0 0 1 0 0 0 0 44 2 0 4 0 0 0 0 0 49 6 1 4 2 0 0 0 0 46 2 2 4 0 0 0 0 0 46 6 1 3 0 0 0 0 0 39 2 0 3 1 0 0 0 0 40 5 1 4 1 0 0 0 0 30 11 0 6 1 0 0 0 0 39 10 1 5 0 0 0 0 0 29 7 1 4 0 0 0 0 0 23 9 0 3 2 0 0 0 0 28 2 0 1 1 0 0 0 0 17 1 0 0 1 0 0 0 0 8 2 0 1 1 0 0 0 0 7 0 0 1 0 0 0 0 0 4 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 484 71 7 43 13 0 0 0 0 5-4% 0,8% 0.1% 0.5% 0.1% 0.0% 0.0% 0.0% 0.0% 08:00 08:00 09:00 07:00 0800 49 6 2 4 2 12,00 13:00 12:00 13:00 16 00 40 11 1 6 2 Total 25 8 9 3 18 69 298 592 623 609 616 603 686 682 655 687 696 669 469 302 219 205 104 70 8917 0800 623 16:00 696 473 Station Ave south of Whites Path City. State: Yarmouth,MA Client Seasons/ N. Sanville SB Start Cars & 2 Axle Time Bikes Trailers Long Buses 11 /3011 8 0 23 4 0 01:00 0 13 4 0 02:00 0 4 0 1 03:00 0 6 3 0 04:00 0 13 4 0 05:00 0 47 24 1 06'00 4 200 79 14 07:00 21 410 172 9 08:00 13 416 156 3 09:00 10 407 137 5 10:00 8 418 135 1 11:00 10 433 158 4 12 PM 15 474 124 3 13:00 14 467 152 16 14:00 28 478 168 6 15:00 24 427 143 10 16:00 25 505 175 3 17 00 17 560 138 0 18:00 8 379 92 1 19:00 4 254 53 0 20 00 2 189 49 0 21:00 1 188 42 0 22:00 0 144 29 0 23:00 1 87 13 1 Total 205 6542 2054 78 Percent 2.2% 69.0% 21.7% 0.8% AM 07:00 11:00 07:00 06 00 Peak Vol. 21 433 172 14 PM 14.00 17 00 16:00 13:00 Peak Vol. 28 560 175 16 Died PRECISION D A T A INDUSTRIES, LLC 46 Marton Street, Framingham, MA 01702 office. SOa a75 moo r.. 50$-825-0110 Email datarequests _ pdill-om Page 2 186595 AA Class Site Code: TBA 2 Axie 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl 6 Tire Single Single Double Double Double Multi Multi Multi 1 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 7 1 0 1 0 0 0 0 0 21 1 0 0 3 0 0 0 0 46 12 0 7 3 1 0 0 0 32 7 1 6 0 0 0 0 0 39 7 0 1 1 0 0 0 0 34 4 0 5 0 1 0 0 0 30 6 1 3 1 0 0 0 0 39 7 1 2 1 0 0 0 0 45 5 1 3 1 0 0 1 0 27 5 0 6 0 0 0 0 0 38 7 0 4 1 0 0 0 0 26 5 0 1 0 0 0 0 0 17 3 1 3 0 0 0 0 0 19 1 0 0 1 0 0 0 0 14 1 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 5 1 0 0 0 0 0 0 0 4 0 0 3 0 0 0 0 0 4 0 0 0 0 0 0 0 0 462 74 5 46 12 2 0 1 0 4.9% 0.8% 0A% 0-5% 0.1% U% 0.0% 0-0% 0.0% 07 00 07:00 08,00 07:00 06:00 07:00 46 12 1 7 3 1 13:00 12:00 12:00 1400 12:00 13100 45 7 1 6 1 1 Total 29 18 7 10 19 81 322 681 634 607 606 646 666 705 718 654 740 739 501 326 249 237 180 106 9481 07:00 681 16 00 740 viod Page 3 473 Station Ave PRECISION D A T A south of Whites Path INDUSTRIES, LLC Clt State: Yarmauth,MA 45 Morton Mreet,Fram ingham. MA 01702 Yr Office 508 875 0100 Faw:508.875-0118 186595 AA Class Client: Seasons! N. Sanville Ema',`da'a' q—ty3pd1°"°" Site Code: TBA SB Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axf Time Bikes Trailers tong Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 12/0111 8 0 36 9 0 0 0 0 0 0 0 0 0 0 45 01:00 0 24 1 1 0 0 0 0 0 0 0 0 0 26 02:00 0 10 1 0 1 0 0 0 0 0 0 0 0 12 03:00 0 4 2 0 0 0 0 0 0 0 0 0 0 6 04:00 0 8 3 1 1 1 0 0 0 0 0 0 0 14 05:00 0 27 8 0 1 0 0 0 0 0 0 0 0 36 06:00 0 83 36 0 9 1 0 0 1 0 0 0 0 130 OT00 8 202 68 0 25 1 0 1 1 0 0 0 0 306 08:00 7 341 105 1 29 2 1 1 0 0 0 0 0 487 09:00 8 345 114 0 42 4 1 1 0 0 0 0 0 515 10:00 11 439 126 1 27 6 0 0 0 0 0 0 0 610 11:00 17 454 164 1 36 6 0 2 2 0 0 0 0 682 12 PM 14 445 149 0 24 8 0 2 1 0 0 0 0 643 13:00 14 423 123 0 22 5 0 4 0 0 0 0 0 591 14:00 12 454 125 1 20 7 0 2 1 0 0 0 0 622 15 00 7 448 130 1 30 3 0 1 0 0 0 1 0 621 16 00 8 384 191 0 15 1 1 0 0 0 0 0 0 520 17:00 10 349 87 0 20 0 0 3 0 0 0 0 0 469 18:00 2 246 70 0 14 0 0 3 0 0 0 0 0 335 1900 0 225 62 0 7 0 0 0 1 0 0 0 0 295 20:00 0 173 33 0 11 0 0 1 0 0 0 0 0 218 21:00 0 131 28 0 5 0 0 0 0 0 0 0 0 164 22:00 0 123 25 0 5 0 0 0 0 0 0 0 0 153 23:00 0 89 21 2 3 0 0 0 0 0 0 0 0 115 Total 118 5463 1601 9 347 45 3 21 7 0 0 1 0 7615 Percent 1.5% 71.7% 21.0% 0.1% 4,6% 0.6% 0.0% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% AM 11.00 11:00 11:00 01:00 09:00 10 00 08:00 11:00 11:00 11 00 Peak Vol 17 454 164 1 42 6 1 2 2 682 PM 12 00 14:00 12:00 23:00 15 00 12:00 16:00 13:00 12:00 15:00 12:00 Peak Vol. 14 454 149 2 30 8 1 4 1 1 643 ie,.s PRECISION Page 4 473 Station Ave D A T A south of Whites Path INDUSTRIES. LLC City,State: Yarmouth,MA 46Monon 5l,-1,F—wgh—,MA 01702 DHice508-875-0100 Fax 508-87"118 186595 AA Class Client: Seasons! N. 5anvi1le Email: dalareq—ts-pol tic .cow Site Code: TBA SB Start 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 12/02/1 8 0 47 12 0 3 0 0 0 0 0 0 0 0 62 01:00 0 26 4 0 0 0 0 0 0 0 0 0 0 30 02:00 0 12 2 0 2 0 0 0 0 0 0 0 0 16 03:00 0 11 1 0 2 0 0 0 0 0 0 0 0 14 04:00 0 7 2 1 0 0 0 0 2 0 0 0 0 12 05:00 0 17 6 1 0 0 0 0 0 0 0 0 0 24 06,00 0 85 28 0 7 0 0 0 0 0 0 0 0 120 07:00 3 96 37 0 14 0 0 0 0 0 0 0 0 150 08:00 2 203 73 0 7 3 0 0 0 0 0 0 0 288 0900 3 239 68 0 12 3 0 0 0 0 0 0 0 325 10:00 2 279 81 0 26 1 0 0 0 0 0 0 0 389 11100 3 305 111 0 16 0 0 0 0 0 0 0 0 435 12 PM 3 337 94 0 14 3 0 1 0 0 0 0 0 452 13:00 6 314 104 0 13 1 0 0 0 0 0 0 0 438 14:00 6 313 83 1 20 3 0 1 0 0 0 0 0 427 15:00 3 311 76 0 16 2 0 1 1 0 0 0 0 410 16:00 9 324 80 0 13 0 0 0 0 0 0 0 0 426 17:00 1 216 47 0 8 1 0 0 0 0 0 0 0 273 1800 0 177 39 0 10 1 0 0 0 0 0 0 0 227 19:00 0 156 47 0 1 0 0 0 0 0 0 0 0 204 20:00 0 135 39 0 0 1 0 0 0 0 0 0 0 175 2100 0 118 25 0 3 0 0 0 0 0 0 0 0 146 22:00 0 68 11 0 2 0 0 0 0 0 0 0 0 81 23:00 1 38 8 0 2 0 0 0 0 0 0 0 0 49 Total 42 3834 1078 3 191 19 0 3 3 0 0 0 0 5173 Percent 0.8% 74-1% 20.8% 0.1% 3.7% 0-4% 0,0% 0.1% 0.1% 0-0% 0.0% 0.0% 0,0% AM 07:00 Peak 11:00 1100 04:00 10:00 08:00 04:00 11.00 Vol. 3 305 111 1 26 3 2 435 PM 16.00 Peak 1200 13:00 14:00 14:00 12 00 12:00 15:00 12:00 Vol. 9 337 104 1 20 3 1 1 452 vind PRECISION Page 5 473 Station Ave D A T A south of Whites Path INouSrRrES,LLe City, State: Yarmouth,MA Office 5085875 0F00mFaxIngh508�8 501?a 186595 AA Class Client: Seasons/ N. Sanville E-4 datalect-10pdill"om Site Code- TBA SB Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Ax) Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 12103/ 1 8 0 18 4 1 0 0 0 0 0 0 0 0 0 23 01:00 0 19 3 0 0 0 0 0 0 0 0 0 0 22 02:00 0 6 1 0 2 0 0 0 0 0 0 0 0 9 03:00 0 7 1 0 0 2 0 1 1 0 0 0 0 12 04:00 0 8 1 1 2 0 0 1 2 0 0 0 0 15 05:00 0 41 20 0 4 0 0 0 1 0 0 0 0 66 06:00 3 190 82 11 23 2 0 0 1 0 0 0 0 312 07:00 8 382 154 6 40 6 0 5 0 0 0 0 0 601 08:00 11 403 159 4 53 5 0 4 1 0 0 0 0 640 09-00 14 418 156 4 44 6 0 5 1 0 0 0 0 648 10:00 10 358 128 3 35 4 1 3 1 0 0 0 0 543 11:00 16 411 137 1 32 6 0 5 1 0 0 0 0 609 12 PM 9 470 161 4 22 5 2 1 1 0 0 0 0 675 13:00 9 499 130 16 32 10 0 4 0 0 0 0 0 700 14:00 22 433 124 4 22 7 0 2 2 0 0 0 0 616 15.00 36 439 138 6 33 2 1 3 1 0 0 1 0 660 16:00 25 510 165 3 68 4 1 4 0 0 0 0 0 780 17:00 10 523 114 2 54 5 0 3 1 0 0 0 0 712 18 00 6 318 65 0 31 3 0 2 0 0 0 0 0 425 19:00 2 231 63 0 19 2 0 0 0 0 0 0 0 317 20:00 1 177 32 0 14 0 0 0 0 0 0 0 0 224 2100 0 114 22 0 8 0 0 0 0 0 0 0 0 144 22:00 0 82 19 1 4 0 0 0 1 0 0 0 0 107 2100 0 43 7 1 5 0 0 0 0 0 0 0 0 56 Total 182 6100 1886 68 547 69 5 43 15 0 0 1 0 8916 Percent 2,0% 68.4% 21.2% 0.8% 6.1% 0.8% 0.1% 0.5% 0-2% 0.0% 0.0% 0.0% 0.0% AM 1100 Peale 09:00 08:00 06:00 0800 07:00 10:00 07:00 04:00 09:00 Vol. 16 418 159 11 53 6 1 5 2 648 PM 15:00 Peak 17 00 16:00 13:00 16:00 13:00 12:00 13:00 14,00 15:00 16:00 Vol. 36 523 165 16 68 10 2 4 2 1 780 r(3 PRECISION Page 6 473 Station Ave D A T A south of Whites Path INDUSTRIES, LLC City, State: Yarmouth,MA 'K)51Fhsea"io�5t88000 ao.ig 186595 AA Class Client: Seasons! N Sanville e—A dm—q.es„-pd.11,— Site Code: TBA SB Start 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 12/04/ 1 8 0 15 3 0 3 0 0 0 0 0 0 0 0 21 01:00 0 8 1 0 2 0 0 0 0 0 0 0 0 11 02:00 0 7 0 0 1 0 0 0 0 0 0 0 0 8 03:00 0 3 1 0 0 0 0 0 0 0 0 0 0 4 04:00 0 8 2 1 1 1 0 0 1 0 0 0 0 14 05:00 0 38 20 0 10 0 0 0 0 0 0 0 0 68 06:00 3 183 66 11 47 0 0 2 5 0 0 0 0 317 07:00 18 367 152 7 59 5 1 5 0 0 0 1 0 615 08:00 4 432 133 7 59 4 0 8 2 0 0 0 0 649 09:00 8 380 123 10 78 4 1 6 1 0 0 0 0 611 10:00 9 352 132 3 59 10 1 4 0 0 0 0 0 570 11:00 11 403 130 4 63 7 1 5 0 0 0 0 0 624 12 PM 11 469 144 3 33 8 0 5 1 0 0 0 1 675 13:00 11 466 136 21 54 9 1 1 2 0 0 1 0 702 14:00 23 465 127 7 43 7 1 4 0 0 0 0 0 677 15:00 31 414 163 8 40 2 1 6 0 0 0 0 0 665 16:00 43 411 136 3 58 4 0 6 1 0 0 1 0 663 17:00 15 540 128 1 44 3 1 3 0 0 0 0 0 735 18:00 4 328 85 0 25 1 0 0 0 0 0 0 0 443 19:00 0 220 47 0 28 1 0 0 0 0 0 0 0 296 20:00 1 196 38 1 18 1 0 0 0 0 0 0 0 255 21:00 1 130 28 0 11 0 0 0 1 0 0 0 0 171 22:00 0 93 15 0 3 0 0 0 0 0 0 0 0 111 23:00 0 40 8 0 4 0 0 0 0 0 0 0 0 52 Total 193 5968 1818 87 743 67 8 55 14 0 0 3 1 8957 Percent 2.2% 66.6% 20.3% 1-0% 8.3% 0,7% 0.1% 0.6% 0-2% 0.0% 0.0% 0.0% 0.0% AM 07:00 Peak 08:00 07:00 06 00 09:00 10:00 07:00 08:00 06 00 07:00 08:00 Vol. 18 432 152 11 78 10 1 8 5 1 649 PM 16:00 Peak 17:00 15:00 13 00 16:00 13:00 13:00 15:00 1300 13:00 12:00 1 T00 Vol 43 540 163 21 58 9 1 6 2 1 1 735 wi� Page 7 473 Station Ave P R E C I S I O N D A T A south of Whites Path INDUSTWES,LLC City, State: Yarmouth,MA 46Morion slreel,Framlogham,Mnovoz Y, Offi- 50&675 0100 Fax soa-875-0n8 186595 AA Class Client: Seasons) N. SanvilEe E_ij dara(egnesisipddic.com Site Code: TBA NB Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Ax) 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 1112911 8 0 9 3 0 0 0 0 0 1 0 0 0 0 13 01:00 0 6 2 3 1 0 0 0 0 0 0 0 0 12 02:00 1 8 0 0 2 1 0 0 0 0 0 0 0 12 03:00 0 5 1 0 1 0 0 0 0 0 0 0 0 7 04:00 0 29 5 0 2 0 0 0 1 0 0 0 0 37 05:00 0 94 35 0 14 1 0 0 1 0 0 0 0 145 06 00 4 258 128 0 15 2 1 0 0 0 0 0 0 408 07:00 18 474 164 7 30 8 0 4 0 0 0 0 0 705 08:00 13 411 174 3 33 4 1 8 1 0 0 0 0 648 09 00 7 426 142 15 36 6 3 6 1 0 0 0 0 642 10:00 13 401 148 4 31 7 1 3 1 0 0 0 0 609 11:00 18 352 133 1 25 10 2 2 1 0 0 0 0 544 12 PM 10 468 163 3 37 4 0 7 0 0 0 0 0 692 13:00 10 467 134 1 21 5 2 5 1 0 0 0 0 646 14:00 14 504 147 9 32 6 3 9 1 0 0 0 0 725 15:00 21 468 132 2 24 7 4 5 1 0 0 0 0 664 16:00 23 472 102 13 20 8 2 4 0 0 0 0 0 644 17:00 18 399 77 1 22 5 2 5 1 0 0 0 0 530 1800 5 303 81 2 13 2 1 0 1 0 0 0 0 408 19:00 4 214 51 0 3 0 0 1 0 0 0 0 0 273 20:00 2 134 39 0 4 0 0 0 0 0 0 0 0 179 21-00 1 97 16 0 1 1 0 0 0 0 0 0 0 116 22:00 0 54 10 0 2 0 0 0 0 0 0 0 0 66 23:00 0 24 3 0 0 0 0 0 0 0 0 0 0 27 Total 182 6077 1890 64 369 77 22 59 12 0 0 0 0 8752 Percent 2.1 % 69.4% 21.6% 0.7% 4.2% 0.9% 0-3% 0.7% 0.1 % 0.0% 0.0% 0.0% 0.0% AM 07:00 07,00 08:00 09:00 09 00 11:00 09:00 08:00 00:00 07:00 Peak Vol. 18 474 174 15 36 10 3 8 1 705 PM 16.00 14:00 1200 16:00 12:00 16:00 15:00 14:00 13:00 14:00 Peak Vol. 23 504 163 13 37 8 4 9 1 725 473 Station Ave south of Whites Path City, State: Yarmouth,MA Client: Seasons/ N. Sanville NB Start Cars & 2 Axle Time Bikes Trailers Long Buses 11 /30/1 8 0 17 2 1 01:00 0 6 3 0 02:00 0 7 1 1 03:00 0 5 2 0 04:00 0 30 4 0 05:00 0 102 34 1 06:00 1 288 121 0 07:00 14 487 207 10 08:00 11 483 198 4 09-00 14 407 160 13 10 00 10 400 117 3 11:00 6 425 131 5 12 PM 14 467 144 4 13:00 11 441 165 3 14:00 18 532 156 5 15:00 20 460 117 5 16:00 19 469 114 12 17:00 8 376 78 3 18 00 6 304 85 1 19:00 2 217 59 0 20:00 1 164 37 0 21,00 0 124 27 0 22:00 0 78 11 0 23:00 1 52 5 0 Total 156 6341 1978 71 Percent 1.7% 70 2% 21.9% 0.8% AM 07-00 0700 07:00 09:00 Peak Vol. 14 487 207 13 PM 15:00 14:00 1300 16:00 Peak Vol. 20 532 165 12 wirod PRECISION D A 1 A INDUSTRIES, LLC 46 Marton Seeet. Framingham, MA 01702 Office 508875 WOO Fax 509-875-0118 FinaiF datarequestWpddlc-cnm Page 8 186595 AA Class Site Code: TBA 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl 6 Tire Single Single Double Double Double Multi Multi Multi 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 14 0 0 0 1 0 0 0 0 18 0 0 1 1 0 0 0 0 37 8 2 7 0 2 0 0 0 33 4 1 2 0 0 0 0 0 19 6 2 4 0 0 0 0 0 28 0 1 3 1 0 0 0 0 19 6 0 3 1 0 0 0 0 27 7 1 2 0 0 0 0 0 33 3 1 3 0 0 0 0 0 40 7 3 6 3 0 0 0 0 19 9 5 9 1 1 0 1 0 12 2 2 7 0 0 1 0 0 12 2 0 2 0 0 0 0 0 14 2 0 0 0 0 0 0 0 11 0 0 0 0 0 0 0 0 4 1 0 0 0 0 0 0 0 3 1 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 355 58 18 49 8 3 1 1 0 3.9% 0.6% 0.2% 0.5% 0-1% 0.0% 0.0% 0.0% 0.0% 07:00 07 00 07:00 07:00 05:00 07:00 37 8 2 7 1 2 14:00 15:00 15:00 15:00 1400 15:00 16:00 15:00 40 9 5 9 3 1 1 1 Total 21 10 12 8 38 152 430 774 736 625 563 596 666 660 770 647 638 481 412 289 207 155 91 58 9039 07:00 774 14:00 770 473 Station Ave south of Whites Path City, State: Yarmouth,MA Client: Seasons/ N. Sanville NB Start Cars & 2 Axle Time Bikes Trailers Long Buses 1210111 8 0 21 3 1 01:00 0 9 1 2 02:00 0 10 0 0 03:00 0 7 3 0 04.00 0 14 2 0 05:00 0 47 18 1 06:00 0 113 46 0 07,00 3 228 100 2 08:00 12 368 117 0 09:00 8 371 135 0 1000 14 450 126 0 11:00 11 476 156 0 12 PM 9 507 150 0 1300 9 451 119 0 14:00 9 396 131 2 15:00 7 420 120 1 16,00 11 400 97 0 17:00 6 307 65 2 18.00 2 220 76 0 19 00 0 183 46 0 20:00 0 132 34 0 21:00 0 100 23 0 22:00 1 92 15 1 23:00 0 66 12 0 Total 102 5388 1595 12 Percent 14% 72.5% 21.5% 0.2% AM Peak 10:00 11:00 11:00 01 00 Vol 14 476 156 2 PM Peak 1600 12:00 12:00 14:00 Vol. 11 507 150 2 s ad PRECISION D A T A INDUSTRIES, LLC 46 Morton Street. Framingham. MA 01702 Office.-508-875 0100 Fax:508-875-0118 F—f data—Bt pddlt Com Page 9 186595 AA Class Site Code: TBA 2 Axle 3 Axle 4 Axle <5 AxI 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl 6 Tire Single Single Double Double Double Multi Multi Multi 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 6 0 0 1 0 0 0 0 0 11 0 0 0 0 0 0 0 0 14 0 2 5 1 0 0 0 0 30 2 0 1 1 0 0 0 0 27 2 1 4 0 0 0 0 0 19 3 0 2 0 0 0 0 0 18 4 1 2 1 0 0 0 0 13 2 3 0 0 0 0 0 0 27 1 1 3 0 0 0 0 0 23 1 1 4 0 0 0 0 0 16 2 1 1 0 0 0 0 0 16 4 0 4 0 0 0 0 0 14 1 1 0 2 0 0 0 0 5 0 0 1 0 0 0 0 0 12 0 0 0 0 0 0 0 0 4 0 1 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 264 22 12 29 5 0 0 0 0 3-6% 0.3% 0.2% 0.4% 0-1% 0.0% D.0% 0.0% 0.0% 08,00 11:00 07:00 07:00 07 00 30 4 2 5 1 13:00 16:00 12:00 14:00 17:00 27 4 3 4 2 Total 25 12 11 11 17 73 170 355 531 548 614 669 684 611 567 568 532 398 304 241 171 125 112 80 7429 11 00 669 1200 684 473 Station Ave south of Whites Path City, State: Yarmouth,MA Client: Seasons/ N. Sanville NB Start Cars & 2 Axle Time Bikes Trailers Long Buses 12102/1 8 0 37 3 1 01.00 0 12 4 0 02:00 0 8 3 0 0300 0 11 1 0 04:00 1 15 2 0 05:00 0 35 14 1 06:00 0 69 29 1 07:00 1 145 40 0 08:00 3 214 65 1 09:00 4 290 86 0 10:00 3 326 90 0 11:00 4 350 127 0 12 PM 4 404 109 0 13:00 6 380 98 0 14:00 6 364 88 1 15:00 5 309 76 0 16.00 3 285 57 0 17 00 2 223 49 0 18:00 3 167 41 0 19:00 1 147 24 0 20:00 1 96 23 0 21:00 1 56 12 0 22:00 0 32 5 0 23:00 0 12 6 0 Total 48 3987 1052 5 Percent 0.9% 75 7% 20.0% 0.1 % AM Peak 09.00 1100 11:00 00:00 Vol. 4 350 127 1 PM Peak 1100 12:00 12:00 14:00 Vol. 6 404 109 1 wilid PRECISION D A T A INDUSTRIES, LLC 46 Morton Sveel, F—i-9ham.MA 01702 (Ace508-875 0100 F-508-875-0118 F—L datarequ-ts=pollk— Page 10 186595 AA Class Site Code: TBA 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl 6 Tire Single Single Double Double Double Multi Multi Multi 0 0 0 0 0 0 0 0 0 3 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 1 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 6 0 0 1 1 0 0 0 0 10 0 0 0 0 0 0 0 0 17 0 0 1 0 0 0 0 0 12 1 0 0 0 0 0 0 0 16 0 0 1 0 0 0 0 0 14 4 0 0 0 0 0 0 0 6 1 1 1 0 0 0 0 0 7 2 1 1 0 0 0 0 0 14 3 0 0 1 0 0 0 0 9 1 0 0 0 0 0 0 0 5 0 1 1 0 0 0 0 0 9 1 0 0 0 0 0 0 0 4 1 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 3 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 148 17 3 6 2 0 0 0 0 2.8% 0 3% 0,1 % 0.1 % 0.0% 0.0% 0.0% 0.0% 0-0% 09:00 04:00 07:00 0700 17 1 1 1 12 : 00 12,00 13: 00 13: 00 15:00 14 4 1 1 1 Total 41 19 12 12 20 51 106 194 293 398 432 498 535 493 470 408 355 281 221 177 120 73 38 21 5268 11100 498 1200 535 rG Page 11 PRECISION 473 Station Ave D A T A south of Whites Path INDUSTRIES, LLC City, State: Yarmouth,MA ab Murton Sum. Framingham M1AA 0170 Y O(&ea08.a750100 F-508-e7-0118 186595 AA Cfass Client: Seasons/ N. Sanville EmafCaatareg°e" �'""°'" Site Code: TBA NB Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle t5 Axl 5 Axle >6 Axi c6 Axl 6 Axle >6 Axl Time Bikes "Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 1210311 8 0 14 1 1 0 0 0 0 0 0 0 0 0 16 01:00 0 9 3 0 0 0 0 0 1 0 0 0 0 13 02:00 0 8 2 0 1 0 0 0 0 0 0 0 0 11 0100 0 8 4 0 3 0 0 0 0 0 0 0 0 15 04:00 0 27 5 0 2 1 0 0 0 0 0 0 0 35 05:00 1 102 27 1 14 0 0 1 2 0 0 0 0 148 06:00 3 270 134 0 27 1 0 1 1 0 0 0 0 437 07:00 9 423 182 8 48 4 1 13 0 0 0 0 0 688 08:00 7 426 196 4 93 2 1 9 1 0 0 0 0 739 09 00 5 418 133 17 69 6 1 4 0 0 0 0 0 653 10:00 5 370 140 1 77 6 0 3 1 0 0 0 0 603 11:00 9 415 103 2 57 1 0 3 1 0 0 0 0 591 12 PM 9 452 131 0 52 6 1 3 2 0 0 0 0 656 13:00 6 476 124 3 46 7 0 8 0 0 0 0 0 670 14:00 21 500 115 6 23 3 8 7 1 0 0 0 0 684 15:00 20 440 119 1 24 11 5 8 0 0 0 0 0 628 16:00 20 440 132 14 65 2 2 5 0 0 0 0 0 680 17 00 10 350 126 3 63 6 2 5 0 0 0 0 0 565 18:00 4 224 78 2 36 0 0 0 0 0 0 0 0 344 19:00 2 182 64 0 21 0 0 0 0 0 0 0 0 269 20 00 0 115 37 0 18 0 0 0 0 0 0 0 0 170 21:00 1 47 20 0 9 0 0 0 0 0 0 0 0 77 22:00 0 46 15 0 3 0 0 1 0 0 0 0 0 65 2100 0 19 5 0 3 0 0 0 0 0 0 0 0 27 Total 132 5781 1896 63 754 56 21 71 10 0 0 0 0 8784 Percent 1.5% 65-8% 21.6% 0.7% 8.6% 0.6% 0.2% 0.8% 0.1% 0.0% 0-0% 0.0% 0,0% AM 07:00 08 00 08:00 09:00 08:00 09:00 07:00 07:00 05:00 08100 Peak Vol. 9 426 196 17 93 6 1 13 2 739 PM 14:00 14:00 16:00 16:00 16:00 15:00 14:00 13:00 12:00 14:00 Peak Vol. 21 500 132 14 65 11 8 8 2 684 473 Station Ave south of Whites Path City, State: Yarmouth,MA Client: Seasons! N. Sanville NB Start Cars & 2 Axle Time Bikes Trailers Long Buses 12/04/1 8 0 6 1 2 01:00 0 6 3 0 02:00 0 11 1 1 03:00 0 4 4 0 04:00 0 24 7 0 05:00 1 97 35 1 06:00 2 259 94 1 07,00 15 370 169 6 08:00 11 382 183 3 09:00 7 428 160 18 10 00 14 360 122 2 11:00 7 347 152 6 12 PM 14 431 118 2 1100 18 442 131 2 14:00 16 456 120 10 15:00 12 466 131 4 1600 22 442 94 7 17:00 13 397 111 3 18:00 4 288 67 0 19:00 2 202 36 0 20:00 2 160 40 0 21:00 0 76 18 0 22:00 0 58 4 0 23:00 0 20 4 0 Total 160 5732 1805 68 Percent 1.8% 65.0% 20.5% 0.8% AM Peak 07A0 09:00 08:00 09-00 Vol. 15 428 183 18 PM Peak 16.00 15:00 13:00 14:00 Vol. 22 466 131 10 miud PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Offi-508 875 0100 Fd%'508-87"118 E-1 datalequesM!pdiHc.com Page 12 186595 AA Class Site Code: TBA 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl 6 Tire Single Single Double Double Double Multi Multi Multi 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 23 1 0 0 1 0 0 0 0 75 2 0 3 0 0 0 0 0 97 7 1 7 0 0 0 0 0 81 6 2 11 1 0 0 0 0 81 3 0 7 0 0 0 0 0 57 4 0 6 0 0 0 0 0 81 8 0 4 0 0 0 0 0 63 5 0 10 0 0 0 0 0 59 6 2 4 0 0 0 0 0 49 5 7 7 1 1 0 0 0 30 9 9 7 0 0 0 0 0 33 7 9 19 1 0 0 0 0 47 3 0 5 0 0 0 0 0 22 1 0 0 0 0 0 0 0 19 0 0 2 0 0 0 0 0 11 0 0 0 0 0 0 0 0 8 0 1 0 0 0 0 0 0 4 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 851 67 31 92 6 1 0 0 0 9.7% 0.8% 0.4% 1.0% 0.1 % 0.0% 0.0% 0.0% 0.0% 07:00 11:00 08:00 08 00 00:00 97 8 2 11 1 12 : 00 15:00 15100 16: 00 14: 00 14:00 63 9 9 19 1 1 Total 10 9 16 10 36 159 436 672 680 704 565 605 643 664 672 668 634 579 382 261 213 103 67 25 8813 09:00 704 14 00 672 Page 1 473 Station Ave PRECISION D A T A south of Whites Path INousTRIrs,LtC City, State: Yarmouth,MA 46 Office 508on 5975 0100 Fa :508.MA 1 a 186595 AA Speed Client: Seasons) N Sanvilte E-1 d.1requestsepd!11ccom Site Code: TBA SB Start 1 15 20 25 30 35 40 45 50 55 60 65 70 Total 85th Ave Time 14 19 24 29 34 39 44 49 54 59 64 69 9999 % ile Speed 111291 18 0 0 3 2 7 6 5 1 1 0 0 0 0 25 42 35 01:00 0 0 0 0 1 3 3 0 1 0 0 0 0 8 43 40 02:00 0 0 0 0 2 4 1 2 0 0 0 0 0 9 45 39 0100 0 0 0 0 0 0 2 1 0 0 0 0 0 3 46 44 04:00 0 0 1 1 3 8 4 1 0 0 0 0 0 18 41 36 05:00 0 0 1 4 13 23 21 7 0 0 0 0 0 69 43 38 06:00 11 1 4 20 93 121 38 8 1 0 0 0 1 298 39 34 07:00 31 7 6 41 210 214 66 8 3 1 0 1 4 592 38 33 08:00 25 5 14 53 221 229 65 6 0 1 0 0 4 623 38 33 09 00 14 2 19 77 201 213 73 4 1 0 1 0 4 609 38 34 10:00 16 7 16 104 251 183 26 10 0 0 0 0 3 616 37 32 11:00 26 6 27 129 248 137 23 3 0 1 0 0 3 603 36 31 12 PM 23 1 32 148 283 160 34 1 0 0 0 0 4 686 36 31 1100 22 9 52 163 276 133 18 3 1 0 0 0 5 682 36 30 14:00 25 4 26 154 261 144 30 3 0 0 1 0 7 655 36 31 1500 50 23 54 164 275 101 12 4 0 1 0 1 2 687 34 29 16:00 48 9 39 203 240 132 16 1 0 3 0 1 4 696 35 29 17:00 37 5 32 150 269 151 25 0 0 0 0 0 0 669 36 30 18:00 5 3 19 104 169 130 36 3 0 0 0 0 0 469 37 32 19:00 5 2 9 32 89 118 41 6 0 0 0 0 0 302 39 34 20:00 1 2 9 23 63 78 38 4 1 0 0 0 0 219 40 35 21 00 0 0 14 19 51 75 41 5 0 0 0 0 0 205 40 35 22:00 0 0 3 13 21 42 22 2 1 0 0 0 0 104 41 36 23:00 0 0 1 3 11 24 27 3 1 0 0 0 0 70 42 38 Total 339 86 381 1607 3258 2429 667 86 11 7 2 3 41 8917 % 3.8% 1.0% 4.3% 18-0% 36.5% 27.2% 7.5% 1.0% 0.1 % 0.1 % 0.0% 0.0% 0.5% AM 07:00 07:00 1100 1100 10:00 08:00 09:00 10:00 07:00 07:00 09:00 07:00 07:00 08:00 Peak Vol. 31 7 27 129 251 229 73 10 3 1 1 1 4 623 PM 15:00 15:00 15:00 1600 12:00 12:00 19:00 19:00 13:00 16:00 14:00 15:00 14 00 16:00 Peak Vol. 50 23 54 203 283 160 41 6 1 3 1 1 7 696 Stats 15th Percentile i 25 MPH 50th Percentile : 32 MPH 85th Percentile : 37 MPH 95th Percentile : 41 MPH Mean Speed(Average) : 32 MPH 10 MPH Pace Speed: 30-39 MPH Number in Pace : 5687 Percent in Pace : 63.8% Number of Vehicles > 35 MPH : 2760 Percent of Vehicles > 35 MPH 31.0% OLJ r(2 473 Station Ave PRECISION D A T A south of Whites Path INDUSTRIES. EEC cit ,State: Yafmouth,MA 48Munon Ste t, Framingham, Mn o1702 y �ce508-8750100 Fax-508-875-0118 Client: Seasons/ N. Sanville Emad:datareyuescsaPdinccom SB Start 1 15 20 25 30 35 40 45 50 55 60 65 70 Total Time 14 19 24 29 34 39 44 49 54 59 64 69 9999 111301 18 0 0 0 2 7 9 9 2 0 0 0 0 0 29 01:00 0 0 1 0 4 6 4 0 2 0 1 0 0 18 02:00 0 0 0 0 0 5 1 0 0 1 0 0 0 7 0100 0 0 0 2 1 4 3 0 0 0 0 0 0 10 04:00 0 0 1 2 3 7 4 2 0 0 0 0 0 19 05:00 0 0 0 3 22 32 19 4 1 0 0 0 0 81 06:00 3 1 2 28 117 125 38 7 1 0 0 0 0 322 07:00 23 4 19 109 233 230 49 7 0 0 0 1 6 681 08:00 13 2 21 51 249 226 55 7 1 1 1 1 6 634 09:00 14 2 11 71 231 203 63 7 0 0 0 0 5 607 10:00 11 4 13 67 242 214 48 3 2 1 0 1 0 606 11:00 12 7 15 92 253 194 54 6 2 0 1 0 10 646 12 PM 19 11 36 117 271 157 41 5 0 0 0 1 8 666 13:00 23 9 37 148 294 145 37 3 2 0 0 0 7 705 14:00 47 6 42 171 273 133 37 5 0 0 0 1 3 718 15:00 46 13 35 115 260 156 20 2 1 0 0 2 4 654 16:00 43 13 72 172 286 133 13 1 0 1 0 0 6 740 17:00 25 5 28 194 354 102 21 4 0 0 0 0 6 739 18 00 6 4 13 111 192 137 31 3 0 0 0 0 4 501 19 00 3 4 15 63 103 100 31 5 2 0 0 0 0 326 20:00 0 0 5 36 91 80 33 4 0 0 0 0 0 249 21 00 2 1 9 26 73 85 35 6 0 0 0 0 0 237 22:00 0 0 3 19 68 63 24 3 0 0 0 0 0 180 23:00 0 1 3 9 21 39 29 3 1 0 0 0 0 106 Total 290 87 381 1608 3648 2585 699 89 15 4 3 7 65 9481 % 3.1% 0.9% 4.0% 17.0% 38.5% 27-3% 7.4% 0.9% 0.2% 0.0% 0.0% 0.1% 0.7% AM 07 00 11:00 08:00 07:00 11 00 07:00 09:00 06:00 01:00 02:00 01:00 07:00 11:00 07:00 Peak Vol. 23 7 21 109 253 230 63 7 2 1 1 1 10 681 PM 14:00 15:00 16:00 17:00 17:00 12:00 1200 21:00 13:00 16:00 15:00 12:00 1600 Peak Vol. 47 13 72 194 354 157 41 6 2 1 2 8 740 Stats 15th Percentile : 26 MPH 50th Percentile : 32 MPH 85th Percentile : 37 MPH 95th Percentile : 41 MPH Mean Speed(Average) : 32 MPH 10 MPH Pace Speed : 30-39 MPH Number in Pace : 6233 Percent in Pace : 65.7% Number of Vehicles > 35 MPH : 2950 Percent of Vehicles ? 35 MPH 31.1 % Page 2 186595 AA Speed Site Code. TBA 85th Ave % ile Speed 42 37 49 39 43 41 41 36 42 36 42 37 38 35 38 33 38 34 38 34 38 33 38 33 37 32 36 31 36 30 36 30 35 29 34 30 37 32 38 33 38 34 39 34 39 35 41 36 OU PRECISION 473 Station Ave D A T A south of Whites Path JNDUSTRIES,LLC Cit State: Yarmouth46 Mm10n 5t,-[lF I.gh—, Ma 01702 y Office � 500 87$ 0100 FaX $08-875-01 19 Client: Seasons) N. Sanvilfe Email: dalareq-S1 0pd.11cxw SS Start 1 15 20 25 30 35 40 45 50 55 60 65 70 Total Time 14 19 24 29 34 39 44 49 54 59 64 69 9999 121011 18 0 0 1 1 8 22 9 3 1 0 0 0 0 45 01:00 0 0 0 1 7 11 6 1 0 0 0 0 0 26 02:00 0 0 D 3 1 4 3 1 0 0 0 0 0 12 03:00 0 0 0 0 0 4 1 1 0 0 0 0 0 6 04:00 0 0 2 1 0 6 4 1 0 0 0 0 0 14 05:00 0 0 0 2 7 10 10 6 1 0 0 0 0 36 06:00 0 0 2 4 30 58 33 2 1 0 0 0 0 130 07:00 6 1 6 13 82 128 55 10 3 0 0 0 2 306 08:00 7 7 6 28 132 217 76 9 3 1 0 0 1 487 09:00 13 4 9 54 171 185 72 5 0 0 0 0 2 515 10:00 17 6 15 103 226 188 48 3 0 1 0 1 2 610 11:00 17 5 34 127 258 191 37 6 2 0 1 0 4 682 12 PM 14 5 18 126 262 170 41 4 1 0 0 1 1 643 13:00 15 3 14 82 248 174 47 6 1 0 0 0 1 591 1400 18 2 16 140 221 172 38 10 2 0 0 0 3 622 15:00 12 5 17 125 234 165 56 5 0 1 0 0 1 621 16:00 14 1 20 95 201 150 32 2 1 1 1 0 2 520 17:00 9 1 29 102 178 125 18 5 0 0 0 0 2 469 18:00 3 2 17 56 106 111 35 3 1 0 0 0 1 335 19:00 1 0 6 40 106 98 33 8 1 0 0 0 2 295 20:00 1 1 8 26 68 84 29 0 1 0 0 0 0 218 21:00 0 0 5 17 34 66 38 4 0 0 0 0 0 164 22:00 1 0 2 10 35 63 36 6 0 0 0 0 0 153 23,00 0 0 3 9 27 41 30 3 1 0 1 0 0 115 Total 148 43 230 1165 2642 2443 787 104 20 4 3 2 24 7615 % 1.9% 0.6% 3.0% 15.3% 34.7% 32.1% 10.3% 1-4% 0-3% 0.1% 0.0% 0.0% 0.3% AM 10:00 08:00 11:00 11:00 11:00 08 00 0800 07:00 07:00 08:00 11:00 10:00 11:00 11:00 Peak Vol. 17 7 34 127 258 217 76 10 3 1 1 1 4 682 PM 14:00 12:00 17:00 14.00 12:00 13:00 15:00 14:00 14,00 15:00 16:00 12:00 14:00 12 00 Peak Voi. 18 5 29 140 262 174 56 10 2 1 1 1 3 643 Stats 15th Percentile 27 MPH 50th Percentile : 33 MPH 85th Percentile: 38 MPH 95th Percentile 42 MPH Mean Speed(Average) : 33 MPH 10 MPH Pace Speed 30-39 MPH Number in Pace : 5085 Percent in Pace : 66.8% Number of Vehicles > 35 MPH : 2898 Percent of Vehicles > 35 MPH : 38 1 % Page 3 186595 AA Speed Site Code: TSA 85th Ave % ile Speed 42 38 41 37 42 36 44 39 42 36 45 39 41 37 41 36 40 35 39 34 37 33 37 32 37 32 38 33 37 32 38 33 37 32 37 32 38 33 38 34 38 34 41 36 41 36 41 37 Page 4 PRECISION 473 Station Ave D A T A south of Whites Path INousTRIES,LLC City, State: Yarmouth,MA AOHice:50858750100 F-50887501702 a 186595 AA Speed Client: Seasons) N. Sanvilte Email datarequestsFpdilk c— Site Code: TBA SIB Start 1 15 20 25 30 35 40 45 50 55 60 65 70 Total 85th Ave Time 14 19 24 29 34 39 44 49 54 59 64 69 9999 % ile Speed 121021 18 0 0 2 4 13 27 12 3 1 0 0 0 0 62 41 37 01:00 0 0 0 1 5 13 4 4 2 1 0 0 0 30 47 40 02:00 0 0 1 0 2 7 4 1 0 0 0 0 1 16 42 37 0100 0 0 0 0 5 4 4 1 0 0 0 0 0 14 42 37 04:00 0 0 0 3 3 3 3 0 0 0 0 0 0 12 41 34 05 00 0 0 0 2 3 12 6 0 1 0 0 0 0 24 41 37 06 00 0 0 4 12 38 44 20 2 0 0 0 0 0 120 40 35 07:00 0 0 5 9 35 62 33 5 1 0 0 0 0 150 41 36 08:00 3 0 8 17 80 122 51 7 0 0 0 0 0 288 40 35 09:00 5 1 8 34 101 131 41 3 0 0 1 0 0 325 38 34 10:00 5 0 10 40 136 150 37 8 1 1 0 0 1 389 38 34 11:00 2 4 11 40 161 170 40 6 0 0 0 0 1 435 38 34 12 PM 4 4 18 51 169 158 41 3 1 0 1 0 2 452 38 34 13:00 7 3 23 85 156 127 28 3 0 1 0 1 4 438 37 32 14:00 10 0 17 49 134 160 51 5 0 0 0 0 1 427 38 34 15:00 7 1 17 67 136 129 44 7 1 0 0 0 1 410 38 33 16:00 2 4 21 76 145 126 45 7 0 0 0 0 0 426 38 33 17:00 2 0 15 41 69 99 43 4 0 0 0 0 0 273 39 34 18:00 1 0 10 35 fit 82 30 7 0 0 0 0 0 227 39 34 19:00 2 0 10 21 37 84 44 6 0 0 0 0 0 204 41 35 2000 0 1 7 13 46 70 29 9 0 0 0 0 0 175 41 36 21:00 0 0 6 12 24 66 33 5 0 0 0 0 0 146 41 36 22:00 0 0 2 6 18 29 21 3 2 0 0 0 0 81 42 37 23,00 0 1 2 2 5 24 13 2 0 0 0 0 0 49 41 37 Total 50 19 197 620 1583 1899 677 101 10 3 2 1 11 5173 % 1.0% 0.4% 3,8% 12.0% 30-6% 36.7% 13.1°% 2.0% 0,2% 0.1% 0.0% 0.0% 0.2% AM 09:00 11:00 11:00 1000 11:00 11:00 08:00 10:00 01 00 01:00 09:00 02:00 11:00 Peak Vol. 5 4 11 40 161 170 51 8 2 1 1 1 435 PM 14:00 12:00 13:00 1100 1200 14 00 14:00 20:00 22:00 13:00 12:00 13:00 13:00 12:00 Peak Vol. 10 4 23 85 169 160 51 9 2 1 1 1 4 452 Stats 15th Percentile : 28 MPH 50th PercentPe : 34 MPH 85th Percentile : 39 MPH 95th Percentile : 42 MPH Mean Speed(Average) : 34 MPH 10 MPH Pace Speed: 30-39 MPH Number in Pace : 3482 Percent in Pace : 67 3% Number of Vehicles > 35 MPH : 2324 Percent of Vehicles > 35 MPH 44.9% Oli- 473 Station Ave PRECISION D A T A south of Whites Path INouSTRIES,LLC 45 Mornon S1wR,F,amingham. MA 01702 City, State: Yarmouth,MA office: 5088750100 Fax: 508-875-0118 Client: Seasons/ N. Sanville E-1. dm—q-1, zpddl(cnm SB Start 1 15 20 25 30 35 40 45 50 55 60 65 70 Total Time 14 19 24 29 34 39 44 49 54 59 64 69 9999 12/03/ 18 0 0 0 1 3 11 5 2 1 0 0 0 0 23 01:00 0 0 0 0 3 10 5 3 1 0 0 0 0 22 02:00 0 0 0 0 2 4 1 1 0 1 0 0 0 9 03:00 0 0 1 0 3 4 4 0 0 0 0 0 0 12 04:00 0 0 0 2 7 2 4 0 0 0 0 0 0 15 05:00 0 0 0 2 14 27 18 4 1 0 0 0 0 66 06:00 1 9 6 16 113 116 47 2 0 0 0 0 2 312 07:00 27 1 10 62 252 203 38 4 0 1 0 1 2 601 08:00 13 2 7 75 250 231 54 6 1 0 1 0 0 640 09:00 13 1 17 89 263 197 55 4 0 0 1 0 8 648 10:00 9 6 17 76 201 189 36 6 1 0 0 0 2 543 11 00 15 7 30 80 239 183 40 6 2 0 0 0 7 609 12 PM 13 11 22 81 280 217 45 3 1 0 0 0 2 675 1300 11 1 22 124 277 217 41 3 0 0 0 0 4 700 14:00 47 5 29 104 242 148 34 3 0 0 2 0 2 616 15:00 58 10 35 130 255 132 21 3 2 0 2 0 12 660 16:00 42 10 61 201 303 137 18 3 0 1 0 0 4 780 17:00 21 11 37 176 259 174 26 2 1 0 1 0 4 712 18:00 6 2 16 51 147 144 48 6 0 0 0 2 3 425 19 00 1 1 11 49 96 99 50 9 0 0 0 1 0 317 20:00 0 0 6 35 47 94 40 2 0 0 0 0 0 224 21:00 1 0 8 13 27 56 28 11 0 0 0 0 0 144 22:00 0 0 4 13 18 47 17 6 1 1 0 0 0 107 23:00 0 0 4 2 9 26 13 2 0 0 0 0 0 56 Total 278 77 343 1382 3310 2668 688 91 12 4 7 4 52 8916 % 3.1 % 0.9% 3.8% 15.5% 37.1 % 29.9% 7.7% 1.0% 0.1 % O,0% 0.1 % 0.0% 0.6% AM 07 00 06:00 1100 09:00 09:00 08:00 09:00 08:00 11:00 0200 08:00 07:00 09:00 09:00 Peak Vol. 27 9 30 89 263 231 55 6 2 1 1 1 8 648 PM 15:00 1200 16:00 16:00 16:00 12:00 19:00 21:00 15:00 16:00 14:00 18:00 15:00 16:00 Peak Vol 58 11 61 201 303 217 50 11 2 1 2 2 12 780 Stats 15th Percentile 26 MPH 50th Percentile : 32 MPH 85th Percentile: 38 MPH 95th Percentile 41 MPH Mean Speed(Average) : 32 MPH 10 MPH Pace Speed 30-39 MPH Number in Pace: 5978 Percent in Pace : 67.0% Number of Vehicles > 35 MPH : 2992 Percent of Vehicles > 35 MPH : 33.6% Page 5 186595 AA Speed Site Code: TBA 85th Ave % ile Speed 43 39 45 39 47 40 41 36 41 35 42 38 39 35 37 33 38 34 38 33 37 33 37 32 37 33 37 33 37 31 36 30 35 30 36 31 38 34 40 34 40 35 42 36 41 36 41 36 Page 6 PRECISION 473 Station Ave a A T A south of Whites Path INUUSTRIES,LLC 46 Monon Sure[, Framingham. -MA 01702 City, State: Yarmouth,MA O(Pu-508 8750;00 F-508-875-0118 Client: Seasons/ N Sanville Ema&dat..q-st,Ypdd1,— SB Start 1 15 20 25 30 35 40 45 50 55 60 65 70 Total Time 14 19 24 29 34 39 44 49 54 59 64 69 9999 121041 18 0 0 1 1 2 9 6 2 0 0 0 0 0 21 01:00 0 0 0 0 1 6 3 0 1 0 0 0 0 11 02:00 0 0 0 0 0 4 3 1 0 0 0 0 0 8 03:00 0 0 0 0 0 1 2 0 0 0 1 0 0 4 04:00 0 0 2 1 4 2 2 2 1 0 0 0 0 14 05:00 0 0 0 4 13 26 20 3 1 1 0 0 0 68 06:00 3 2 3 24 82 143 53 5 1 0 0 0 1 317 07:00 32 10 12 65 203 214 67 6 0 1 0 2 3 615 08 00 13 6 5 89 260 195 63 11 3 1 0 0 3 649 09:00 10 2 10 78 214 218 69 7 1 0 0 0 2 611 10:00 16 9 12 82 179 187 67 14 2 0 0 0 2 570 11:00 11 8 12 87 225 214 57 9 1 0 0 0 0 624 12 PM 19 6 24 112 249 187 67 5 0 0 0 0 6 675 13:00 15 9 25 90 312 196 45 6 0 0 1 1 2 702 14:00 42 7 21 123 260 179 34 3 1 1 0 0 6 677 15:00 53 9 39 148 258 117 26 5 1 0 0 0 9 665 16:00 74 6 66 189 222 86 10 2 1 1 1 0 5 663 17:00 21 2 28 180 324 146 24 1 0 1 0 1 7 735 18:00 5 2 15 62 156 153 43 5 1 0 0 0 1 443 19:00 1 2 11 35 94 104 38 9 1 0 0 0 1 296 20:00 3 0 7 32 64 92 43 12 1 1 0 0 0 255 21:00 1 0 8 12 32 60 45 12 1 0 0 0 0 171 22:00 0 0 1 11 15 45 28 8 2 1 0 0 0 111 23:00 0 0 0 2 7 26 11 4 2 0 0 0 0 52 Total 319 80 302 1427 3176 2610 826 132 22 8 3 4 48 8957 % 3.6% 0.9% 3.4% 15.9% 35.5% 29-1% 9.2% 1.5% 0.2% 0.1% 0.0% 0.0% 0-5% AM 07:00 07:00 07:00 08:00 08:00 09,00 09:00 10:00 08:00 05:00 0100 07 00 07:00 08:00 Peak Vol. 32 10 12 89 260 218 69 14 3 1 1 2 3 649 PM 16:00 13:00 16:00 16:00 17:00 13:00 12 00 20:00 22:00 14:00 13:00 110() 15 00 17:00 Peak Vol. 74 9 66 189 324 196 67 12 2 1 1 1 9 735 Stats 15th Percentile : 26 MPH 50th Percentile : 32 MPH 85th Percentile : 38 MPH 95th Percentile : 42 MPH Mean Speed(Average) : 33 MPH 10 MPH Pace Speed : 30-39 MPH !Number in Pace 5786 Percent in Pace: 64.6% Number of Vehicles > 35 MPH 3131 Percent of Vehicles > 35 MPH 35.0% 186595 AA Speed Site Code: TBA 85th Ave % ile Speed 43 38 42 39 43 40 61 46 46 36 42 38 40 35 38 33 38 33 38 34 38 33 38 33 38 32 37 33 37 31 36 30 34 28 36 31 38 34 39 34 41 35 42 37 42 38 43 38 - d PRECISION 473 Station Ave D A T A south of Whites Path INouSTRIES,«c City. State: Yarmouth,MA °6MogcnSr—r,Framingham,MA01702 y, Oflice:5085875 0100 F- 508-875-0118 Email: dm—quesls apdillc com Client: Seasons) N. Sanville NB Start 1 15 20 25 30 35 40 45 50 55 Time 14 19 24 29 34 39 44 49 54 59 111291 18 0 0 2 1 3 6 1 0 0 0 01:00 0 0 0 0 2 6 1 3 0 0 02:00 0 0 0 2 2 5 1 1 0 1 03:00 0 0 0 2 0 4 1 0 0 0 04:00 0 0 0 1 10 14 8 4 0 0 05:00 0 0 3 10 43 61 25 3 0 0 06 00 2 1 12 38 171 146 32 4 1 0 07:00 23 24 46 96 290 194 28 4 0 0 08.00 5 5 41 127 259 173 32 6 0 0 09:00 4 9 42 159 253 145 29 1 0 0 10:00 4 3 46 167 250 116 22 1 0 0 11 00 4 7 29 152 233 108 11 0 0 0 12 PM 1 14 62 216 272 109 17 1 0 0 13:00 4 9 62 171 287 100 13 0 0 0 14:00 15 31 125 209 265 75 4 1 0 0 15:00 42 38 98 189 236 58 3 0 0 0 16:00 19 34 106 264 183 36 2 0 0 0 17:00 8 28 73 178 174 63 6 0 0 0 18:00 1 3 38 98 167 84 13 4 0 0 19:00 0 4 16 47 107 85 14 0 0 0 20:00 0 1 5 34 73 50 15 1 0 0 21:00 0 0 8 17 44 34 9 2 2 0 22:00 0 0 4 5 19 23 13 1 1 0 23 00 0 0 1 1 9 9 7 0 0 0 Total 132 211 819 2184 3352 1704 307 37 4 1 % 1.5% 2,4% 9.4% 25.0% 38.3% 19.5% 3.5% 0.4% 0.0% 0.0% AM 07:00 07:00 07:00 10:00 07:00 07:00 06 00 08:00 06:00 02:00 Peak Vol. 23 24 46 167 290 194 32 6 1 1 PM 15 00 15:00 14:00 16:00 13:00 12:00 12:00 18:00 21:00 Peak Vol. 42 38 125 264 287 109 17 4 2 Stats 15th Percentile : 24 MPH 50th Percentile : 30 MPH 85th Percentile 36 MPH 95th Percentile : 38 MPH Mean Speed(Average) 30 MPH 10 MPH Pace Speed : 25-34 MPH Number in Pace 5536 Percent in Pace : 63.3% Number of Vehicles > 35 MPH : 1713 Percent of Vehicles > 35 MPH : 19.6% Page 7 186595 AA Speed Site Code: TBA 60 65 70 Total 85th Ave 64 69 9999 % ile Speed 0 0 0 13 38 33 0 0 0 12 46 39 0 0 0 12 44 37 0 0 0 7 38 35 0 0 0 37 43 38 0 0 0 145 40 36 0 1 0 408 38 34 0 0 0 705 37 31 0 0 0 648 37 32 0 0 0 642 36 31 0 0 0 609 36 31 0 0 0 544 35 31 0 0 0 692 35 30 0 0 0 646 34 30 0 0 0 725 33 28 0 0 0 664 33 27 0 0 0 644 32 27 0 0 0 530 33 28 0 0 0 408 36 31 0 0 0 273 37 32 0 0 0 179 37 33 0 0 0 116 38 33 0 0 0 66 40 35 0 0 0 27 41 36 0 1 0 8752 0.0% 0.0% 0.0% 06:00 07.00 1 705 1400 725 r(3 Page 8 473 Station Ave PRECISION D A T A south of Whites Path INDUSTRIES. LLC 46 City, State: Yarmouth,MA Offuic� 085875 0100 Fax.508-8"118z 186595 AA Speed Client: Seasons/ N. Sanville E—i1.dmrequestt?pdJ1—. Site Code: TSA INS Start 1 15 20 25 30 35 40 45 50 55 60 65 70 Total 85th Ave Time 14 19 24 29 34 39 44 49 54 59 64 69 9999 % ile Speed 111301 18 0 0 0 1 7 4 5 4 0 0 0 0 0 21 45 38 01:00 0 0 0 2 2 3 2 1 0 0 0 0 0 10 42 36 02:00 0 0 0 0 1 4 6 1 0 0 0 0 0 12 43 40 03:00 0 0 0 0 0 4 2 1 1 0 0 0 0 8 47 41 04:00 0 0 1 3 7 13 10 4 0 0 0 0 0 38 43 37 05:00 0 1 1 10 32 69 34 3 2 0 0 0 0 152 41 37 06:00 0 1 7 37 170 179 32 3 1 0 0 0 0 430 38 34 07:00 12 29 56 164 278 209 26 0 0 0 0 0 0 774 36 31 08:00 6 9 17 155 319 191 33 3 0 0 2 1 0 736 37 32 09:00 2 0 21 148 250 183 19 1 1 0 0 0 0 625 37 32 10:00 2 11 26 116 218 170 20 0 0 0 0 0 0 563 37 32 11:00 3 5 27 136 240 164 20 1 0 0 0 0 0 596 36 32 12 PM 5 9 66 184 257 126 19 0 0 0 0 0 0 666 35 30 13 00 11 6 94 149 249 132 19 0 0 0 0 0 0 660 35 30 14:00 14 27 111 286 243 79 10 0 0 0 0 0 0 770 33 28 15:00 50 51 150 192 167 35 2 0 0 0 0 0 0 647 32 25 16,00 18 23 123 236 200 31 7 0 0 0 0 0 0 638 32 27 17:00 4 2 45 148 205 71 6 0 0 0 0 0 0 481 34 30 18:00 1 2 40 113 154 91 11 0 0 0 0 0 0 412 36 31 19:00 0 0 28 55 115 71 18 2 0 0 0 0 0 289 37 32 20:00 0 0 10 46 68 59 23 1 0 0 0 0 0 207 38 33 21:00 0 0 3 26 52 52 20 1 1 0 0 0 0 155 38 34 22:00 0 1 1 8 26 38 14 3 0 0 0 0 0 91 40 35 23:00 0 1 0 6 24 21 4 1 0 0 0 0 1 58 38 34 Total 128 178 827 2221 3284 1999 362 30 6 0 2 1 1 9039 % 1.4% 2.0% 9.1 % 24 Z% 36-3% 22.1 % 4.0% 0.3% 0.1 % 0.0% 0.0% 0.0% 0.0% AM 07:00 07:00 07 00 0700 0800 07:00 05:00 00:00 05:00 08:00 08:00 07:00 Peak Vol. 12 29 56 164 319 209 34 4 2 2 1 774 PM 15:00 15:00 15:00 14:00 12:00 1100 20-00 22:00 21:00 23:00 14:00 Peak Vol 50 51 150 286 257 132 23 3 1 1 770 Stats 15th Percentile : 24 MPH 50th Percentile : 30 MPH 85th Percentile : 36 MPH 95th Percentile : 38 MPH Mean Speed(Average) : 31 MPH 10 MPH Pace Speed: 25-34 MPH Number in Pace : 5505 Percent in Pace : 60.9% Number of Vehicles > 35 MPH : 2001 Percent of Vehicles > 35 MPH : 22.1% Aj r(3 473 Station Ave PRECISION D A T A South of Whites Path iNouSTWESAC 46 Mwwn Street, Framingham, MA 01702 City, State: Yarmouth,MA GKi-508875 ID0 Faz47a-a75-one 1=ma'j datareque5M7pd c cam Client: Seasons! N. Sanville NB Start 1 15 20 25 30 35 40 45 50 55 60 65 70 Total Time 14 19 24 29 34 39 44 49 54 59 64 69 9999 121011 18 0 0 0 2 10 9 3 1 0 0 0 0 0 25 01:00 0 0 0 0 6 4 1 1 0 0 0 0 0 12 02:00 0 0 0 1 1 4 4 0 1 0 0 0 0 11 0100 0 0 0 0 1 4 4 0 0 0 0 0 2 11 04 00 0 0 0 0 4 7 6 0 0 0 0 0 0 17 05 00 0 0 0 4 26 26 12 4 1 0 0 0 0 73 06:00 0 0 2 10 49 76 30 2 1 0 0 0 0 170 0700 0 1 9 39 101 140 59 6 0 0 0 0 0 355 08:00 1 2 8 65 221 199 31 3 1 0 0 0 0 531 09:00 6 6 41 94 213 147 37 4 0 0 0 0 0 548 1000 0 3 41 146 266 137 20 1 0 0 0 0 0 614 11:00 8 13 78 165 259 129 12 5 0 0 0 0 0 669 12 PM 2 7 62 192 303 106 12 0 0 0 0 0 0 684 13-00 2 6 47 137 241 158 18 2 0 0 0 0 0 611 14:00 2 9 40 191 200 116 7 2 0 0 0 0 0 567 15:00 0 11 45 160 217 114 21 0 0 0 0 0 0 568 1600 1 8 62 166 215 70 10 0 0 0 0 0 0 532 17:00 1 3 22 107 172 77 15 1 0 0 0 0 0 398 18:00 0 3 35 63 117 65 21 0 0 0 0 0 0 304 19:00 0 0 14 43 93 76 14 1 0 0 0 0 0 241 2000 0 0 7 36 63 53 11 1 0 0 0 0 0 171 21:00 0 0 6 22 41 44 11 0 1 0 0 0 0 125 22:00 0 0 3 5 45 46 11 2 0 0 0 0 0 112 2100 0 0 5 6 19 34 13 3 0 0 0 0 0 80 Total 23 72 527 1654 2883 1841 383 39 5 0 0 0 2 7429 % 0.3% 1.0% 7.1% 22.3% 38.8% 24.8% 5.2% 0.5% 0.1% 0.0% 0.0% 0,0% 0.0% AM 11 00 11:00 11:00 11:00 10:00 08:00 07 00 07:00 0200 03:00 11:00 Peak Vol. 8 13 78 165 266 199 59 6 1 2 669 PM 12:00 15:00 1200 12:00 12:00 13:00 15:00 23:00 21 00 12:00 Peak Vol. 2 11 62 192 303 158 21 3 1 684 Stats 15th Percentile : 25 MPH 50th Percentile : 31 MPH 85th Percentile : 37 MPH 95th Percentile : 39 MPH Mean Speed(Average) 32 MPH 10 MPH Pace Speed: 30-39 MPH Number in Pace : 4724 Percent in Pace : 63.6% Number of Vehicles > 35 MPH : 1902 Percent of Vehicles > 35 MPH : 25.6% Page 9 186595 AA Speed Site Code: TBA 85th Ave % ile Speed 39 35 39 36 43 39 42 39 41 38 41 36 40 36 39 35 37 34 37 32 36 32 35 30 34 30 36 32 35 30 36 31 34 30 36 31 37 31 37 33 37 33 38 33 38 35 40 35 rt3 PRECISION 473 Station Ave D A T A south of Whites Path INOUSTRIES.LLC City, State: Yarmouth,MA 46 Mpnn Street.Framiogham, MAO Y702 i. oFfice:5088750100 Fax.508-875-0118 Client: Seasons) N. Sanville Email datarequeZpdW, C.m N8 Start 1 15 20 25 30 35 40 45 50 55 60 65 70 Total Time 14 19 24 29 34 39 44 49 54 59 64 69 9999 121021 18 0 0 1 3 10 16 5 3 1 2 0 0 0 41 01:00 0 0 1 0 2 7 3 5 1 0 0 0 0 19 02:00 0 0 0 0 1 5 3 2 1 0 0 0 0 12 03 00 0 0 1 0 2 5 3 1 0 0 0 0 0 12 04:00 0 0 1 3 5 8 2 1 0 0 0 0 0 20 05:00 0 0 3 7 12 18 8 3 0 0 0 0 0 51 06:00 0 1 4 15 37 33 11 4 1 0 0 0 0 106 07:00 0 0 5 26 65 75 20 3 0 0 0 0 0 194 08:00 0 0 9 41 93 113 32 4 1 0 0 0 0 293 09:00 0 3 25 63 155 116 33 3 0 0 0 0 0 398 10:00 0 3 23 69 148 150 36 2 1 0 0 0 0 432 11:00 0 2 40 130 182 112 31 1 0 0 0 0 0 498 12 PM 2 2 31 105 234 139 20 2 0 0 0 0 0 535 13:00 1 6 41 135 176 107 23 4 0 0 0 0 0 493 14:00 2 7 46 140 147 98 29 1 0 0 0 0 0 470 15:00 2 6 40 107 135 108 10 0 0 0 0 0 0 408 16:00 0 5 29 72 142 90 12 5 0 0 0 0 0 355 1700 3 6 20 64 103 70 15 0 0 0 0 0 0 281 18:00 0 3 17 36 73 75 14 3 0 0 0 0 0 221 19:00 0 2 12 18 45 75 22 3 0 0 0 0 0 177 20.00 0 1 7 15 39 47 9 2 0 0 0 0 0 120 21:00 0 0 5 12 10 31 13 2 0 0 0 0 0 73 22:00 0 1 2 4 10 15 6 0 0 0 0 0 0 38 23,00 0 0 1 4 1 10 3 2 0 0 0 0 0 21 Total 10 48 364 1069 1827 1523 363 56 6 2 0 0 0 5268 % 0.2% 0.9% 6.9% 20,3% 34.7% 28.9% 6,9% 1.1% 0.1% 0.0% 0.0% 0.0% 0.0% AM 09 00 11:00 11:00 11:00 10:00 10 00 01:00 00:00 00.00 11:00 Peak Vol 3 40 130 182 150 36 5 1 2 498 PM 17:00 14:00 14:00 14:00 12:00 12:00 14:00 16:00 12:00 Peak Vol. 3 7 46 140 234 139 29 5 535 Stats 15th Percentile: 25 MPH 50th Percentile : 32 MPH 85th Percentile : 37 MPH 95th Percentile : 41 MPH Mean Speed(Average) : 32 MPH 10 MPH Pace Speed : 30-39 MPH Number in Pace : 3350 Percent in Pace : 63 6% Number of Vehicles > 35 MPH : 1645 Percent of Vehicles > 35 MPH : 31 2% Page 10 186595 AA Speed Site Code: TBA 85th Ave % ile Speed 43 37 47 40 46 41 42 37 39 35 41 35 39 34 38 34 38 34 37 33 38 33 37 32 36 32 36 31 36 31 36 31 36 32 37 31 37 33 38 34 38 34 40 35 39 34 42 36 S3 473 Station Ave PRECISION l7 A T A south of Whites Path INDUSTRIES, LLC City, State: Yarmouth,MA 46Monon Srreei.Fmmingham,MA 01702 y Office.508 $75 0100 F- 508 e75-0118 Client: Seasons/ N. Sanvllle Ema,I dalarequeslsapdElk— NB Start 1 15 20 25 30 35 40 45 50 55 60 65 Time 14 19 24 29 34 39 44 49 54 59 64 69 121031 18 0 0 0 2 6 7 0 1 0 0 0 0 01:00 0 0 0 1 2 9 0 1 0 0 0 0 02:00 0 0 0 0 6 1 2 1 0 1 0 0 0100 0 0 0 0 4 6 4 0 1 0 0 0 04:00 0 0 1 1 5 18 6 4 0 0 0 0 05:00 0 0 2 9 33 66 29 8 1 0 0 0 0600 0 0 0 29 184 185 37 2 0 0 0 0 07:00 9 23 34 161 282 136 38 5 0 0 0 0 08:00 7 14 36 122 280 211 61 8 0 0 0 0 09:00 0 4 25 108 259 201 52 3 0 1 0 0 10:00 0 3 17 113 243 186 37 4 0 0 0 0 11:00 3 2 32 124 199 190 39 2 0 0 0 0 12 PM 0 2 36 157 244 187 27 3 0 0 0 0 13:00 4 10 34 182 253 141 44 1 0 0 0 1 14:00 49 40 108 170 206 101 9 1 0 0 0 0 15:00 25 29 64 207 224 72 7 0 0 0 0 0 16.00 21 13 98 187 261 87 11 2 0 0 0 0 17:00 6 10 59 132 192 134 28 4 0 0 0 0 1800 2 4 20 62 109 100 43 3 0 1 0 0 19:00 1 2 8 56 74 91 32 5 0 0 0 0 20:00 0 0 6 27 41 57 32 7 0 0 0 0 21:00 0 0 2 9 15 31 16 3 1 0 0 0 22:00 0 0 1 6 10 22 21 5 0 0 0 0 23:00 0 0 0 1 2 12 9 1 1 0 1 0 Total 127 156 583 1866 3134 2251 584 74 4 3 1 1 % 1.4% 1.8% 6.6% 21.2% 35.7% 25.6% 6.6% 0.8% 0.0% 0-0% 0.0% 0.0% AM 07:00 07:00 08:00 07:00 07:00 08:00 08:00 05:00 03:00 02:00 Peak Vol. 9 23 36 161 282 211 61 8 1 1 PM 14:00 14:00 1400 15:00 16 00 12:00 13:00 20:00 21:00 18:00 2100 1100 Peak Vol. 49 40 108 207 261 187 44 7 1 1 1 1 Stats 15th Percentile : 25 MPH 50th Percentile : 31 MPH 85th Percentile : 37 MPH 95th Percentile : 40 MPH Mean Speed(Average) : 32 MPH 10 MPH Pace Speed: 30-39 MPH Number in Pace 5385 Percent in Pace: 61.3% Number of Vehicles > 35 MPH : 2468 Percent of Vehicles n 35 MPH : 28.1% Page 11 186595 AA Speed Site Code: TEA 70 Total 85th Ave 9999 % ile Speed 0 16 37 34 0 13 38 36 0 11 45 38 0 15 42 38 0 35 42 38 0 148 41 37 0 437 38 35 0 688 36 31 0 739 38 33 0 653 37 33 0 603 37 33 0 591 37 33 0 656 37 32 0 670 37 32 0 684 34 27 0 628 33 28 0 680 33 29 0 565 37 31 0 344 38 33 0 269 38 34 0 170 41 35 0 77 41 36 0 65 42 37 0 27 43 40 0 8784 0.0% 08:00 739 14:00 684 Page 12 473 Station Ave PRECISION d A T A south of Whites Path INDUSTRIES, LLC 45 Mwiu. Si—z'Ramingham,A 01702 City, State: Yarmouth,MA office soa a75 oioa Fa- 5081s-0na Client: Seasons/ N. Sanville Email dw—q—"4 will, com NB Start 1 15 20 25 30 35 40 45 50 55 60 Time 14 19 24 29 34 39 44 49 54 59 64 12I041 18 0 0 0 2 4 1 2 1 0 0 0 01:00 0 0 0 0 0 5 3 1 0 0 0 02:00 0 0 0 0 1 7 5 2 0 0 1 0300 0 0 0 0 1 5 4 0 0 0 0 04:00 0 0 0 1 4 9 12 7 3 0 0 05:00 0 0 1 4 41 55 49 5 3 1 0 06:00 1 0 3 30 149 198 47 7 1 0 0 07:00 6 8 20 116 280 198 38 6 0 0 0 08:00 1 5 29 108 269 210 53 5 0 0 0 09:00 0 3 28 159 280 189 41 3 1 0 0 10:00 2 2 38 110 197 176 39 0 1 0 0 11:00 4 7 22 118 220 175 52 7 0 0 0 12 PM 1 3 32 153 258 152 42 2 0 0 0 13:00 4 9 46 153 253 169 29 1 0 0 0 14:00 7 31 89 200 224 95 23 3 0 0 0 15 00 55 69 146 170 163 56 7 2 0 0 0 16:00 39 102 147 211 116 16 3 0 0 0 0 1700 2 7 92 181 191 99 7 0 0 0 0 18:00 1 1 16 88 145 103 25 3 0 0 0 19:00 0 1 11 41 118 74 14 2 0 0 0 2000 0 0 7 23 77 79 24 2 1 0 0 21:00 0 2 8 21 27 30 10 5 0 0 0 22:00 0 0 1 8 10 25 18 4 1 0 0 2100 0 0 0 1 3 8 8 4 1 0 0 Total 123 250 736 1898 3031 2134 555 72 12 1 1 % 1.4% 2.8% 8.4% 21.5% 34.4% 24.2% 6,3% 0-8% 0.1% 0.0% 0.0% AM 07:00 07:00 10 00 09:00 07:00 08-00 0800 04:00 04:00 05:00 02:00 Peak Vol. 6 8 38 159 280 210 53 7 3 1 1 PM 15:00 16:00 16:00 16:00 12:00 13:00 12A0 21:00 2000 Peak Vol. 55 102 147 211 258 169 42 5 1 Stats 15th Percentile 24 MPH 50th Percentile : 31 MPH 85th Percentile : 37 MPH 95th Percentile 40 MPH Mean Speed(Average) : 31 MPH 10 MPH Pace Speed 30-39 MPH Number in Pace : 5165 Percent in Pace : 58.6% Number of Vehicles > 35 MPH : 2348 Percent of Vehicles > 35 MPH : 26.6% 186595 AA Speed Site Code: TBA 65 70 Total 85th Ave 69 9999 % ile Speed 0 0 10 42 35 0 0 9 43 40 0 0 16 45 41 0 0 10 42 39 0 0 36 47 41 0 0 159 42 38 0 0 436 38 35 0 0 672 37 33 0 0 680 37 33 0 0 704 37 32 0 0 565 37 32 0 0 605 38 33 0 0 643 37 32 0 0 664 36 32 0 0 672 35 29 0 0 668 32 26 0 0 634 30 24 0 0 579 34 30 0 0 382 37 32 0 0 261 37 33 0 0 213 38 34 0 0 103 38 33 0 0 67 42 37 0 0 25 45 40 0 0 8813 0.0% 0.0% UI:I[iIt 704 14:00 672 Page 1 473 Station Ave south of Whites Path City, State: Yarmouth,MA Client: Seasons) N. Sanville PRECISION D A T A INDUSTRIES, LLC 46 Morton 51reet.Framingham.MA 01702 Office. 508 -975 0100 Fax:508-B75A u8 1m.d da1arequescsapdA1, c— Start S9 NB Combin ed Time A.M. P.M A P.M A.M. P.M- 12:00 6 189 8 172 14 361 1215 6 178 2 170 8 348 12:30 8 161 3 161 11 322 12:45 5 25 158 686 0 13 189 692 5 38 347 1378 01:00 0 171 5 165 5 336 01:15 3 162 3 168 6 330 01:30 4 184 1 152 5 336 01:45 1 8 165 682 3 12 161 646 4 20 326 1328 02:00 1 194 5 183 6 377 02:15 7 138 3 182 10 320 0230 1 152 4 170 5 322 02A 5 0 9 171 655 0 12 190 725 0 21 361 1380 03:00 1 130 1 143 2 273 03:15 1 181 2 168 3 349 03:30 1 175 3 194 4 369 03:45 0 3 201 687 1 7 159 664 1 10 360 1351 04-00 1 173 6 151 7 324 04:15 3 177 7 142 10 319 04:30 4 146 11 178 15 324 04A 5 10 18 200 696 13 37 173 644 23 55 373 1340 05:00 8 178 23 153 31 331 05:15 10 179 23 133 33 312 05:30 19 165 38 131 57 296 05:45 32 69 147 669 61 145 113 530 93 214 260 1199 06:00 55 142 65 139 120 281 06:15 68 126 84 116 152 242 06:30 68 93 139 74 207 167 06:45 107 298 108 469 120 408 79 408 227 706 187 877 07:00 161 78 180 81 341 159 07:15 126 74 189 70 315 144 07:30 171 67 183 71 354 138 07:45 134 592 83 302 153 705 51 273 287 1297 134 575 08:00 162 62 198 52 360 114 08:15 151 52 172 40 323 92 08.30 139 50 143 41 282 91 08:45 171 623 55 219 135 648 46 179 306 1271 101 398 09:00 137 61 157 30 294 91 0915 150 60 173 30 323 90 09:30 156 51 153 25 309 76 09:45 166 609 33 205 159 642 31 116 325 1251 64 321 10:00 153 35 162 19 315 54 10:15 161 30 162 20 323 50 10:30 147 26 139 17 286 43 10:45 155 616 13 104 146 609 10 66 301 1225 23 170 11:00 132 18 138 10 270 28 11:15 128 21 123 7 251 28 11:30 181 16 150 6 331 22 11:45 162 603 15 70 133 544 4 27 295 1147 19 97 Total 3473 5444 3782 4970 7255 10414 Percent 47.9% 52.3% 52 1 % 47.7% Day Total 8917 8752 17669 186565 AA Volume Site Code: TBA 11129/2 018 Thu Peak 09:30 03:15 07:15 02:00 07:30 03:15 - - Vol. 636 - 730 723 - 725 1324 1402 - - P.H.F. 0.958 0.908 0.913 0.954 0.919 0.950 Page 2 473 Station Ave south of Whites Path City, State: Yarmouth,MA Client: Seasons! N. Sanville PRECISION D A 7 A INOUSTRIES, UC 46 Moaon Sheet Framingham, MA 01702 Office, 5w a75 01O0 F- 508-875-0115 Emarl datarequests?pdAlc.com 186565 AA Volume Site Code: TBA Start SB NB Combin 1113012 ed 018 Time A.M. P.M. A.M. P.M A.M. P.M Fri 12:00 8 176 6 181 14 357 12:15 9 185 4 165 13 350 12 30 5 144 3 180 8 324 12:45 7 29 161 666 8 21 140 666 15 50 301 1332 01:00 4 175 2 169 6 344 0115 7 175 4 164 11 339 01:30 3 185 0 177 3 362 01:45 4 18 170 705 4 10 150 660 8 28 320 1365 02:00 2 210 3 173 5 383 02:15 2 173 1 185 3 358 02:30 2 174 4 227 6 401 02:45 1 7 161 718 4 12 185 770 5 19 346 1488 03:00 2 164 2 162 4 326 0315 4 198 1 166 5 364 03:30 0 164 4 179 4 343 03 45 4 10 128 654 1 8 140 647 5 18 268 1301 04.00 5 208 7 177 12 385 04:15 1 192 7 165 8 357 04:30 2 179 10 144 12 323 04:45 11 19 161 740 14 38 152 638 25 57 313 1378 05:00 11 176 27 139 38 315 05:15 12 230 25 138 37 368 05 30 28 210 42 118 70 328 05:45 30 81 123 739 58 152 86 481 88 233 209 1220 06:00 44 142 67 117 111 259 0615 55 143 82 102 137 245 06:30 87 110 143 109 230 219 06:45 136 322 106 501 138 430 84 412 274 752 190 913 07,00 180 99 175 98 355 197 0715 141 78 199 67 340 145 07:30 190 92 199 63 389 155 07.45 170 681 57 326 201 774 61 289 371 1455 118 615 08:00 130 74 205 52 335 126 08:15 163 68 188 65 351 133 0830 171 53 185 46 356 99 08:45 170 634 54 249 158 736 44 207 328 1370 98 456 09:00 173 58 141 44 314 102 09:15 135 54 181 40 316 94 09:30 142 64 144 33 286 97 09:45 157 607 fit 237 159 625 38 155 316 1232 99 392 10:00 139 48 124 23 263 71 10:15 119 46 134 23 253 69 10:30 167 49 157 29 324 78 10:45 181 606 37 180 148 563 16 91 329 1169 53 271 11:00 177 30 172 17 349 47 11:15 165 27 146 21 311 48 11:30 141 32 133 18 274 50 11:45 163 646 17 106 145 596 2 58 308 1242 19 164 Total 3660 5821 3965 5074 7625 10895 Percent 48.0% 53,4% 52.0% 46.6% Day Total 9481 9039 18520 Peak 10:30 - 04:45 07:15 - 02:00 07:00 - 02:00 Vol. 690 - 777 804 - 770 1455 - 1488 P.H F. 0.908 0.845 0.980 0.848 0,935 0.928 Page 3 473 Station Ave south of Whites Path City, State: Yarmouth,MA Client: Seasons! N. Sanville PRECISION D A T A INDUSTRIES. LLC 46 Monw St—L F— gham, MA 01702 Offic 508-875 0100 F-509-875-011e Emait dataiegnestOpdpik.mm Start SIB NB Combfn ed Time A.M. P M. A M- P.M A.M. P.M. 12:00 13 161 5 180 18 341 12:15 13 175 8 181 21 356 12:30 12 132 5 171 17 303 12:45 7 45 175 643 7 25 152 684 14 70 327 1327 01:00 14 139 5 165 19 304 01:15 3 144 1 163 4 307 01:30 3 153 3 155 6 308 01:45 6 26 155 591 3 12 128 611 9 38 283 1202 02:00 6 142 1 144 7 286 0215 3 161 0 117 3 278 02:30 3 154 2 158 5 312 02:45 0 12 165 622 8 11 148 567 8 23 313 1189 03:00 1 158 4 147 5 305 0315 3 148 2 159 5 307 03:30 1 167 3 150 4 317 03A5 1 6 148 621 2 11 112 568 3 17 260 1189 04:00 2 127 3 151 5 278 04:15 3 127 3 107 6 234 04:30 4 132 7 127 11 259 04A5 5 14 134 520 4 17 147 532 9 31 281 1052 05:00 3 128 10 102 13 230 05:15 4 118 9 113 13 231 05'30 13 100 21 94 34 194 05:45 16 36 123 469 33 73 89 398 49 109 212 867 06:00 22 95 25 85 47 180 06,15 26 83 41 73 67 156 06:30 32 80 55 70 87 150 06:45 50 130 77 335 49 170 76 304 99 300 153 639 07.00 50 84 60 47 110 131 07:15 60 82 69 55 129 137 07:30 92 51 102 84 194 135 07:45 104 306 78 295 124 355 55 241 228 661 133 536 08:00 93 74 114 59 207 133 08:15 116 54 137 45 253 99 0830 131 49 137 35 268 84 08:45 147 487 41 218 143 531 32 171 290 1018 73 389 09:00 110 45 134 50 244 95 09A 5 133 50 121 30 254 80 09:30 117 34 160 24 277 58 09:45 155 515 35 164 133 548 21 125 288 1063 56 289 10:00 122 44 164 45 286 89 10:15 162 38 138 28 300 66 10:30 167 39 152 21 319 60 10:45 159 610 32 153 160 614 18 112 319 1224 50 265 11:00 159 39 179 13 338 52 11:15 195 18 171 22 366 40 11:30 181 27 165 23 346 50 11:45 147 682 31 115 154 669 22 80 301 1351 53 195 Total 2869 4746 3036 4393 5905 9139 Percent 48-6% 51.9% 51.4% 48,1% Day Total 7615 7429 15044 186565 AA Volume Site Code TBA 1271120 18 Sat Peak 10:45 12:00 10:45 - 12:00 10:45 12 00 Vol, 694 643 - 675 - 684 1369 1327 - P.H.F. 0.890 0 919 0.943 0.945 0.935 0.932 Page 4 PRECISION 473 Station Ave D A T A south of Whites Path lNDUSTRiES.LLC City,State: Yarmouth,MA 46 Man Sum, Framingham, MAC vo2 Off—:508-97s o1m Fax.509-875-0118 Client: Seasons/ N. Sanville L'a.' cl*—q-mlpdiRx— 186565 AA Volume Site Code. TBA Start SB N8 Comhin 1212120 ad 18 Time AM _ P.M. A.M. P.M. A.M. P.M. Sun 12:00 20 113 11 113 31 226 1215 11 114 12 154 23 268 12:30 16 109 10 133 26 242 12:45 15 62 116 452 8 41 135 535 23 103 251 987 01:00 7 100 5 126 12 226 01:15 6 100 7 119 13 219 01:30 7 111 5 133 12 244 01:45 10 30 127 438 2 19 115 493 12 49 242 931 02:00 4 100 3 122 7 222 0215 6 100 5 110 11 210 02:30 4 110 3 116 7 226 02:45 2 16 117 427 1 12 122 470 3 28 239 897 03:00 3 108 3 99 6 207 03:15 7 116 2 122 9 238 03:30 2 77 5 80 7 157 03 45 2 14 109 410 2 12 107 408 4 26 216 818 04:00 2 130 1 99 3 229 04:15 2 118 4 102 6 220 04:30 2 81 8 78 10 159 04:45 6 12 97 426 7 20 76 355 13 32 173 781 05:00 3 71 4 59 7 130 05:15 7 63 10 56 17 119 05:30 5 63 13 75 18 138 05:45 9 24 76 273 24 51 91 281 33 75 167 554 06 00 22 67 26 67 48 134 06:15 22 64 21 43 43 107 06 30 40 53 31 67 71 120 06 45 36 120 43 227 28 106 44 221 64 226 87 448 07:00 26 47 29 38 55 85 07:15 24 59 42 32 66 91 07:30 46 41 56 65 102 106 07:45 54 150 57 204 67 194 42 177 121 344 99 381 08 00 66 49 66 33 132 82 08:15 57 39 65 34 122 73 08:30 62 43 76 31 138 74 08A5 103 288 44 175 86 293 22 120 189 581 66 295 09:00 67 49 84 24 151 73 09:15 87 37 95 16 182 53 09:30 78 29 100 18 178 47 09:45 93 325 31 146 119 398 15 73 212 723 46 219 10:00 93 22 125 10 218 32 10:15 106 24 116 10 222 34 10:30 96 21 81 13 177 34 10:45 94 389 14 81 110 432 5 38 204 821 19 119 11 00 88 13 104 4 192 17 11:15 90 14 156 9 246 23 11:30 123 8 130 4 253 12 11A5 134 435 14 49 108 498 4 21 242 933 18 70 Total 1865 3308 2076 3192 3941 6500 Percent 47.3% 50.9% 52.7% 49.1 % Day Total 5173 5268 10441 Peak 11:00 - 12:00 10:45 - 00:15 - 11:00 - 12:00 Vol. 435 - 452 500 - 548 - 933 - 987 P.H.F. 0.812 0.974 0.801 0.890 0.922 0.921 Page 5 473 Station Ave south of Whites Path City, State: Yarmouth,MA Client: Seasons! N. Sanville PRECISION D A T A INDUSTRIES, LLC 46 Manon Stree4 Framingham. MA 01702 Office 508-875 01D0 4ax 508-8750118 Ernai1: darmeq—bApdi11, — start SB NB Combin ed Time A . P M. A _ P.M. A.M. P.M. 12:00 10 156 10 165 20 321 12-15 7 178 2 170 9 348 12:30 4 165 1 164 5 329 12:45 2 23 176 675 3 16 157 656 5 39 333 1331 01:00 6 173 4 186 10 359 01:15 5 157 3 150 8 307 01:30 5 181 4 180 9 361 01A5 6 22 189 700 2 13 154 670 8 35 343 1370 02:00 2 169 5 173 7 342 02:15 2 143 2 186 4 329 02-30 1 128 2 142 3 270 02:45 4 9 176 616 2 11 183 684 6 20 359 1300 03:00 3 198 3 194 6 392 03:15 2 164 3 157 5 321 03:30 3 162 7 153 10 315 03.45 4 12 136 660 2 15 124 628 6 27 260 1288 04:00 2 199 5 194 7 393 04:15 0 195 10 159 10 354 04:30 4 174 7 164 11 338 04:45 9 15 212 780 13 35 163 680 22 50 375 1460 05:00 10 171 24 130 34 301 05:15 6 207 32 170 38 377 05:30 20 178 42 152 62 330 05:45 30 66 156 712 50 148 113 565 80 214 269 1277 06:00 44 122 80 117 124 239 0615 59 119 82 83 141 202 06:30 fib 102 142 72 208 174 06.45 143 312 82 425 133 437 72 344 276 749 154 769 07:00 177 84 175 85 352 169 07:15 163 85 189 58 352 143 07.30 117 86 164 70 281 156 07:45 144 601 62 317 160 688 56 269 304 1289 118 586 08:00 151 61 224 51 375 112 0815 156 66 160 36 316 102 08:30 157 51 177 55 334 106 08 45 176 640 46 224 178 739 28 170 354 1379 74 394 09:00 184 50 146 32 330 82 09:15 134 36 173 12 307 48 09:30 158 27 180 19 338 46 09-45 172 648 31 144 154 653 14 77 326 1301 45 221 10:00 139 38 156 22 294 60 10:15 137 23 111 21 248 44 10:30 138 24 158 10 296 34 10:45 129 543 22 107 179 603 12 65 308 1146 34 172 11:00 145 8 155 7 300 15 1115 158 23 136 6 294 29 11:30 158 16 151 9 309 25 11:45 148 609 9 56 149 591 5 27 297 1200 14 83 Total 3500 5416 3949 4835 7449 10251 Percent 47.0% 52.8% 53.0% 47.2% Day Total 8916 B784 17700 186565 AA Volume Site Code: TBA 1213120 18 Mon Peak 0815 04:00 08:00 02:15 08:00 04:00 Vol. 673 780 739 705 - 1379 1460 - P.H.F. 0.914 0.920 0.825 0.909 0.919 0.929 Page 6 473 Station Ave south of Whites Path City, State Yarmouth,MA Client: Seasons/ N. Sanville PRECISION D A T A INDUSTRIES. LLC 46 .Morton Svw, Framingham, MA of 702 Office 508-e75 0100 F-506-875-0118 Email. dataiequests apdi1k.com Start SB NB cornbir ed Time A.M. P.M. A _ P.M. A.M. P.M. 12:00 5 188 4 165 9 353 12:15 7 165 4 166 11 331 12:30 5 185 1 175 6 360 12:45 4 21 137 675 1 10 137 643 5 31 274 1318 01:00 6 170 2 182 8 352 01'15 2 166 2 155 4 321 01:30 1 171 3 143 4 314 01:45 2 11 195 702 2 9 184 664 4 20 379 1366 02:00 4 190 7 161 11 351 02:15 1 140 5 178 6 318 02:30 2 153 2 162 4 315 02:45 1 8 194 677 2 16 171 672 3 24 365 1349 03:00 2 149 3 139 5 288 03:15 0 206 1 162 1 368 03:30 1 167 4 214 5 381 03:45 1 4 143 665 2 10 153 668 3 14 296 1333 04:00 5 198 3 176 8 374 0415 1 164 9 145 10 309 04:30 3 152 6 186 9 338 04:45 5 14 149 663 18 36 127 634 23 50 276 1297 05:00 11 185 16 152 27 337 05:15 11 219 35 163 46 382 05 30 15 172 52 141 67 313 05:45 31 68 159 735 56 159 123 579 87 227 282 1314 06:00 55 142 65 126 120 268 0615 57 130 79 94 136 224 06:30 61 90 139 81 200 171 06:45 144 317 81 443 153 436 81 382 297 753 162 825 07:00 155 84 133 92 288 176 0715 143 76 174 70 317 146 07:30 153 66 169 52 322 118 07:45 164 615 70 296 196 672 47 261 360 1287 117 557 08:00 168 69 194 58 362 127 08:15 152 65 160 62 312 127 0830 167 72 164 45 331 117 08:45 162 649 49 255 162 680 48 213 324 1329 97 468 09:00 151 56 176 46 327 102 09:15 143 47 169 23 312 70 09:30 166 38 187 22 353 60 09:45 151 611 30 171 172 704 12 103 323 1315 42 274 1D:00 134 32 140 21 274 53 10:15 126 25 141 16 267 41 10:30 142 31 156 15 298 46 10:45 168 570 23 111 128 565 15 67 296 1135 38 178 11:00 155 21 152 10 307 31 11:15 142 7 149 5 291 12 11:30 155 8 138 4 293 12 11:45 172 624 16 52 166 605 6 25 338 1229 22 77 Total 3512 5445 3902 4911 7414 10356 Percent 47.4% 52.6% 52.6% 47.4% Day Total 8957 8813 17770 Peak 07:45 05:00 07:15 03:15 07:45 03:15 Vol. 651 735 733 705 1365 1419 P.H.F. 0.969 0.839 0.935 0.824 0 943 0.931 186565 AA Volume Site Code: Tt3A 1214120 18 Tue 473 Station Ave south of Whites Path City, State: Yarmouth.MA Dient Seasons/ N. Sanville PRECISION D A T A INDUSLRILS, LU: K'.:wia�5iirn Fra,i�n Siam .V-1 I,,I �a X58/5-0ttA Fac SCS i� SJl re n Fn.� aarn�. i.,:pam rcm Page 1 186565 AA Volume Site Cade- TBA Star) 11/2912018 11/3012018 1271f2018 12/2/2018 1213/2018 12W2018 121512018 Week Average Time SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NIB 12:00 AM 25 13 29 21 45 25 62 41 23 16 21 10 34 21 01:00 8 12 18 10 26 12 30 19 22 13 11 9 19 12 0200 9 12 7 12 12 11 16 12 9 11 8 16 10 12 03:00 3 7 10 8 6 11 14 12 12 15 4 10 B 10 04:00 18 37 19 38 14 17 12 20 15 35 14 36 15 30 05:00 69 145 81 152 36 73 24 51 86 148 68 159 57 121 08:00 298 408 322 430 130 170 120 106 312 437 317 436 250 331 07:00 592 705 681 774 306 355 15D 194 601 688 615 672 491 565 01 623 648 634 736 487 531 288 293 640 739 649 680 554 604 09:00 1 642 607 625 515 548 325 398 648 653 611 704 552 595 1000 616 609 606 563 610 614 389 432 543 603 570 565 556 564 11:00 603 544 646 596 682 669 435 498 609 591 624 605 600 584 1200 PM 686 692 666 666 643 684 452 636 675 656 675 643 633 646 01,00 682 646 705 660 591 611 438 493 700 670 702 664 636 624 02:00 655 725 718 770 622 567 427 470 616 684 677 672 619 64B 03:00 687 664 654 647 621 568 410 498 660 628 665 668 616 597 04:00 696 644 740 638 520 532 426 355 780 680 663 634 638 580 05:00 669 530 739 481 469 398 273 281 712 565 736 579 600 472 06:00 469 408 501 412 335 304 227 221 425 344 443 382 400 345 07:00 302 273 326 289 295 241 204 177 317 269 296 261 290 252 0800 219 179 249 207 218 171 175 120 224 170 255 213 223 177 09:00 205 116 237 155 164 125 146 73 144 77 171 103 178 108 1000 104 fib 180 91 153 112 81 38 107 65 111 67 123 73 11,00 70 27 106 58 115 80 49 21 56 27 52 25 75 40 Total 8917 $752 9481 9039 7616 7429 5173 5268 8916 8784 8957 8813 0 9 8177 8011 Day 17669 18520 15044 10441 17700 11770 0 16188 AM Peak 08:00 67:00 1 07.00 11100 11 'GO 11.00 11-00 09,00 08:00 08:00 09:00 - - 11:00 08 00 Vol 623 705 681 774 682 669 435 498 648 739 649 704 600 604 PM Peak 16.00 14,00 11 14.00 12:00 12:00 1200 12,00 16,00 14.00 17.00 14:00 - - 16:00 14�00 Vol. 696 725 740 770 643 684 452 535 780 684 735 672 - - 638 648 Cam6 17669 18520 15044 10441 17700 17770 0 16188 ToIW ADT ADT 16.191 AADT 16.191 Traffic Impact and Access Study —Seasons Corner Market 4wv� hb Existing Intersection Lane Geometry and Control peoy esnoH uMol PIO r► peony esnoH uMol PIO N C Q1 Q C Q w (y;nos) den+tanrrp doLIS g do;S N Wd sa;p4m '1 �' peoy doysNloM 0 c O U u a�� }J L v O m v O �n @ � v C C r) O Q a1 C7 C a,O v + fu N (N J U) o c 0 Q � V V � � N N N � C C C o 75 0 -0C C N 0 O lY 6 b Q_ pi p O ✓1 Y V1 :J © . Traffic Impact and Access Study —Seasons Corner Market ihb Seasonal Adjustment Factors 2011* 2010 2009 2008 2007 2006 2005 2004 2003 2002 2001 2000 1999 1998 1997 1996 1995 1994 1993 1992 1991 1990 1989 1988 1987 1986 1985 1984 1983 Table 5: Monthly Adjustment Factors for Cape Cod CAPE C O D COMMISSION ]an Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1.26 1,25 1.20 1.06 0.96 0.89 0.76 0.76 0.92 0.99 1.08 1.14 1.26 1.25 1.19 1.08 0.95 0.88 0.77 0.76 0.93 1.00 1.08 1.15 1.26 1.25 1,19 1.06 0.95 0.88 0.77 0.76 0.93 1.00 1,08 1.15 1.21 1.25 1.19 1.08 0.96 0.89 0.78 0.76 0.93 1.00 1.07 1.14 1.25 1.21 1.17 1.06 0.96 0.86 0.78 0.79 0.93 1.00 1,08 1.14 1.26 1.20 1.18 1.04 0.96 0.86 0.78 0.79 0.93 0.99 1.07 1.12 1,27 1.23 1.18 1.06 0.96 0.85 0.77 0.78 0.93 0.99 1.08 1.15 1.27 1.23 1.18 1,06 0.96 0.85 0.77 0.78 0.93 0.99 1.08 1.15 1.29 1.23 1.16 1.06 0.99 0.87 0.79 0.77 0.95 0.99 1.07 1.14 1.30 1.24 1.16 1.06 0.98 0.86 0.79 0.78 0.93 0.97 1.08 1.14 1.34 1.27 1.18 1.06 0.97 0.86 0.78 0.78 0.94 0.97 1.08 1.13 1.37 1.28 1.20 1.07 0.96 0.87 0.77 0.78 0.93 0.97 1.09 1.14 1.37 1,29 1.23 1.09 0.96 0.87 0.76 0.77 0.94 0.99 1.10 1.15 1.39 1.27 1.23 1.11 0.95 0.87 0.76 0.76 0.93 0.99 1.10 1.16 1.38 1.29 1.22 1.10 0.96 0.86 0.76 0.75 0.92 0.99 1.10 1.19 1,41 1.30 1.22 1.07 0.96 0.86 0.75 0.75 0.91 0.99 1.10 1.19 1.36 1.33 1.24 1.07 0.97 0.86 0.75 0.75 0.90 0.99 1.10 1.19 1.35 1.31 1.25 1.06 0.93 0.86 0.73 0.74 0.89 0.97 1.09 1.15 1.35 1.30 1.24 1.07 0.92 0.85 0.75 0.75 0.90 0.99 1.10 1.17 1.37 1.32 1.29 1.08 0.94 0.87 0.75 0.76 0.90 I.01 1.14 1.21 1.39 1.30 1.22 1.08 0.94 1 0.87 0.76 0.77 0.95 1.02 1.12 1.20 1.31 1.26 1.16 1.06 0.96 0.85 0.73 0.74 0.94 0.99 1.10 1.22 1.37 1.38 1.25 1.13 0.99 0.89 0.72 0.73 0.94 1.03 1.15 1.17 1.38 1.30 1.21 1.10 0.99 0.83 0.72 0.73 0.91 1.02 1.11 1.15 1.40 1.39 1.23 1.10 0.94 0.85 0.71 0.73 0.96 1.02 1.18 1.25 1.35 1.31 1.21 1.09 1.05 0.84 0.73 0.75 0.96 1,04 1.17 1.22 1.31 1.26 1.17 1.07 0.96 0.92 0.84 0.83 0.97 0.97 1.14 1.16 1.55 1.36 1.46 112 1.03 0.85 0.73 0.73 0.94 1.07 1,14 1.24 1.53 1.51 1.30 1.15 0.98 0.82 0.65 0.66 0.87 1.07 1.23 1.30 Source: Massachusetts Highway Department / Mass DOT *2011 is the last year that MassDOT has supplied monthly adjustment factors 2017 Traffic Counting Report Page 17 Traffic Impact and Access Study — Seasons Corner Market � rhb Sight Distance Analyses L pYp � A V . a m M � a � r• n n• A a a a 'n y c a n v 8 '4 O C r�1 d Q c O C O O` �5 H sh B$ E a n' fl y n sh c V m Y 110, �C O C rn T ao W W a0 pV� v' 2 C - a w no M p a ? u �, u+ v Ln C N > C .0 C LO j.. .. m co m .. C ei {'0 N t+l m my .. re N M n m m m � Ih O� Y L O N c C c _ +y+ O a a ` ry d U c d w G ti G U VI U{ UI , a o N a u�i rNi F� I•� M � vLl � .Q' L �I j O C � ti ,jli .y 'C A L > q 3 O i O B u a U i ti �� aL�a• ��' O r LA w � in _ o T c> p c = n E> V n c 3 a 4 A Ycy y C C C -O Til E N S 16 G N jp J 4 71,1 ► f iEr ; z Imn z 0 z vml 0 a $, O E n N iv 4 ai Z PI a S ~ C C a L O d C 0 C C v W a a m �y aaN 4 m:E c U] c y i j u= �_qp u = g� 'o C A N i• � a a E in m in E E `� A E a L° v a a rn 3� m e s e +' c c c r e � c 5.— a coQ E a v o C R O O O L o f y 3R A n a L 8 _ �' ,2.c O o p o E f yy H e L 0 -C yy y u$ c �i a A E v e o `o v vCC n I f I O O N d N L � -2 O C C L V 321N d y o o o N ° a m o Y°n 6 Z yy V E Y V b C C N ° C T y n E GE E 8 .��. t d '� E a ry , a o o$ y 0 2 2 N n m 0. r Y a E v 3 o c? `s 4 n ° E c u© o o coco C c V c • OI O d w E d - ZA pc y J v N= co m m :-i y my t�i i� co my L 41 :•i e�i e�i m m m L fA r f0 rn d r. o a fG d d d R �N�pp ��f7pp' �H�pp u u u �J O 51000 u000 U ry�o=L� U > C V L L O nU). .Ln. .0. pNj I0-1 1TAi > U ¢ c n d O 2 L V 0 d C d d u ' £ F o a L O O o 0 U Z t d m V d N U V1 Fdl 'd o n ap 1 rn3 °$ o .E v C c di ti rn ns �n aa o p O C gC� 0. g e O$ c L� j C N D 4 '^ N a� , m m m m z z LA m m z V] p y O .E 0 E a �n d L a m n�`o G 'q, of m m z m o, m ep '° m e rn � c c g g E an T T+ I�e/jSj 9 p C 4+ � V y pC yry Qy n as Gj d gg 0 goocr�in O v _c��ao ww �Q� ¢ d . t ,o a a a, A p Eq A A 't adi R C >° 5 ml 1A c� C C C9 N 2 re. t t -C u �E A �Cc i Ca L o ILA F Traffic Impact and Access Study -- Seasons Corner Market �b Historic Traffic Growth CAPE COD Table 9: Barnstable County Population Estimate COMMISSION [—Population Source: U.S. Census Bureau, Census 2010, Census 2000, Census 1990 1990 2000 2010 Change 2000-2010 1$6 6Q5 222,230 215,888 -2.85% r H ' Out r Cape r = 0.76 Y Capewide Ca' Upper Cape Mid --Cape 0.13 0.48 0.23 t 0 3,75 T.5 15 Mihm Figure 5: Sub regions' 10-year Average Annual Growth Rate (%) 2017 Traffic Counting Report Page 25 Traffic Impact and Access Study — Seasons Corner Market 44 ihb Trip Generation