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Traffic Memo with Attachments Final_Oct 2021 \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\docs\memos\Traffic Memorandum_Oct 2021.docx 101 Walnut Street PO Box 9151 Watertown, MA 02472 P 617.924.1770 To: Mr. Sal Couto Chief Executive Officer & Principal Couto Management Group, LLC 169 Main Street Stoneham, MA 02180 Date: October 21, 2021 Project #: 15053.00 From: Randall Hart, Principal Matthew Duranleau, Transportation Consultant Re: Dunkin’ Drive-Through Window Proposal 751 West Main Street Traffic Impact and Access Study Hyannis, Massachusetts Vanasse Hangen Brustlin, Inc. (VHB) has evaluated the potential traffic impacts associated with the addition of a drive- through window to the existing Dunkin’ facility located at 751 West Main Street in Hyannis, Massachusetts. This memorandum includes an evaluation of the existing traffic operations and safety as well as an assessment of future conditions with and without the proposed drive-through window. As detailed herein, the proposed drive-through window is expected to have minimal impacts on site and area traffic operations. Study Methodology VHB prepared the traffic assessment in three stages. The first stage involved an assessment of existing traffic conditions within the Project study area including an inventory of existing roadway geometry; observations of traffic flow, including daily and peak period traffic counts; and a review of vehicular crash data. The second stage of the study established the framework for evaluating the transportation impacts of the proposed Project. Specific travel demand forecasts for the Project were assessed along with future traffic demands on the study area roadways due to projected background traffic growth and other proposed area developments that may occur independent of the proposed development. The year 2028, a seven-year time horizon, was selected as the design year for analysis for the preparation of this traffic impact and access assessment in accordance with the MassDOT Traffic Impact Assessment (TIA) guidelines. The third and final stage involved conducting traffic analyses to identify both existing and projected future roadway capacities and demands. Project Description and Site Location The Project Site is located at 751 West Main Street in Hyannis, Massachusetts. The existing Site currently consists of a 2,070 square foot (sf) Dunkin’ shop with no drive-through window. The Site is currently supported by 19 parking spaces (including one accessible space). In addition, there is no signage preventing Dunkin’ customers from using the 9 parking spaces for 765 West Main Street. The Site is served by two full-access driveways on West Main Street, with the west driveway serving 15 of the 19 Site parking spaces and the 9 parking spaces for 765 West Main Street, and the east driveway providing access to four of the Site parking spaces. No internal connection is currently provided around the building between the two parking fields. Under the proposed condition, a drive-through lane/window would be added to the existing facility. No additional square footage is proposed to the building itself and two parking spaces would be eliminated to allow for the drive- through lane. Access to the facility will remain at it is today with two full-access driveways but unlike current Ref: 15053.00 December 5, 2020 Page 2 \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\docs\memos\Traffic Memorandum_Oct 2021.docx conditions, circulation around the entire building will be available for drive-through and general customers. The addition of the drive-through lane and through traffic lane to provide full circulation around the building will be possible due to a 15-foot wide driveway easement from the adjacent property to the east at 745 West Main Street. A figure showing the Project Site in relation to the surrounding area and a conceptual site plan that demonstrates the proposed drive-through lane/window are included in the Attachments to this Memorandum. 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, and a review of recent crash history. 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:  West Main Street at Site Driveway (west) - unsignalized  West Main Street at Site Driveway (east) - unsignalized  West Main Street at Pine Street / Barnstable High School Driveway - unsignalized As noted previously, under the existing and proposed conditions, two full-access driveways to the Site will be maintained in the existing configuration. A figure showing the existing intersection lane geometry and traffic control at each study area intersection is included in the Attachments. Study Area Roadways West Main Street In this study area, West Main Street is a two-lane roadway running in an east-west direction. West Main Street connects Downtown Hyannis to the east with Route 28 and communities such as Centerville, Cotuit, Mashpee, and Falmouth to the west. Sidewalks are provided along both sides of West Main Street and on-street parking is prohibited on both sides of the roadway. West Main Street falls under local jurisdiction and is classified as an urban principal arterial. West Main Street has a posted speed limit of 30 miles per hour (mph). Near the Site, land uses along West Main Street include Barnstable High School on the north side of the roadway and small commercial uses and multi-family residential uses on the south side of the roadway. Study Area Intersections West Main Street at Site Driveway (west) West Main Street is intersected by the west Site driveway from the south to form a three-legged unsignalized intersection. The west Site driveway provides access to 15 of the 19 parking spaces on Site, as well as to the 9 parking spaces for the law office at 765 West Main Street. All approaches to the intersection consist of one general-purpose lane. The west Site driveway is unsigned but operates under STOP control. Sidewalks are provided along both sides of West Main Street and a crosswalk is provided across West Main Street approximately 40 feet east of the intersection. Land use around the intersection is mainly commercial and institutional. Ref: 15053.00 December 5, 2020 Page 3 \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\docs\memos\Traffic Memorandum_Oct 2021.docx West Main Street at Site Driveway (east) West Main Street is intersected by the east Site driveway from the south to form a three-legged unsignalized intersection. The east Site driveway only provides access to 4 of the 19 parking spaces on Site and does not connect to the rest of the parking field for the Site. All approaches to the intersection consist of one general-purpose lane. The east Site driveway is unsigned but operates under STOP control. Sidewalks are provided along both sides of West Main Street and a crosswalk is provided across West Main Street approximately 20 feet west of the intersection. Land use around the intersection is mainly commercial and institutional. West Main Street at Pine Street / Barnstable High School Driveway West Main Street is intersected by Pine Street from the south and the Barnstable High School driveway from the north to form a four-legged unsignalized intersection. The West Main Street eastbound and westbound approaches consist of a dedicated left-turn lane and a shared through/right-turn lane. The Pine Street northbound approach consists of a shared through/left-turn lane and a dedicated right-turn lane, and the Barnstable High School driveway southbound approach consists of one general-purpose lane. The Pine Street northbound approach and the Barnstable High School driveway southbound approach operate under STOP control. Sidewalks exist along both sides of West Main Street and along the eastern side of Pine Street. No sidewalks are provided along the Barnstable High School driveway and no crosswalks are provided at the intersection. Land use around the intersection is mainly commercial and institutional. Existing Traffic Volumes To identify current traffic flow characteristics along the primary roadway serving the Project study area, VHB conducted traffic counts next to the Project Site. VHB’s traffic data collection involved measuring daily traffic volumes on West Main Street over a 24-hour period using an automated traffic recorder (ATR), as well as turning movement counts at the study area intersections. The traffic counts were conducted on a typical weekday in early September 2020, prior to the Labor Day weekend, and therefore represents peak summer conditions on Cape Cod. Table 1 displays the observed weekday daily traffic volumes on West Main Street adjacent to the Project Site. The existing automated traffic recorder count data is included in the Attachments. Table 1 Existing Traffic Volume Summary Weekday Morning Peak Hour Weekday Evening Peak Hour Location ADT a Volume K Factor b Dir. Dist. c Volume K Factor Dir. Dist. West Main Street, west of 751 W Main Street 12,700 870 6.9% 64% EB 1,080 8.5% 52% WB Source: VHB based on automatic traffic recorder counts conducted in September 2020 prior to Labor Day weekend. Counts represent peak summer conditions on Cape Cod and were grown by 0.5% to 2021. a Average Daily Traffic volume expressed in vehicles per day. b Represents the percent of daily traffic that occurs during the peak hour. c Directional distribution of peak hour traffic. Note: Peak hours do not necessarily coincide with the peak hours of the individual intersection turning movement counts. As shown in Table 1, West Main Street carries approximately 12,700 vehicles per day on a typical weekday, with approximately 6.9-percent of all daily traffic occurring during the weekday morning peak hour and approximately 8.5- percent occurring during the weekday evening peak hour. The directionality of peak hour traffic flow on West Main Ref: 15053.00 December 5, 2020 Page 4 \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\docs\memos\Traffic Memorandum_Oct 2021.docx Street is heavier in the eastbound direction during the weekday morning peak period and slightly heavier in the westbound direction during the weekday evening peak period. In addition to daily traffic volumes, peak hour turning movement counts (TMCs) were conducted at the study area intersections. The TMCs were conducted during the weekday morning peak period from 7:00 AM to 9:00 AM and during the weekday evening peak period from 4:00 PM to 6:00 PM. Based on a review of the count data, the weekday morning and weekday evening peak hours of vehicular activity were determined to be 7:30 AM to 8:30 AM and 4:30 PM to 5:30 PM, respectively. The existing turning movement count data is provided in the Attachments. Volume Adjustments The traffic counts were conducted on Thursday, September 3, 2020, which was the Thursday before Labor Day weekend. While school was not in session at Barnstable High School across the street from the Site on the day of the traffic counts, it is reasonable to assume that pre-Labor Day peak summer conditions on Cape Cod and along West Main Street represent a similar level or higher level of traffic volumes on West Main Street than when school is in session at Barnstable High School. In addition, due to the ongoing COVID-19 pandemic, the Fall 2020 school year at Barnstable High School followed a hybrid model where students were on-campus part-time and at home the rest of the time. Therefore, traffic patterns on the roadways near the Barnstable High School in Fall 2020 would not have represented a typical school year as no more than half of the student body was on-campus at any given time. On the other hand, the COVID-19 pandemic had less of an impact on peak summer traffic patterns on Cape Cod than it had on traditional commuting patterns, as tourism remained steady throughout the summer of 2020. Therefore, the pre- Labor Day traffic counts used for all analyses present a conservative analysis of traffic patterns and no adjustments were made for the ongoing COVID-19 pandemic. Comparison of traffic count data with historic seasonal data available from the 2018 Traffic Counting Report for Cape Cod Massachusetts (the most recent report available) indicated that September traffic counts are lower than peak summer season conditions. However, since the traffic counts for this Project were conducted prior to the Labor Day weekend, it is reasonable to assume that the traffic counts are more in-line with typical August traffic counts than typical September traffic counts. Since traffic volumes in August represent peak summer season conditions, to provide a conservative analysis of summer conditions on Cape Cod, no seasonal adjustments were made to the traffic count volumes. The monthly adjustment factors for Cape Cod are included in the Attachments. Traffic counts were grown by one year to represent 2021 Existing conditions. Based on information contained in the 2018 Traffic Counting Report for Cape Cod Massachusetts, traffic has increased at a rate of 0.44-percent per year Cape- wide over the ten-year period from 2008 to 2018. However, in the Mid-Cape region (which includes the Town of Barnstable), traffic increased at a rate of 0.26-percent per year over the ten-year period from 2008 to 2018. To provide a conservative analysis, volumes were grown by 0.5-percent. The historic growth data provided in the 2018 Traffic Counting Report for Cape Cod Massachusetts is included in the Attachments. The 2021 Existing traffic volume networks for the weekday morning and weekday evening peak hours are provided in the Attachments. Public Transportation Public Transportation in Hyannis and throughout Cape Cod is provided by the Cape Cod Regional Transit Authority (CCRTA). There are seven, year-round, fixed-route services provided by CCRTA including the SeaLine, the Barnstable Ref: 15053.00 December 5, 2020 Page 5 \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\docs\memos\Traffic Memorandum_Oct 2021.docx Villager, the H2O, the Flex, the Bourne Route, the Sandwich Route, and the Hyannis Crosstown. All buses are wheelchair accessible and equipped with bicycle racks. All routes except the Flex and the Bourne Route connect at the Plymouth & Brockton bus terminal in downtown Hyannis, located approximately three miles east of the Site. CCRTA also offers “demand response service” through three separate lines; (1) ADA Paratransit Service is a door-to- door, shared-ride service for those eligible individuals who are unable to use the CCRTA fixed route services. It is a comparable service to the fixed route service schedule in that it operates during the same hours and travels within the ¾ of a mile of the fixed route service areas; (2) DART Service (Dial-a-Ride Transportation) is a daily general public service that is a door-to-door, ride by appointment, transportation service. This service is available to all Cape Cod residents and visitors for any purpose; and (3) Boston Hospital Transportation (BHT) is a service that runs on weekdays, by reservation, and provides transportation service to 24 Boston medical facilities. The BHT has bus stops in Wellfleet, Eastham, Orleans, Harwich, the Barnstable commuter lot, and the Sagamore Commuter Lot. While seven fixed-route services are provided by the CCRTA, the Sandwich Route is the only fixed route that travels along West Main Street near the Project Site. The Sandwich Route connects Downtown Hyannis with the Sagamore Park and Ride via Sandwich and operates Monday through Friday with seven trips per day provided in Summer 2021 and eight trips per day provided in Fall 2021. The Sandwich Route has 22-24 scheduled stops in the summer and 27- 28 scheduled stops in the fall, and passengers are allowed to flag the bus to stop at any point along the route. The nearest scheduled stop to the Site is located at the Star Market on West Main Street, approximately 0.25 miles east of the Site. The Sandwich Route schedule is included in the Attachments. Crash Summary A detailed crash analysis was conducted to identify potential vehicle accident trends and/or roadway deficiencies in the traffic study area. The most current vehicle accident data for the traffic study area intersections were obtained from MassDOT for the years 2014 to 2018. The MassDOT database is comprised of crash data from the Massachusetts Registry of Motor Vehicles (RMV) Division primarily for use in traffic studies and safety evaluations. Data files are provided for an entire city or town for an entire year, though it is possible that some crash records may be omitted either due to individual crashes not being reported, or the city crash records not being provided in a compatible format for RMV use. Crash rates are calculated based on the number of accidents at an intersection and the volume of traffic traveling through that intersection on a daily basis. Rates that exceed MassDOT’s average for accidents at intersections in the MassDOT district in which the town or city is located could indicate safety or geometric issues for a particular intersection. For the Project study area, the calculated crash rates for the study area intersections were compared to MassDOT’s District 5 (the MassDOT district for Barnstable) average. The current MassDOT average crash rates for signalized and unsignalized intersections in District 5 are 0.75 crashes per million entering vehicles and 0.57 crashes per million entering vehicles, 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 summary of the study area intersections vehicle accident history based on the available RMV data is presented in Table 2 and the detailed crash data is provided in the Attachments. As shown in Table 2, over the five-year period, there were five crashes reported combined at the unsignalized intersections of West Main Street at the west Site driveway and the east Site driveway and 20 crashes reported at the Ref: 15053.00 December 5, 2020 Page 6 \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\docs\memos\Traffic Memorandum_Oct 2021.docx unsignalized intersection of West Main Street at Pine Street/Barnstable High School Driveway. The intersections of West Main Street at the west Site driveway and the east Site driveway had a combined calculated crash rate of 0.24 crashes per million vehicles entering the intersections and the intersection of West Main Street at Pine Street/Barnstable High School Driveway had a calculated crash rate of 0.72 crashes per million vehicles entering the intersection. The intersections of West Main Street at the Site driveways do not exceed the unsignalized MassDOT average crash rate for District 5 of 0.57 crashes per million vehicles, while the intersection of West Main Street at Pine Street/Barnstable High School Driveway does exceed the average crash rate for District 5. The majority of crashes that occurred at the study area intersections were angle and rear-end collisions resulting in property damage only and occurring on dry pavement. It should be noted that there were no crashes involving pedestrians or bicyclists at any of the study area intersections during the five-year period. Highway Safety Improvement Program In addition to calculating the crash rate, study area intersections should also be reviewed in MassDOT’s Highway Safety Improvement Program (HSIP) database. An HSIP-eligible cluster is one in which the total number of “equivalent property damage only“1 crashes in the area is within the top five-percent 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. 1 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. Ref: 15053.00 December 5, 2020 Page 7 \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\docs\memos\Traffic Memorandum_Oct 2021.docx Table 2 Vehicular Crash Data (2014 - 2018) Source: Crash data was obtained from MassDOT Crash Portal, accessed October 2021. a Includes all crashes at both intersections of West Main Street at the west site driveway and the east site driveway due to incorrectly geolocated data on the MassDOT Crash Portal. West Main Street at Site Driveways a West Main Street at Pine Street / Barnstable High School Driveway Signalized? No No MassDOT Average Crash Rate 0.57 0.57 Calculated Crash Rate 0.24 0.72 Exceeds Average? No Yes Year 2014 2 4 2015 1 6 2016 1 2 2017 1 4 2018 0 4 Total 5 20 Collision Type Angle 1 11 Head-on 0 1 Rear-end 3 5 Sideswipe, opposite direction 0 1 Sideswipe, same direction 0 1 Single Vehicle Crash 1 1 Severity Fatal Injury 0 0 Non-Fatal Injury 1 5 Property Damage Only 4 15 Time of day Weekday, 7:00 AM - 9:00 AM 2 1 Weekday, 4:00 – 6:00 PM 0 2 Saturday, 11:00 AM – 2:00 PM 0 1 Weekday, other time 1 12 Weekend, other time 2 4 Pavement Conditions Dry 4 15 Wet 0 5 Snow 1 0 Non-Motorist (Bike, Pedestrian) 0 0 Ref: 15053.00 December 5, 2020 Page 8 \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\docs\memos\Traffic Memorandum_Oct 2021.docx 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 (2028) was used for the evaluation consistent with MassDOT Transportation Impact and Access (TIA) study 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. Based on information contained in the 2018 Traffic Counting Report for Cape Cod Massachusetts (the most recent report available as of October 2021), traffic has increased at a rate of 0.44-percent per year Cape-wide over the ten-year period from 2008 to 2018. However, in the Mid-Cape region (which is the region of Cape Cod that the Town of Barnstable is in), traffic increased at a rate of 0.26-percent per year over the ten-year period from 2008 to 2018. To provide a conservative analysis, a background growth rate of 0.5-percent per year was applied. The historic growth data provided in the 2018 Traffic Counting Report for Cape Cod Massachusetts is included in the Attachments. 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 Barnstable, it was determined that the following planned development projects in the vicinity of the Site may influence traffic conditions:  Dollar General – The new Dollar General store at 326 West Main Street in Hyannis was opened earlier in 2021. The project is located on the site of a former gas station and convenience store approximately ¾-mile east of the Site. Trips to be generated by this project were added to the roadway network based on data from the Institute of Transportation Engineers. The trip generation calculations are included in the Attachments.  Bell Tower Mall – This approved development, located at 1600 Falmouth Road in Centerville, replaces existing second-floor office space with 26 residential units. Trips to be generated by this project were added to the roadway network based on data from the Institute of Transportation Engineers. The trip generation calculations are included in the Attachments.  35 Scudder Avenue – This project, located at the site of the Twin Brooks Golf Course in Hyannis, proposes a three-story, 312-unit multi-family residential development. Trips to be generated by this project were added to the roadway network based on data from the Institute of Transportation Engineers. The trip generation calculations are included in the Attachments.  720 Main Street – This project, located at 720 Main Street in Hyannis, proposes a four-story, 40-unit multi-family residential development. Trips to be generated by this project were added to the roadway network based on data from the Institute of Transportation Engineers. The trip generation calculations are included in the Attachments. Ref: 15053.00 December 5, 2020 Page 9 \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\docs\memos\Traffic Memorandum_Oct 2021.docx Background Transportation Projects In assessing future traffic conditions, proposed roadway improvements within the study area were considered. Based on discussions with the Town of Barnstable, it was determined that there are no roadway improvement projects that would impact the study area roadway network. No-Build Traffic Volumes The 2028 No-Build traffic volumes were generated by consideration of the above described factors. The resulting 2028 No-Build peak hour traffic volume networks for the weekday morning and weekday evening peak periods are provided in the Attachments. Trip Generation The rate at which any development generates traffic is dependent upon the size, location, and concentration of surrounding developments. As mentioned previously, the Project consists of adding a drive-through window to an existing 2,070 sf Dunkin’ shop that does not currently have a drive-through window. To estimate the number of vehicle trips to be generated by the proposed Project, empirical data specific to the Site and national data from the ITE Trip Generation Manual2 were utilized. Empirical trip-generation data for the existing Site was conducted as part of the turning movement counts during the weekday morning and weekday evening peak periods in September 2020. This provides the number of peak-hour entering and exiting trips that are generated by the existing Dunkin’ location without a drive-through window. The ITE Trip Generation Manual was used to determine the increase in trips that the Site will generate with the addition of a drive-through window to the existing shop. Existing Site-Generated Trips The number of entering and exiting trips generated by the existing Dunkin’ shop without a drive-through window were captured as part of the turning movement counts during the weekday morning and weekday evening peak periods at the two Site driveways. Table 3 presents the empirical trip generation data for the existing Site. 2 Trip Generation Manual (10th edition), Institute of Transportation Engineers (Washington DC), 2017. Ref: 15053.00 December 5, 2020 Page 10 \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\docs\memos\Traffic Memorandum_Oct 2021.docx Table 3 Existing Site Trip Generation Summary Time Period Site-Generated Vehicle Trips Weekday Morning Peak Hour Enter 54 Exit 58 Total 112 Weekday Evening Peak Hour Enter 7 Exit 9 Total 16 Source: VHB based on turning movement counts conducted on Thursday, September 3, 2020, prior to Labor Day weekend and represent peak summer conditions. Based on the turning movement counts, the existing Dunkin’ without a drive-through window generates approximately 112 vehicle trips (54 entering/ 58 exiting) during the weekday morning peak hour and 16 vehicle trips (7 entering/ 9 exiting) during the weekday evening peak hour. While some of these trips may have been generated by the law office at 765 West Main Street that shares a parking lot with the existing Dunkin’, to provide a conservative analysis it was assumed that all trips observed entering and exiting the two Site driveways were generated by the exiting Dunkin’ shop. It is unknown how many of those trips are pass-by trips that would be traveling on West Main Street if the Dunkin’ wasn’t there, or how many of those trips had Dunkin’ as their final destination. In addition, as noted previously, the counts were conducted during peak summer conditions when school is not in session, which generally represent busier than normal conditions for businesses on Cape Cod. ITE Trip Generation The ITE Trip Generation Manual categorizes land uses and provides weekday morning peak hour and weekday evening peak hour unadjusted vehicle trip generation estimates for each use. The trip generation estimates for the existing and proposed uses were projected using Land Use Code (LUC) 936 (Coffee/Donut Shop without Drive- Through Window) and LUC 937 (Coffee/Donut Shop with Drive-Through Window). To determine the number of new vehicle trips that the Project will generate with the addition of a drive-through window, the number of trips generated by these two land uses were compared to determine the difference in trip generation patterns for a coffee shop with a drive-through window as compared to a coffee shop without a drive-through window. The ITE trip generation worksheets are included in the Attachments to this memorandum. Pass‐By Trips While the ITE rates provide estimates for all the traffic associated with each land use, not all of the traffic generated by the Project will be new to the area roadways. A portion of the vehicle-trips generated by the Dunkin’ under existing and proposed conditions will likely be drawn from the traffic volume roadways adjacent to the Project Site. For Ref: 15053.00 December 5, 2020 Page 11 \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\docs\memos\Traffic Memorandum_Oct 2021.docx example, someone traveling on West Main Street may choose to deviate from their original travel path to visit the coffee shop before heading back to continue to their final destination. Pass-by rates are based on data provided in the ITE Trip Generation Handbook3. For this evaluation, ITE pass-by rates for LUC 934 (Fast-Food Restaurant with Drive-Through Window) were utilized for the Dunkin’ trip generation with a drive-through window and were applied to existing trips on West Main Street. The pass-by rates for the fast food land use code were utilized instead of the coffee/donut shop land use code due to the lack of pass-by data for the existing Site and for the coffee/donut shop land use code in general and due to the similar characteristics between a fast food restaurant with a drive-through window and a coffee/donut shop with a drive-through window. Specifically, 49- percent and 50-percent of the Dunkin’ trip generation was assumed to be drawn from the surrounding roadway network during the weekday morning and weekday evening peak hours, respectively, as outlined in the ITE Trip Generation Handbook. Project‐Generated Trips As described above, the Project-generated trips were estimated based on the unadjusted ITE trip generation rates for coffee/donut shop land use codes with and without drive-through windows and with a pass-by credit applied to the unadjusted trip rates. To provide a conservative analysis, no credit was applied to employees or customers who may take transit, walk, or bike to the Site. Table 4 below provides a summary of the anticipated number of vehicle trips to be generated by the Project. Table 4 New Project-Generated Vehicle Trip Summary Time Period Unadjusted ITE Vehicle Trips: General Coffee/Donut Shop Net New Vehicle Trips Without Drive-Through a With Drive-Through b Change in Trips Pass-By c Weekday Morning Peak Hour Enter 84 99 15 9 6 Exit 81 103 22 9 13 Total 165 203 37 18 19 Weekday Evening Peak Hour Enter 29 40 10 5 5 Exit 29 38 9 5 4 Total 58 77 19 10 9 Note: Trip generation estimates based on peak hour of generator, as specified in the Cape Cod Commission Transportation Technical Bulletin (February 2019). a Trip generation estimate based on ITE LUC 936 (Coffee/Donut Shop without Drive-Through Window) for 2,000 SF using average rates. b Trip generation estimate based on ITE LUC 937 (Coffee/Donut Shop with Drive-Through Window) for 2,070 SF using average rates. c Pass-by credits of 49-percent and 50-percent applied to weekday morning and weekday evening peak hours, respectively. 3 Trip Generation Handbook (3rd edition), Institute of Transportation Engineers (Washington DC), 2017. Ref: 15053.00 December 5, 2020 Page 12 \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\docs\memos\Traffic Memorandum_Oct 2021.docx As shown in Table 4, the addition of a drive-through window to the existing Dunkin’ on the Site is expected to generate approximately 19 new vehicle trips (6 entering/ 13 exiting) during the weekday morning peak hour and approximately 9 new vehicle trips (5 entering/ 4 exiting) during the weekday evening peak hour. As noted above, the Project trip-generation includes a credit for pass-by trips that are already traveling on West Main Street and only represents new vehicle trips that will be added to the roadway network. Comparison of Empirical Trips to ITE-Projected Trips Comparing the empirical Site-generated volumes in Table 3 with the ITE-projected volumes in Table 4 shows that the actual Site generates fewer vehicle trips than the ITE projections assumes for a coffee/donut shop without a drive- through window. Based on the ITE projections, a coffee/donut shop without a drive-through window is expected to generate 165 vehicle trips during the weekday morning peak hour and 58 vehicle trips during the weekday evening peak hour (not accounting for pass-by trips), while the existing Dunkin’ shop without a drive-through window on Site only generates 112 vehicle trips during the weekday morning peak hour and 16 vehicle trips during the weekday evening peak hour. Part of the reason for this may be due to the density of other Dunkin’ locations in proximity to the Site as there are several other Dunkin’ shops in Hyannis and Barnstable, including a shop approximately one and a half miles west of the Site at 1648 Falmouth Road and a shop approximately two miles east of the Site at 147 North Street. Net-New Vehicle Trips To accurately determine the number of trips that will be generated by the Site with the Project in place, the additional vehicle trips generated by the drive-through window as projected in Table 4 have been added to the existing Site- generated trips summarized in Table 3. Applying the additional vehicle trips generated by the drive-through window to the existing empirical data provides a more accurate representation of the impacts of the Project considering the local characteristics of the Site as opposed to only using ITE data. A summary of the total Site-generated trips with the Project in place is presented in Table 5. Table 5 Total Site-Generated Vehicle Trip Summary Time Period Existing Site- Generated Trips a New Project Pass-by Trips b Project Trips New to Roadway b Total Site-Generated Vehicle Trips Weekday Morning Peak Hour Enter 54 9 6 69 Exit 58 9 13 80 Total 112 18 19 149 Weekday Evening Peak Hour Enter 7 5 5 17 Exit 9 5 4 18 Total 16 10 9 35 a From Table 3 b From Table 4 As shown in Table 5, the Site with the Project in place is expected to generate approximately 149 vehicle trips (69 entering/ 80 exiting) during the weekday morning peak hour and approximately 35 vehicle trips (17 entering/ 18 Ref: 15053.00 December 5, 2020 Page 13 \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\docs\memos\Traffic Memorandum_Oct 2021.docx exiting) during the weekday evening peak hour. As noted, these total Site-generated volumes do not account for the existing trips generated by the Site or for the pass-by trips that are already on the roadway network. Trip Distribution The directional distribution of traffic approaching and departing the Site is a function of several variables. These include population densities, existing travel patterns, the efficiency of the roadways leading to and from the Site, and the distance from nearby land uses. While the Project is expected to have an impact on the number of vehicle trips that are generated by the Site, the addition of a drive-through window is not expected to change the general trip distribution pattern of the Site-generated trips. Therefore, the trip distribution pattern for the Project is expected to mirror the trip distribution for the existing Dunkin’ without a drive-through window on Site. The distribution of existing Site-generated trips along West Main Street to/from the east and west was captured in the turning movement counts conducted at the Site driveways in September 2020. The distribution of the Site-generated trips along Pine Street to/from the south was extrapolated based on the turning movement counts at the intersection of West Main Street at Pine Street/Barnstable High School driveway and based on the local nature of the Site- generated trips, as this Dunkin’ at 751 West Main Street is one of several Dunkin’ locations in Hyannis and in Barnstable. The trip distribution patterns for the Project are presented in Table 6 and provided as a figure in the Attachments to this memorandum. Table 6 Trip Distribution Travel Route Direction (from/to) Dunkin’ Trip Distribution West Main Street East West 45% 45% Pine Street South 10% Total 100% As shown in Table 6, approximately 45-percent of Site-generated traffic is expected to arrive and depart via West Main Street to/from the east and to/from the west, while the remaining 10-percent of Site-generated traffic is expected to arrive and depart via Pine Street to/from the south. Driveway Distribution Under existing conditions, the Site is served by two full-access driveways on West Main Street. The two driveways access different parking fields and there is no internal connection around the building between the two driveways. Under proposed conditions, the two full access driveways will remain but a drive-through window and an internal through connection will be provided in the counter-clockwise direction around the building. All drive-through traffic will be directed to enter the Site via the west driveway and exit via the east driveway. In addition, customers who enter the Site from the west driveway and park to go inside the shop will now have the option to drive around the building and exit the Site from the east driveway. Ref: 15053.00 December 5, 2020 Page 14 \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\docs\memos\Traffic Memorandum_Oct 2021.docx With the addition of the drive-through window and the internal through connection around the building, the distribution of Site traffic at each driveway is expected to shift. It is expected there will be a shift in existing and future Site traffic to more vehicles entering the west driveway and exiting the east driveway due to the one-way traffic pattern of the drive-through lane and the new internal through connection. In addition, some existing customers that currently park and go inside the shop will be able to use the drive-through window in the future, which will increase the use of the east driveway to exit the Site. Given the current health crisis and “changing of patterns” by retail customers, the addition of the drive through is an important element that will make customers more comfortable by lessening the need to go inside the building and further limiting interaction with other customers and staff. Based on the expected shift in internal Site circulation, the existing and future Site-generated traffic has been redistributed accordingly between the two Site driveways. Build Traffic Volumes The new 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 6 and added to the 2028 No-Build peak hour traffic volume networks to develop the 2028 Build peak hour traffic volume networks. The 2028 Build peak hour traffic volume networks and the Site-generated traffic volume networks are provided in the Attachments to this memorandum. Traffic Operations Analysis To assess quality of flow, intersection capacity analyses were conducted with respect to 2021 Existing, 2028 No-Build, and 2028 Build 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 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, 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 the worst operating conditions. For this study, capacity analyses were completed for the existing and proposed unsignalized intersections within the study area using Synchro traffic analysis software. For unsignalized intersections, the analysis assumes that traffic on the mainline is not affected by traffic on the side streets. The LOS is only determined for left-turns from the main street and all movements from the minor street. The evaluation criteria used to analyze the unsignalized study area intersections is based on the Highway Capacity Manual (HCM)4. Intersection Capacity Analysis Levels-of-service analyses were conducted for the 2021 Existing, 2028 No-Build, and 2028 Build conditions for the study area intersections. Table 7 summarizes the capacity analyses for the unsignalized intersections, and the capacity analyses worksheets are included in the Attachments. 4 Highway Capacity Manual, Transportation Research Board, Washington D.C., 2016. Ref: 15053.00 December 5, 2020 Page 15 \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\docs\memos\Traffic Memorandum_Oct 2021.docx Table 7 Unsignalized Intersection Capacity Analysis Location / Movement 2021 Existing Conditions 2028 No-Build Conditions 2028 Build Conditions D a v/c b Del c LOS d 95 Q e D v/c Del LOS 95 Q D v/c Del LOS 95 Q West Main Street at 751 West Main Street West Driveway Weekday Morning WB L 10 0.01 9 A 0 10 0.01 9 A 0 25 0.03 9 A 3 NB L/R 45 0.18 18 C 15 45 0.14 17 C 13 20 0.07 18 C 5 Weekday Evening WB L 5 0.01 9 A 0 5 0.01 9 A 0 10 0.01 9 A 0 NB L/R 10 0.06 17 C 5 10 0.04 18 C 3 5 0.02 16 C 3 West Main Street at 751 West Main Street East Driveway Weekday Morning WB L 10 0.01 9 A 0 10 0.01 9 A 0 5 0.01 9 A 0 NB L/R 15 0.08 16 C 5 15 0.05 16 C 3 60 0.19 18 C 18 Weekday Evening WB L neg 0.00 9 A 0 neg 0.00 9 A 0 neg 0.00 9 A 0 NB L/R neg 0.01 12 B 0 neg 0.00 12 B 0 15 0.05 17 C 5 West Main Street at Pine Street / Barnstable High School Driveway Weekday Morning EB L 10 0.01 8 A 0 10 0.01 8 A 0 10 0.01 8 A 0 WB L 85 0.11 10 A 10 90 0.10 9 A 8 90 0.10 9 A 8 NB L/T 15 0.14 37 E 13 15 0.12 35 E 10 15 0.12 36 E 10 NB R 110 0.31 17 C 33 115 0.26 15 C 25 115 0.26 15 C 25 SB L/T/R 5 0.14 53 F 10 5 0.07 45 E 5 5 0.07 45 E 5 Weekday Evening EB L neg 0.00 9 A 0 neg 0.00 9 A 0 neg 0.00 9 A 0 WB L 175 0.19 9 A 18 180 0.20 10 A 20 180 0.20 10 A 20 NB L/T 10 0.13 52 F 10 10 0.16 66 F 13 10 0.16 66 F 13 NB R 170 0.36 16 C 35 175 0.39 17 C 45 175 0.39 17 C 45 SB L/T/R 5 0.30 93 F 28 5 0.15 101 F 13 5 0.15 101 F 13 Note: Any improvements from 2021 Existing Conditions to 2028 No Build Conditions are due to using a universal peak hour factor of 0.92 under future conditions, as specified in the MassDOT TIA guidelines. a Demand b Volume to capacity ratio. c Average total delay, in seconds per vehicle. d Level-of-service. e 95th percentile queue, in feet. As shown in Table 7, the Project is expected to have minimal impacts on traffic operations within the study area. With the Project in place, both Site driveways are expected to operate at LOS C under the 2028 Build Conditions with queues exiting the two driveways not expected to exceed one vehicle length. In addition, shifting the majority of exiting traffic to the east Site driveway instead of the west Site driveway is not expected to result in a notable change in operations. The Project is also expected to have a minimal impact on operations at the intersection of West Main Street at Pine Street / Barnstable High School Driveway. Ref: 15053.00 December 5, 2020 Page 16 \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\docs\memos\Traffic Memorandum_Oct 2021.docx Gap Acceptance Analysis To provide further analysis of the existing traffic conditions on West Main Street at the Site, a gap acceptance analysis was conducted. The gap acceptance analysis evaluates acceptable gaps between vehicles on West Main Street and theoretically calculates how many vehicles are able to turn left and right out of a driveway onto West Main Street during the peak hour. The gap acceptance analysis will determine if there is enough capacity on West Main Street to accommodate all site-generated traffic. Gap Acceptance Study Methodology A gap is the time interval between two vehicles travelling in the same direction along the same route. A critical gap is defined as the minimum time interval in the major-street traffic stream that allows for one vehicle on the minor street to enter the intersection. In other words, in order for vehicles exiting the Site to enter the traffic stream along West Main Street, the driver of each vehicle must choose an acceptable gap between vehicles traveling along West Main Street. Vehicles exiting the Site via right turn must wait for an acceptable gap in westbound West Main Street traffic while vehicles exiting the Site via left turn must wait for an acceptable gap in both eastbound and westbound West Main Street traffic, or a simultaneous gap. VHB conducted manual vehicle gap counts at the proposed site on West Main Street concurrent with the traffic counts during the weekday morning and weekday evening peak hour on Thursday, September 3, 2020. The following gaps between vehicles were measured in seconds:  Gaps between vehicles along eastbound West Main Street  Gaps between vehicles along westbound West Main Street  Simultaneous gaps between vehicles along eastbound and westbound West Main Street The recorded number of acceptable gaps and their corresponding length were evaluated to determine the following:  The number of acceptable gaps observed along West Main Street  The number of vehicles that may utilize each gap observed along West Main Street  The cumulative number of vehicles that may utilize the acceptable gaps observed along West Main Street during the peak hours. The vehicle gap count data along West Main Street is included in the Attachments to this memorandum. Acceptable Vehicle Gaps and Gap Intervals Based on Highway Capacity Manual (HCM) guidelines, critical gaps for right and left turning vehicles out of a minor approach driveway are 6.2 and 7.1 seconds, respectively, for a two-lane roadway such as West Main Street. In the event that multiple vehicles are in queue and are waiting for an acceptable gap, the follow up time for the next vehicle in queue to accept the same gap as the initial exiting vehicle is an additional 3.3 and 3.5 seconds, respectively, for right and left turning exiting vehicles. Therefore, in order for two vehicles to accept the same gap and exit the Site via right turn, the simultaneous gap would be 6.2 seconds for the first vehicle and an additional 3.3 seconds for the follow-up vehicle, for a total gap of 9.5 seconds. Ref: 15053.00 December 5, 2020 Page 17 \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\docs\memos\Traffic Memorandum_Oct 2021.docx Table 8 defines the minimum lengths of gaps needed to serve multiple right or left turning vehicles out of a Site and the corresponding gap intervals rounded to the nearest whole second. Table 8 Minimum Vehicle Gap Lengths and Intervals (in Seconds) Total Vehicles Served per Gap a Right Turn Exit Left Turn Exit Minimum Gap Gap Interval Minimum Gap Gap Interval One Vehicle 6.2 6-10 7.1 7-11 Two Vehicles 9.5 10-13 10.6 11-14 Three Vehicles 12.8 13-16 14.1 14-18 Four Vehicles 16.1 16-20 17.6 18-21 Five Vehicles 19.4 20-23 21.1 21-25 Six or More Vehicles 22.7 >23 24.6 >25 a Vehicle served per Gap based on critical headways and follow-up headways for a two-lane roadway established in HCM. Observed Acceptable Vehicle Gaps Based on the gap acceptance intervals defined in Table 8, the recorded acceptable vehicle gap data relative to right and left turning vehicles exiting the west and east site driveways onto West Main Street has been calculated. The observed vehicle gaps along eastbound West Main Street facilitating right turns from the site driveways is summarized in Table 9. Table 9 Observed Vehicle Gaps along Eastbound West Main Street Gap Length Interval 6-10 10-13 13-16 16-20 20-23 >23 Total Right-Turning Vehicles served per Gap a 1 2 3 4 5 6 + Weekday Morning Peak Hour # of Eastbound Gaps 65 28 17 21 15 26 172 Total Vehicles Served 65 56 51 84 75 156 487 Weekday Evening Peak Hour # of Eastbound Gaps 60 25 21 18 8 42 174 Total Vehicles Served 60 50 63 72 40 252 537 Source: VHB, based on 15-minute interval observations during the weekday evening peak hour of 7:30-8:30 AM and 4:30-5:30 PM on 9/3/2020. a Vehicles served per gap based on 6.2 critical headway and 3.3 follow-up headway established in the HCM. As shown in Table 9, there are 172 total acceptable gaps in eastbound traffic on West Main Street during the weekday morning peak hour which could accommodate as many as 487 right-turning vehicles from a minor street approach or from a driveway. During the weekday evening peak hour, there are a total of 174 acceptable gaps in eastbound traffic on West Main Street which could accommodate as many as 537 right-turning vehicles from a minor street approach or from a driveway. Ref: 15053.00 December 5, 2020 Page 18 \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\docs\memos\Traffic Memorandum_Oct 2021.docx Based on the existing and future trip generation and trip distribution for the Site discussed above, there are 10 vehicles and 5 vehicles that are expected to exit the west Site driveway and turn right during the weekday morning and weekday evening peak hours, respectively. At the east Site driveway, there are 35 vehicles and 10 vehicles that are expected to exit and turn right during the weekday morning and weekday evening peak hours, respectively. With the traffic flow on West Main Street expected to accommodate over 450 right-turning vehicles during both peak hours from either driveway, the acceptable gaps on West Main Street will successfully be able to accommodate all right- turning vehicles exiting both Site driveways. The observed simultaneous vehicle gaps along both directions of West Main Street facilitating left turns from the Site driveways is summarized in Table 10. Table 10 Observed Simultaneous Vehicle Gaps along West Main Street Gap Length Interval 7-11 11-14 14-18 18-21 21-25 >25 Total Left-Turning Vehicles served per Gap a 1 2 3 4 5 6 + Weekday Evening Peak Hour # of Simultaneous Gaps 89 33 19 12 7 9 169 Total Vehicles Served 89 66 57 48 35 54 349 Saturday Midday Peak Hour # of Simultaneous Gaps 97 22 20 6 7 3 155 Total Vehicles Served 97 44 60 24 35 18 278 Source: VHB, based on 15-minute interval observations during the weekday evening peak hour of 7:30-8:30 AM and 4:30-5:30 PM on 9/3/2020. a Vehicles served per gap based on 7.1 critical headway and 3.5 follow-up headway established in the HCM. As shown in Table 10, there are 169 total acceptable simultaneous gaps in traffic on West Main Street during the weekday morning peak hour which could accommodate as many as 349 left-turning vehicles from a minor street approach or from a driveway. During the weekday evening peak hour, there are a total of 155 acceptable simultaneous gaps in traffic on West Main Street which could accommodate as many as 278 left-turning vehicles from a minor street approach or from a driveway. Based on the existing and future trip generation and trip distribution for the Site discussed above, there are 10 vehicles and 2 vehicles that are expected to exit the west Site driveway and turn left during the weekday morning and weekday evening peak hours, respectively. At the east Site driveway, there are 25 vehicles and 5 vehicles that are expected to exit and turn left during the weekday morning and weekday evening peak hours, respectively. With the traffic flow on West Main Street expected to accommodate over 250 left-turning vehicles during both peak hours from either driveway, the acceptable gaps on West Main Street will successfully be able to accommodate all left-turning vehicles exiting both Site driveways. Ref: 15053.00 December 5, 2020 Page 19 \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\docs\memos\Traffic Memorandum_Oct 2021.docx Sight Distance Analysis VHB conducted a sight distance analysis, conforming to guidelines of the American Association of State Highway and Transportation Officials (AASHTO)5, at the east and west Site driveways on West Main Street. Sight distance is 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 the east and west Site driveways at West Main Street, the 85th percentile speed along West Main Street measured by the ATR count described previously was utilized. The 85th percentile speed along West Main Street was observed to be approximately 40 mph in both the eastbound and westbound directions. Table 11 summarizes the sight distance analysis and the sight distance worksheets are included in the Attachments to this memorandum. Table 11 Sight Distance Analysis Summary Location Stopping Sight Distance (ft) Intersection Sight Distance (ft) Traveling Required Measured Looking Desired Measured West Main Street at the west Site driveway a Eastbound 305 > 1000 Left 445 > 1000 Westbound 305 > 1000 Right 445 > 1000 West Main Street at the east Site driveway a Eastbound 305 > 1000 Left 445 > 1000 Westbound 305 > 1000 Right 445 > 1000 a Based on guidelines established in A Policy on the Geometric Design of Highways and Streets, 7th Edition, AASHTO, 2018 for an 85th percentile speed of 40 mph eastbound and westbound. 5 A Policy on the Geometric Design of Highways and Streets, 7th Edition, American Association of State Highway and Transportation Officials (AASHTO), 2018. Ref: 15053.00 December 5, 2020 Page 20 \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\docs\memos\Traffic Memorandum_Oct 2021.docx As shown in Table 11, at both unsignalized intersections of the east and west Site driveways with West Main Street, the required stopping sight distances and the desired intersection sight distances are exceeded in both directions. Site Access and Circulation The Site is currently served by two full-access driveways on West Main Street. The west Site driveway provides access to a parking field on the west and south sides of the building that contains 15 parking spaces for the Site and an additional 9 parking spaces for 765 West Main Street. The trash dumpster for the Site and the building’s rear door for loading is also accessed via the west Site driveway. The east Site driveway provides access to a parking field on the north side of the building that contains four parking spaces for the Site. No internal connection is currently provided around the building between the two parking fields. Under the proposed condition, a drive-through lane/window would be added to the existing facility. No additional square footage is proposed to the building itself. Access to the facility will remain at it is today with two full access driveways but unlike current conditions, circulation around the entire building will be available for drive-through and general customers. The addition of the drive-through lane and through traffic lane to provide full circulation around the building will be possible due to a 15-foot wide driveway easement from the adjacent property to the east at 745 West Main Street. Circulation through the Site will be counter-clockwise for the drive-through lane and the through traffic lane, with customers using the drive-through entering the Site via the west driveway and exiting the Site via the east driveway. Vehicles entering the Site via the east driveway will still only have access to the parking field of four parking spaces and will not be able to travel clockwise around the building to access the rest of the parking field. Loading and trash removal for the dumpster will continue to occur on the south side of the building. Parking Under the existing conditions, the Site is supported by 19 parking spaces, 15 of which are accessed via the west driveway and four are accessed via the east driveway. An additional 9 parking spaces for 765 West Main Street share a parking aisle from the west driveway and there is no signage preventing Dunkin’ customers from using these 9 spaces. Under the proposed conditions, the Site will be supported by 17 parking spaces. The parking fields on the north side and west side of the building will remain as is while the parking field on the south side of the building will be restriped to accommodate the drive-through lane and the through circulation lane around the building. While the Site will have two fewer parking spaces under proposed conditions than under existing conditions, this is not expected to be an issue as the parking demand will be less with the addition of a drive-through window on-Site. Currently, all customers to the existing Dunkin’ on-Site that arrive in a vehicle must park in one of the parking spaces and go into the shop. With the Project in place, the existing customers will have the option of using the drive-through window instead of parking and going into the shop. Since some of the existing customers will use the drive-through and will no longer be occupying a parking space, the future parking demand on-Site is expected to be less than the parking demand today. Therefore, the removal of two of the existing 19 parking spaces is not expected to be an issue. Drive-Through Operations and Queue Storage The drive-through window will be located on the east side of the existing building and customers will access the drive- through window by entering the Site via the west driveway and traveling counter-clockwise through the parking lot and around the building and will exit via the east driveway. The menu board and the speaker box for the drive- through will be located on the south side of the existing building, approximately 90 feet prior to the drive-through Ref: 15053.00 December 5, 2020 Page 21 \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\docs\memos\Traffic Memorandum_Oct 2021.docx window. Approximately 160 feet of queueing space will be available in the parking aisle between the drive-through speaker box and the west driveway curb cut that will accommodate vehicles queuing in the drive-through without the queue spilling back into the roadway along West Main Street. VHB had previously conducted empirical queue observations in August 2016 at two Dunkin’ locations on Cape Cod; on Route 130 in Sandwich and on Route 28 in Cotuit. The maximum queues starting from the pick-up window were observed at the two drive-through locations during the weekday morning and weekday evening peak hours. Based on those observations, the average maximum queue observed at the two locations was nine vehicles during the weekday morning peak hour. The Cotuit location noted a maximum queue of 12 vehicles during the weekday morning peak hour and the Sandwich location noted a maximum queue of six vehicles during the weekday morning peak hour. During the weekday evening peak hour, both locations noted a maximum queue of three vehicles. The empirical queue observation data is included in the Attachments to this memorandum. With a storage capacity on-Site of approximately 250 feet (160 feet between the west driveway curb cut and the speaker box and an additional 90 feet between the speaker box and the drive-through window), the proposed drive- through will be able to accommodate approximately 12 vehicles on-Site6. Based on the average maximum queue of nine vehicles observed at the two locations in Cotuit and Sandwich, the proposed drive-through storage on-Site will be sufficient to handle the anticipated queues without spilling back onto West Main Street. In addition, based on the location of nearby Dunkin’ stores to the Site and the characteristics on the roadways that each Dunkin’ is located on, it is anticipated that the proposed drive-through queue at the Site will be more similar to the Dunkin’ location in Sandwich than the location in Cotuit, which observed a maximum queue of only six vehicles. Conclusion VHB has conducted a traffic impact and access study to assess the potential traffic impacts associated with addition of a drive-through window to the existing Dunkin’ facility located at 751 West Main Street in Hyannis, Massachusetts. The proposed Project is expected to add to the roadway network approximately 19 new vehicle trips (6 entering/ 13 exiting) during the weekday morning peak hour and approximately 9 new vehicle trips (5 entering/ 4 exiting) during the weekday evening peak hour. Based on the intersection capacity analyses, the Project is expected to have minimal impact upon operations at the study are intersections and along the study area roadways. In addition, the proposed drive-through operations should provide enough storage space for the drive-through queue on-Site without spilling back onto West Main Street. 6 Based on an average spacing of 20 feet between front bumpers of adjacent vehicles in the drive-through queue. (for comparison, an average parking stall is approximately 20 feet in length). 751 West Main Street Traffic Impact and Access Study Attachments Attachments  Memorandum Figures  Site Plan  Traffic Count Data  Seasonal Adjustment Factors  Public Transit Schedules  Crash Data  Historic Growth Data  Background Development-Generated Trip Calculations  Trip Generation Calculations  Capacity Analysis Worksheets  Vehicle Gap Count Data  Sight Distance Worksheets  Empirical Drive-Through Queue Data 751 West Main Street Traffic Impact and Access Study Attachments Memorandum Figures © 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS SITE We s t M a i n S t r e e t Pine Street Barnstable High School Pleasant Park Avenue\\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\Graphics\FIGURES\Locus.dwg Figure 1 Site Location Map 751 West Main Street Hyannis, Massachusetts Unsignalized Study Area Intersection 0 75 150 Feet West Main School DrivewayStreet DrivewayWest SiteDrivewayEast SiteBarnstable HighPine StreetStop-Controlled Crosswalk \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\Graphics\FIGURES\Networks.dwg Figure 2Lane Geometry and Traffic Control 751 West Main Street Hyannis, Massachusetts Not to Scale Neg = Negligible Weekday Morning Peak Hour Neg = Negligible Weekday Evening Peak Hour105110negneg510 535 10 neg 320 85West Main School Driveway510550 5 305 10 2025530 30 300 10 Street DrivewayWest SiteDrivewayEast SiteBarnstable HighPine Street10neg170negneg5neg 495 5 neg 510 175West Main School Drivewaynegneg495 neg 520 neg 55490 5 515 5 Street DrivewayWest SiteDrivewayEast SiteBarnstable HighPine Street\\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\Graphics\FIGURES\Networks.dwg Figure 32021 E[isting &onditions 751 West Main Street Hyannis Massachusetts Not to Scale Neg = Negligible Weekday Morning Peak Hour Neg = Negligible Weekday Evening Peak Hour105115negneg510 575 10 neg 370 90West Main School Driveway510595 5 355 10 2025575 30 350 10 Street DrivewayWest SiteDrivewayEast SiteBarnstable HighPine Street10neg175negneg5neg 560 5 neg 565 180West Main School Drivewaynegneg560 neg 575 neg 55555 5 570 5 Street DrivewayWest SiteDrivewayEast SiteBarnstable HighPine Street\\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\Graphics\FIGURES\Networks.dwg Figure 42028 No Build &onditions 751 West Main Street Hyannis Massachusetts Not to Scale © 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS SITE We s t M a i n S t r e e t Pine Street Barnstable High School Pleasant Park Avenue45 % 10% 45 % \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\Graphics\FIGURES\Locus.dwg Figure 5 Trip Distribution 751 West Main Street Hyannis, Massachusetts Site Trip Distribution 0 75 150 Feet XX% Neg = Negligible Weekday Morning Peak Hour Neg = Negligible Weekday Evening Peak Hour1 (6) (1) 2 West Main School Driveway[4] (5)[4] (6)[-4] (1) 2 [-1] 1 [1][1] (1)(1)[-4] [4] 3 (5) [-1] 2 [4]Street DrivewayWest SiteDrivewayEast SiteBarnstable HighPine StreetXX = Entering Traffic (XX) = Exiting Traffic XX = Entering Traffic (XX) = Exiting Traffic [XX] = Pass-By Traffic [XX] = Pass-By Traffic 1 (2) 2 West Main School Driveway[2] (2)[2] (2)[-2] 2 1 [1][-3] [3] 2 (2) 2 [2]Street DrivewayWest SiteDrivewayEast SiteBarnstable HighPine Street\\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\Graphics\FIGURES\Networks.dwg Figure 6Site-Generated Trips 751 West Main Street Hyannis, Massachusetts Not to Scale Neg = Negligible Weekday Morning Peak Hour Neg = Negligible Weekday Evening Peak Hour105115negneg510 580 10 neg 370 90West Main School Driveway2535580 5 365 5 1010575 40 365 25 Street DrivewayWest SiteDrivewayEast SiteBarnstable HighPine Street10neg175negneg5neg 560 5 neg 565 180West Main School Driveway510555 neg 580 neg neg5550 10 575 10 Street DrivewayWest SiteDrivewayEast SiteBarnstable HighPine Street\\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\Graphics\FIGURES\Networks.dwg Figure 72028 Build &onditions 751 West Main Street Hyannis Massachusetts Not to Scale 751 West Main Street Traffic Impact and Access Study Attachments Site Plan holmes and mcgrath, inc.civil engineers and land surveyors205 worcester court suite a4 falmouth, ma 02540508-548-3564 www.holmesandmcgrath.com 751 West Main Street Traffic Impact and Access Study Attachments Traffic Count Data City, State: Client: Site Code: Start Time: 15 min 60 min 15 min 60 min Start Time: 15 min 60 min 15 min 60 min Start Time: 15 min 60 min 15 min 60 min 12:00 AM 8 12:00 PM 111 12:00 AM 5 12:00 PM 114 12:00 AM 13 12:00 PM 225 12:15 AM 8 12:15 PM 106 12:15 AM 3 12:15 PM 144 12:15 AM 11 12:15 PM 250 12:30 AM 4 12:30 PM 89 12:30 AM 3 12:30 PM 93 12:30 AM 7 12:30 PM 182 12:45 AM 3 23 12:45 PM 107 413 12:45 AM 2 13 12:45 PM 144 495 12:45 AM 5 36 12:45 PM 251 908 1:00 AM 3 1:00 PM 113 1:00 AM 3 1:00 PM 117 1:00 AM 6 1:00 PM 230 1:15 AM 3 1:15 PM 84 1:15 AM 2 1:15 PM 125 1:15 AM 5 1:15 PM 209 1:30 AM 2 1:30 PM 92 1:30 AM 1 1:30 PM 125 1:30 AM 3 1:30 PM 217 1:45 AM 4 12 1:45 PM 85 374 1:45 AM 1 7 1:45 PM 112 479 1:45 AM 5 19 1:45 PM 197 853 2:00 AM 1 2:00 PM 105 2:00 AM 0 2:00 PM 118 2:00 AM 1 2:00 PM 223 2:15 AM 1 2:15 PM 122 2:15 AM 1 2:15 PM 116 2:15 AM 2 2:15 PM 238 2:30 AM 1 2:30 PM 117 2:30 AM 2 2:30 PM 113 2:30 AM 3 2:30 PM 230 2:45 AM 3 6 2:45 PM 125 469 2:45 AM 0 3 2:45 PM 123 470 2:45 AM 3 9 2:45 PM 248 939 3:00 AM 1 3:00 PM 114 3:00 AM 0 3:00 PM 138 3:00 AM 1 3:00 PM 252 3:15 AM 1 3:15 PM 122 3:15 AM 4 3:15 PM 130 3:15 AM 5 3:15 PM 252 3:30 AM 0 3:30 PM 148 3:30 AM 3 3:30 PM 129 3:30 AM 3 3:30 PM 277 3:45 AM 1 3 3:45 PM 147 531 3:45 AM 2 9 3:45 PM 128 525 3:45 AM 3 12 3:45 PM 275 1056 4:00 AM 3 4:00 PM 146 4:00 AM 8 4:00 PM 123 4:00 AM 11 4:00 PM 269 4:15 AM 3 4:15 PM 107 4:15 AM 14 4:15 PM 117 4:15 AM 17 4:15 PM 224 4:30 AM 3 4:30 PM 113 4:30 AM 11 4:30 PM 108 4:30 AM 14 4:30 PM 221 4:45 AM 5 14 4:45 PM 127 493 4:45 AM 10 43 4:45 PM 135 483 4:45 AM 15 57 4:45 PM 262 976 5:00 AM 7 5:00 PM 143 5:00 AM 9 5:00 PM 127 5:00 AM 16 5:00 PM 270 5:15 AM 14 5:15 PM 127 5:15 AM 17 5:15 PM 115 5:15 AM 31 5:15 PM 242 5:30 AM 12 5:30 PM 100 5:30 AM 31 5:30 PM 113 5:30 AM 43 5:30 PM 213 5:45 AM 20 53 5:45 PM 100 470 5:45 AM 34 91 5:45 PM 117 472 5:45 AM 54 144 5:45 PM 217 942 6:00 AM 21 6:00 PM 92 6:00 AM 35 6:00 PM 97 6:00 AM 56 6:00 PM 189 6:15 AM 31 6:15 PM 94 6:15 AM 61 6:15 PM 85 6:15 AM 92 6:15 PM 179 6:30 AM 47 6:30 PM 97 6:30 AM 67 6:30 PM 97 6:30 AM 114 6:30 PM 194 6:45 AM 64 163 6:45 PM 74 357 6:45 AM 91 254 6:45 PM 69 348 6:45 AM 155 417 6:45 PM 143 705 7:00 AM 63 7:00 PM 81 7:00 AM 64 7:00 PM 60 7:00 AM 127 7:00 PM 141 7:15 AM 81 7:15 PM 73 7:15 AM 109 7:15 PM 76 7:15 AM 190 7:15 PM 149 7:30 AM 90 7:30 PM 81 7:30 AM 129 7:30 PM 59 7:30 AM 219 7:30 PM 140 7:45 AM 73 307 7:45 PM 76 311 7:45 AM 181 483 7:45 PM 62 257 7:45 AM 254 790 7:45 PM 138 568 8:00 AM 70 8:00 PM 75 8:00 AM 118 8:00 PM 56 8:00 AM 188 8:00 PM 131 8:15 AM 80 8:15 PM 61 8:15 AM 125 8:15 PM 44 8:15 AM 205 8:15 PM 105 8:30 AM 83 8:30 PM 46 8:30 AM 113 8:30 PM 27 8:30 AM 196 8:30 PM 73 8:45 AM 72 305 8:45 PM 56 238 8:45 AM 111 467 8:45 PM 44 171 8:45 AM 183 772 8:45 PM 100 409 9:00 AM 81 9:00 PM 54 9:00 AM 113 9:00 PM 28 9:00 AM 194 9:00 PM 82 9:15 AM 75 9:15 PM 40 9:15 AM 113 9:15 PM 31 9:15 AM 188 9:15 PM 71 9:30 AM 90 9:30 PM 40 9:30 AM 97 9:30 PM 39 9:30 AM 187 9:30 PM 79 9:45 AM 77 323 9:45 PM 43 177 9:45 AM 128 451 9:45 PM 32 130 9:45 AM 205 774 9:45 PM 75 307 10:00 AM 71 10:00 PM 48 10:00 AM 96 10:00 PM 22 10:00 AM 167 10:00 PM 70 10:15 AM 88 10:15 PM 32 10:15 AM 100 10:15 PM 24 10:15 AM 188 10:15 PM 56 10:30 AM 90 10:30 PM 34 10:30 AM 110 10:30 PM 23 10:30 AM 200 10:30 PM 57 10:45 AM 78 327 10:45 PM 23 137 10:45 AM 124 430 10:45 PM 13 82 10:45 AM 202 757 10:45 PM 36 219 11:00 AM 84 11:00 PM 24 11:00 AM 107 11:00 PM 8 11:00 AM 191 11:00 PM 32 11:15 AM 103 11:15 PM 12 11:15 AM 107 11:15 PM 13 11:15 AM 210 11:15 PM 25 11:30 AM 109 11:30 PM 8 11:30 AM 105 11:30 PM 7 11:30 AM 214 11:30 PM 15 11:45 AM 98 394 11:45 PM 6 50 11:45 AM 143 462 11:45 PM 12 40 11:45 AM 241 856 11:45 PM 18 90 Total Total Total Percent Percent Percent Day Total 5950 Day Total 6665 Day Total 12615 Peak Hour Peak Hour Peak Hour Volume Volume Volume P.H.F.P.H.F.P.H.F. 563 0.951 4020 67.56% 3:15 PM 424 0.955 1930 32.44% 11:30 AM Thursday, September, 03, 2020 79724643 Volume Combined TBA WB EB 2713 3952 West Main Street between Dunkin Donuts and Park Pleasant Avenue Hyannis, MA PDI File #:   207610 ATR‐A Count Date:VHB/ M. Duranleau 36.81%63.19%40.71%59.29% 1073 0.968 553 0.764 3:00 PM 525 0.951 11:30 AM 930 0.930 7:30 AM 3:15 PM PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com West Main Street between Dunkin Donuts and Park Pleasant Avenue City, State: Hyannis, MA Client: VHB/ M. Duranleau Site Code: TBA   Start Time: Cycles Cars and  Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axle  Double 5 Axle Double >6 Axle  Double <6 Axle Multi 6 Axle Multi >6 Axle Multi Total 12:00 AM0136040000000023 1:00 AM0101010000000012 2:00 AM02202000000006 3:00 AM01101000000003 4:00 AM094010000000014 5:00 AM03112091000000053 6:00 AM3953502712000000163 7:00 AM51937003110700000307 8:00 AM42035903320400000305 9:00 AM72106233240320000323 10:00 AM32226123410400000327 11:00 AM52667144120410000394 12:00 PM42838413530210000413 1:00 PM22389513510110000374 2:00 PM63309123320500000469 3:00 PM63859434020100000531 4:00 PM23807403520000000493 5:00 PM53339004010100000470 6:00 PM42546103710000000357 7:00 PM42097022310200000311 8:00 PM01794001900000000238 9:00 PM0132380700000000177 10:00 PM01002301300100000137 11:00 PM0406040000000050 Total 60 4118 1150 18 537 25 2 35 500005950 Percent 1.01% 69.21% 19.33% 0.30% 9.03% 0.42% 0.03% 0.59% 0.08% 0.00% 0.00% 0.00% 0.00% AM Peak 9:00 AM 11:00 AM 11:00 AM 11:00 AM 11:00 AM 9:00 AM 6:00 AM 7:00 AM 9:00 AM     11:00 AM Volume 7 266 71 4 41 42720000394 PM Peak 2:00 PM 3:00 PM 1:00 PM 3:00 PM 3:00 PM 12:00 PM  2:00 PM 12:00 PM     3:00 PM Volume 6 385 95 3 40 30510000531 60 1.0% 5268 88.5%  622 10.5%   PDI File #:   207610 ATR‐A Classification (60‐minute) WB Count Date Thursday, September, 03, 2020 Cycles: Cars and Light Trucks: Heavy Vehicles: PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com West Main Street between Dunkin Donuts and Park Pleasant Avenue City, State: Hyannis, MA Client: VHB/ M. Duranleau Site Code: TBA Start Time: Cycles Cars and  Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axle  Double 5 Axle Double >6 Axle  Double <6 Axle Multi 6 Axle Multi >6 Axle Multi Total 12:00 AM0103000000000013 1:00 AM04300000000007 2:00 AM02000100000003 3:00 AM07200000000009 4:00 AM22250102002000043 5:00 AM055170171010000091 6:00 AM01794902410100000254 7:00 AM233410313510700000483 8:00 AM13447424112200000467 9:00 AM53187833930410000451 10:00 AM23147543210200000430 11:00 AM23038736030220000462 12:00 PM535110103200330000495 1:00 PM333710113520000000479 2:00 PM43319113540400000470 3:00 PM737010004120410000525 4:00 PM234210013430100000483 5:00 PM73467504120100000472 6:00 PM72436603100100000348 7:00 PM11676612000110000257 8:00 PM11332401210000000171 9:00 PM0103190800000000130 10:00 PM06616000000000082 11:00 PM0325030000000040  PM Total 51 4713 1260 17 550 28 2 34 10 00006665 Percent 0.77% 70.71% 18.90% 0.26% 8.25% 0.42% 0.03% 0.51% 0.15% 0.00% 0.00% 0.00% 0.00% AM Peak 9:00 AM 8:00 AM 7:00 AM 10:00 AM 11:00 AM 9:00 AM 8:00 AM 7:00 AM 4:00 AM     7:00 AM Volume 5 344 103 4 60 32720000483 PM Peak 3:00 PM 3:00 PM 12:00 PM 1:00 PM 3:00 PM 2:00 PM  2:00 PM 12:00 PM     3:00 PM Volume 7 370 101 1 41 40430000525 51 0.8% 5973 89.6% 641 9.6% PDI File #:   207610 ATR‐A Classification (60‐minute) EB Count Date Thursday, September, 03, 2020 Cycles: Cars and Light Trucks: Heavy Vehicles: PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com West Main Street between Dunkin Donuts and Park Pleasant Avenue City, State: Hyannis, MA Client: VHB/ M. Duranleau Site Code: TBA Start Time: Cycles Cars and  Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axle  Double 5 Axle Double >6 Axle  Double <6 Axle Multi 6 Axle Multi >6 Axle Multi Total 12:00 AM0239040000000036 1:00 AM0144010000000019 2:00 AM04202100000009 3:00 AM083010000000012 4:00 AM23190112002000057 5:00 AM0862902620100000144 6:00 AM32748405122100000417 7:00 AM7527173166201400000790 8:00 AM554713327432600000772 9:00 AM1252814067170730000774 10:00 AM553613666620600000757 11:00 AM7569158710150630000856 12:00 PM963418516730540000908 1:00 PM557519627030110000853 2:00 PM1066118236860900000939 3:00 PM13755194381405100001056 4:00 PM472217416950100000976 5:00 PM1267916508130200000942 6:00 PM1149712706810100000705 7:00 PM537613634310310000568 8:00 PM13126403110000000409 9:00 PM02355701500000000307 10:00 PM01663901300100000219 11:00 PM07211070000000090  PM Total 111 8831 2410 35 1087 53 4 69 15 000012615 Percent 0.88% 70.00% 19.10% 0.28% 8.62% 0.42% 0.03% 0.55% 0.12% 0.00% 0.00% 0.00% 0.00% AM Peak 9:00 AM 11:00 AM 7:00 AM 11:00 AM 11:00 AM 9:00 AM 6:00 AM 7:00 AM 9:00 AM     11:00 AM Volume 12 569 173 7 101 7 2 14 30000856 PM Peak 3:00 PM 3:00 PM 1:00 PM 2:00 PM 3:00 PM 2:00 PM  2:00 PM 12:00 PM     3:00 PM Volume 13 755 196 3 81 609400001056 111 0.9% 11241 89.1% 1263 10.0% Cycles: Cars and Light Trucks: Heavy Vehicles: PDI File #:   207610 ATR‐A Classification (60‐minute) Combined Count Date Thursday, September, 03, 2020 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com West Main Street between Dunkin Donuts and Park Pleasant Avenue City, State: Hyannis, MA Client: VHB/ M. Duranleau   Site Code: TBA   Start Time: 1 to 14 15 to 19 20 to 24 25 to 29 30 to 34 35 to 39 40 to 44 45 to 49 50 to 54 55 to 59 60 to 64 65 to 69 70+ Total 85th %ile Ave Speed 12:00 AM00011992100002344.0 39.9 1:00 AM00002541000001242.4 38.9 2:00 AM0000123000000640.5 37.8 3:00 AM0000020100000342.9 40.0 4:00 AM00012540200001442.4 39.3 5:00 AM0213621145010005344.0 37.6 6:00 AM271011455224102000016341.0 34.3 7:00 AM2162430771074371000030740.0 33.4 8:00 AM28946111834060000030539.4 33.4 9:00 AM21117321101133431000032339.0 33.4 10:00 AM0621311141243100000032738.0 33.4 11:00 AM21121731621041920000039437.0 31.9 12:00 PM2816541411493292000041338.0 33.5 1:00 PM044231151635780000037440.0 35.4 2:00 PM2514421751794390000046939.0 34.1 3:00 PM0228842001654381000053138.0 33.2 4:00 PM0113331712016590000049339.2 35.0 5:00 PM0572711621982131000047040.0 35.9 6:00 PM034338515854182000035740.0 35.9 7:00 PM001228413356122100031141.0 36.4 8:00 PM00411639349180000023842.0 36.7 9:00 PM0015317256120000017743.0 38.2 10:00 PM0113166238142000013744.0 38.8 11:00 PM00014151710300005046.0 40.9 Total 14 90 196 566 1832 2236 817 177 20 20005950 40.0 34.7 Percent 0.24% 1.51% 3.29% 9.51% 30.79% 37.58% 13.73% 2.97% 0.34% 0.03% 0.00% 0.00% 0.00% AM Peak 6:00 AM 7:00 AM 7:00 AM 11:00 AM 11:00 AM 10:00 AM 7:00 AM 6:00 AM 4:00 AM 5:00 AM    11:00 AM Volume 2 16 24 73 162 124 43 10 21000394   PM Peak 12:00 PM 12:00 PM 3:00 PM 3:00 PM 3:00 PM 5:00 PM 5:00 PM 6:00 PM 11:00 PM 7:00 PM    3:00 PM Volume 2 8 28 84 200 219 82 18 31000531 15th Percentile: 30.0 MPH Average Speed: 34.7 MPH Posted Speed Limit:30 MPH 50th Percentile: 35.0 MPH 10 MPH Pace: 31 to 40 MPH Number of Vehicles > 30 MPH: 4862 85th Percentile: 40.0 MPH Number in Pace: 4132 Percent of Vehicles >  30 MPH: 81.7% 95th Percentile: 43.0 MPH Percent in Pace: 69.4% WB Speed (60‐minute) PDI File #:   207610 ATR‐A Thursday, September, 03, 2020 Count Date PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com West Main Street between Dunkin Donuts and Park Pleasant Avenue City, State: Client: VHB/ M. Duranleau   Site Code: TBA   Start Time: 1 to 14 15 to 19 20 to 24 25 to 29 30 to 34 35 to 39 40 to 44 45 to 49 50 to 54 55 to 59 60 to 64 65 to 69 70+ Total 85th %ile Ave Speed 12:00 AM00012451000001343.2 38.5 1:00 AM0000142000000742.0 37.6 2:00 AM0000011100000344.9 42.0 3:00 AM0000215100000941.8 39.4 4:00 AM0020912115400004346.0 39.0 5:00 AM154311242710330009145.0 37.5 6:00 AM351374510458163000025441.1 36.3 7:00 AM43417591142044641000048338.7 33.0 8:00 AM22622411321815670000046739.0 33.5 9:00 AM22219381181964663100045139.0 33.9 10:00 AM21213261501863551000043038.0 34.1 11:00 AM42424591501692930000046238.0 32.5 12:00 PM2617641901664910000049538.0 33.4 1:00 PM0612191592215840000047939.0 34.9 2:00 PM0710231372077591100047040.0 35.4 3:00 PM3312702071655780000052539.0 33.7 4:00 PM04123014520277130000048340.0 35.4 5:00 PM227131112626591000047240.0 36.1 6:00 PM117231061515450000034840.0 35.4 7:00 PM00118511284982000025741.0 36.5 8:00 PM0051338704032000017141.0 36.2 9:00 PM001218683371000013042.0 37.9 10:00 PM00111036285100008242.0 38.4 11:00 PM000051793510004046.6 40.6 Total 26 157 199 510 1911 2779 915 134 28 60006665 40.0 34.7 Percent 0.39% 2.36% 2.99% 7.65% 28.67% 41.70% 13.73% 2.01% 0.42% 0.09% 0.00% 0.00% 0.00% AM Peak 7:00 AM 7:00 AM 11:00 AM 7:00 AM 10:00 AM 7:00 AM 6:00 AM 6:00 AM 4:00 AM 5:00 AM    7:00 AM Volume 4 34 24 59 150 204 58 16 43000483 PM Peak 3:00 PM 2:00 PM 12:00 PM 3:00 PM 3:00 PM 5:00 PM 4:00 PM 4:00 PM 11:00 PM 2:00 PM    3:00 PM Volume 3 7 17 70 207 262 77 13 51000525 15th Percentile: 30.0 MPH Average Speed: 34.7 MPH Posted Speed Limit:30 MPH 50th Percentile: 35.0 MPH 10 MPH Pace: 31 to 40 MPH Number of Vehicles > 30 MPH: 5538 85th Percentile: 40.0 MPH Number in Pace: 4774 Percent of Vehicles >  30 MPH: 83.1% 95th Percentile: 43.0 MPH Percent in Pace: 71.6% EB Hyannis, MA PDI File #:   207610 ATR‐A Count Date Thursday, September, 03, 2020 Speed (60‐minute) PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com West Main Street between Dunkin Donuts and Park Pleasant Avenue City, State:  Client: VHB/ M. Duranleau   Site Code: TBA     Start Time: 1 to 14 15 to 19 20 to 24 25 to 29 30 to 34 35 to 39 40 to 44 45 to 49 50 to 54 55 to 59 60 to 64 65 to 69 70+ Total 85th %ile Ave Speed 12:00 AM0002313143100003644.0 39.4 1:00 AM00003961000001942.0 38.4 2:00 AM0000134100000941.6 39.2 3:00 AM00002352000001243.1 39.6 4:00 AM00211117155600005746.0 39.1 5:00 AM1756174541153400014444.6 37.5 6:00 AM51223189015682265000041741.0 35.5 7:00 AM650418919131189112000079039.0 33.2 8:00 AM434318724326496130000077239.0 33.5 9:00 AM43336702283098094100077439.0 33.7 10:00 AM21834572643106651000075738.0 33.8 11:00 AM635451323122734850000085637.0 32.2 12:00 PM4143311833131581102000090838.0 33.5 1:00 PM0101642274384115120000085339.0 35.1 2:00 PM2122465312386118181100093939.0 34.7 3:00 PM354015440733010016100001056 38.0 33.4 4:00 PM052563316403142220000097640.0 35.2 5:00 PM271440227481147222000094240.0 36.0 6:00 PM141156191309108232000070540.0 35.6 7:00 PM00240135261105204100056841.0 36.4 8:00 PM0092410116389212000040941.8 36.5 9:00 PM00274914089191000030742.0 38.1 10:00 PM0124269866193000021943.0 38.6 11:00 PM00019322613810009046.0 40.7 Total 40 247 395 1076 3743 5015 1732 311 48 800012615 40.0 34.7 Percent 0.32% 1.96% 3.13% 8.53% 29.67% 39.75% 13.73% 2.47% 0.38% 0.06% 0.00% 0.00% 0.00%  AM Peak 7:00 AM 7:00 AM 11:00 AM 11:00 AM 11:00 AM 7:00 AM 8:00 AM 6:00 AM 4:00 AM 5:00 AM    11:00 AM   Volume 6 50 45 132 312 311 96 26 64000856 PM Peak 12:00 PM 12:00 PM 3:00 PM 3:00 PM 3:00 PM 5:00 PM 5:00 PM 6:00 PM 11:00 PM 2:00 PM    3:00 PM Volume 4 14 40 154 407 481 147 23 810001056 15th Percentile: 30.0 MPH Average Speed: 34.7 MPH Posted Speed Limit:30 MPH 50th Percentile: 35.0 MPH 10 MPH Pace: 31 to 40 MPH Number of Vehicles > 30 MPH: 10400 85th Percentile: 40.0 MPH Number in Pace: 8906 Percent of Vehicles >  30 MPH: 82.4% 95th Percentile: 43.0 MPH Percent in Pace: 70.6% Combined WB and EB PDI File #:   207610 ATR‐A Hyannis, MA Count Date Thursday, September, 03, 2020 Speed (60‐minute) PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 5550602709562067136 815086820109990108204 8520878601461260132233 72407673010101680178264 293 16 0 309 25 18 0 43 30 455 0 485 837 642066540991090118193 7540794701131210124214 831084810971070114207 710071100151060111183 293 7 0 300 18 12 0 30 24 443 0 467 797 586 23 0 609 43 30 0 73 54 898 0 952 1634 96.2 3.8 0.0 58.9 41.1 0.0 5.7 94.3 0.0 35.9 1.4 0.0 37.3 2.6 1.8 0.0 4.5 3.3 55.0 0.0 58.3 941 77 616 1634 553 22 0 575 42 30 0 72 52 873 0 925 1572 94.4 95.7 0.0 94.4 97.7 100.0 0.0 98.6 96.3 97.2 0.0 97.2 96.2 915 74 583 1572 331034100122502762 5.6 4.3 0.0 5.6 2.3 0.0 0.0 1.4 3.7 2.8 0.0 2.8 3.8 26 3 33 62 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 8520878601461260132233 72407673010101680178264 642066540991090118193 7540794701131210124214 296 12 0 308 24 20 0 44 28 524 0 552 904 96.1 3.9 0.0 54.5 45.5 0.0 5.1 94.9 0.0 0.871 0.750 0.000 0.885 0.750 0.714 0.000 0.786 0.700 0.780 0.000 0.775 0.856 278 12 0 290 23 20 0 43 27 511 0 538 871 93.9 100.0 0.0 94.2 95.8 100.0 0.0 97.7 96.4 97.5 0.0 97.5 96.3 180018100111301433 6.1 0.0 0.0 5.8 4.2 0.0 0.0 2.3 3.6 2.5 0.0 2.5 3.7 278 12 0 290 23 20 0 43 27 511 0 538 871 180018100111301433 296 12 0 308 24 20 0 44 28 524 0 552 904 534 39 298 871 14 1 18 33 548 40 316 904    Cars and Heavy Vehicles (Combined) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Class: 207610 A  S: Dunkin Donuts West Driveway   E: West Main Street W: West Main Street   Hyannis, MA VHB/ M. Duranleau TBA Thursday, September 3, 2020 7:00 AM 9:00 AM Exiting Leg Total % Heavy Vehicles Peak Hour Analysis from 07:00 AM to 09:00 AM begins at:      Exiting Leg Total Total % Total Total Cars Cars % Heavy Vehicles 7:00 AM 7:15 AM 7:30 AM Total 8:15 AM 8:30 AM Heavy Enter Leg Total Entering Leg Cars Exiting Leg Heavy Exiting Leg Total Exiting Leg Heavy Vehicles Exiting Leg Total % Cars Cars Dunkin Donuts West Driveway % Approach Total PHF Cars Enter Leg 8:00 AM 8:15 AM Heavy Vehicles %  Total Volume 7:30 AM 7:45 AM     West Main Street 8:00 AM from East from West from South West Main Street7:30 AM 8:45 AM Total Approach % Grand Total West Main StreetDunkin Donuts West DrivewayWest Main Street 7:45 AM  from East  from South from West Page 1 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 5250572709460064130 775082820109940103195 8320858601461220128227 67407173010101650175256 279 16 0 295 25 18 0 43 29 441 0 470 808 592061440881060114183 6940734701131180121205 790079810971040111199 670067100151040109177 274 6 0 280 17 12 0 29 23 432 0 455 764 553 22 0 575 42 30 0 72 52 873 0 925 1572 96.2 3.8 0.0 58.3 41.7 0.0 5.6 94.4 0.0 35.2 1.4 0.0 36.6 2.7 1.9 0.0 4.6 3.3 55.5 0.0 58.8 915 74 583 1572 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 8320858601461220128227 67407173010101650175256 592061440881060114183 6940734701131180121205 278 12 0 290 23 20 0 43 27 511 0 538 871 95.9 4.1 0.0 53.5 46.5 0.0 5.0 95.0 0.0 0.837 0.750 0.000 0.853 0.719 0.714 0.000 0.768 0.675 0.774 0.000 0.769 0.851 278 12 0 290 23 20 0 43 27 511 0 538 871 534 39 298 871 824 82 836 1742 from East  from South from West Peak Hour Analysis from 07:00 AM to 09:00 AM begins at:  8:15 AM 8:30 AM 8:45 AM Total   7:30 AM 7:45 AM 8:00 AM from East  from South from West West Main Street Dunkin Donuts West Driveway West Main Street 8:00 AM 207610 A  S: Dunkin Donuts West Driveway   E: West Main Street W: West Main Street   Hyannis, MA VHB/ M. Duranleau TBA Thursday, September 3, 2020 7:00 AM 9:00 AM West Main StreetDunkin Donuts West Driveway Cars PDI File #: Location: Location: City, State: West Main Street Client: Site Code: Count Date: Start Time: End Time: Class:   7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Grand Total Approach % Total % Exiting Leg Total 7:30 AM % Approach Total Total Total 8:15 AM Entering Leg Exiting Leg Total PHF Total Volume Page 2 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 3003000012036 4004000005059 2002000004046 5005000003038 140014000011401529 50051001130410 6006000003039 4105000003038 4004000002026 191020100111101233 331034100122502762 97.1 2.9 0.0 100.0 0.0 0.0 7.4 92.6 0.0 53.2 1.6 0.0 54.8 1.6 0.0 0.0 1.6 3.2 40.3 0.0 43.5 26 3 33 62 4105100102028 12.1 100.0 0.0 14.7 100.0 0.0 0.0 100.0 0.0 8.0 0.0 7.4 12.9 3148 210021000021501738 63.6 0.0 0.0 61.8 0.0 0.0 0.0 0.0 100.0 60.0 0.0 63.0 61.3 15 2 21 38 80080000080816 24.2 0.0 0.0 23.5 0.0 0.0 0.0 0.0 0.0 32.0 0.0 29.6 25.8 80816 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 5005000003038 50051001130410 6006000003039 4105000003038 201021100111201335 95.2 4.8 0.0 100.0 0.0 0.0 7.7 92.3 0.0 0.833 0.250 0.000 0.875 0.250 0.000 0.000 0.250 0.250 1.000 0.000 0.813 0.875 1102100101014 5.0 100.0 0.0 9.5 100.0 0.0 0.0 100.0 0.0 8.3 0.0 7.7 11.4 15001500001901025 75.0 0.0 0.0 71.4 0.0 0.0 0.0 0.0 100.0 75.0 0.0 76.9 71.4 4004000002026 20.0 0.0 0.0 19.0 0.0 0.0 0.0 0.0 0.0 16.7 0.0 15.4 17.1 1102100101014 15001500001901025 4004000002026 201021100111201335 2114 9 1 15 25 2046 13 2 20 35    Total PDI File #:207610 A Location: S: Dunkin Donuts West Driveway   Location:E: West Main Street W: West Main Street    West Main Street Class:Heavy Vehicles‐Combined (Buses, Single‐Unit Trucks, Articulated Trucks) Count Date:Thursday, September 3, 2020 Start Time: West Main Street from East  from South from West Dunkin Donuts West Driveway   7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ M. Duranleau Site Code:TBA 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 7:00 AM 7:15 AM 7:30 AM 8:45 AM Total Grand Total Approach % Total % % Single‐Unit Exiting Leg Total Articulated Trucks % Articulated Exiting Leg Total Exiting Leg Total Buses % Buses Exiting Leg Total Single‐Unit Trucks 7:45 AM West Main Street Dunkin Donuts West Driveway West Main Street Peak Hour Analysis from 07:00 AM to 09:00 AM begins at:  Total 7:45 AM  from East  from South 8:00 AM 8:15 AM 8:30 AM Total Volume % Approach Total PHF from West Articulated %  Buses Single‐Unit Trucks Articulated Trucks Total Entering Leg   Buses Buses % Single‐Unit Trucks Single‐Unit % Articulated Trucks Buses Single‐Unit Trucks Articulated Trucks Total Exiting Leg Page 3 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 0000000000000 0000000000000 1001000000001 0000000000000 1001000000001 0000100100001 0000000001011 1102000000002 2002000001013 3104100102027 4105100102028 80.0 20.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 50.0 12.5 0.0 62.5 12.5 0.0 0.0 12.5 0.0 25.0 0.0 25.0 3148 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 0000100100001 0000000001011 1102000000002 2002000001013 3104100102027 75.0 25.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.375 0.250 0.000 0.500 0.250 0.000 0.000 0.250 0.000 0.500 0.000 0.500 0.583 3104100102027 3137 72514  from East  from South from West PHF Entering Leg Exiting Leg Total 8:00 AM 8:15 AM 8:30 AM 8:45 AM Total Volume % Approach Total  from South from West Total  Dunkin Donuts West Driveway West Main Street from East Exiting Leg Total 8:00 AM West Main Street Grand Total Approach % Total % Peak Hour Analysis from 07:00 AM to 09:00 AM begins at:  8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 7:00 AM 7:15 AM 7:30 AM Total Class:Buses  West Main Street Dunkin Donuts West Driveway West Main Street End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ M. Duranleau Site Code:TBA PDI File #:207610 A Location: S: Dunkin Donuts West Driveway   Location:E: West Main Street W: West Main Street   Count Date:Thursday, September 3, 2020 Start Time:7:00 AM Page 4 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 3003000012036 2002000003035 1001000000001 4004000003037 1000100000180919 4004000012037 5005000001016 2002000003035 0000000001011 1100110000170819 210021000021501738 100.0 0.0 0.0 0.0 0.0 0.0 11.8 88.2 0.0 55.3 0.0 0.0 55.3 0.0 0.0 0.0 0.0 5.3 39.5 0.0 44.7 15 2 21 38 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 4004000003037 4004000012037 5005000001016 2002000003035 15001500001901025 100.0 0.0 0.0 0.0 0.0 0.0 10.0 90.0 0.0 0.750 0.000 0.000 0.750 0.000 0.000 0.000 0.000 0.250 0.750 0.000 0.833 0.893 15001500001901025 9 1 15 25 24 1 25 50  from East  from South from West PDI File #:207610 A Location: S: Dunkin Donuts West Driveway   Location:E: West Main Street W: West Main Street   Peak Hour Analysis from 07:00 AM to 09:00 AM begins at:  Count Date:Thursday, September 3, 2020 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ M. Duranleau Site Code:TBA Class:Single‐Unit Trucks  West Main Street Dunkin Donuts West Driveway West Main Street Total 7:00 AM 7:15 AM 7:30 AM 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM Exiting Leg Total 7:45 AM West Main Street Grand Total Approach % Total %  from South from West Total  Dunkin Donuts West Driveway West Main Street from East PHF Entering Leg Exiting Leg Total 7:45 AM 8:00 AM 8:15 AM 8:30 AM Total Volume % Approach Total Page 5 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 0000000000000 2002000002024 0000000004044 1001000000001 3003000006069 1001000001012 1001000001012 1001000000001 2002000000002 5005000002027 80080000080816 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 50.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 50.0 0.0 50.0 80816 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 2002000002024 0000000004044 1001000000001 1001000001012 40040000070711 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.500 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.438 0.000 0.438 0.688 40040000070711 70411 11 0 11 22  from East  from South from West PDI File #:207610 A Location: S: Dunkin Donuts West Driveway   Location:E: West Main Street W: West Main Street   Peak Hour Analysis from 07:00 AM to 09:00 AM begins at:  Count Date:Thursday, September 3, 2020 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ M. Duranleau Site Code:TBA Class:Articulated Trucks  West Main Street Dunkin Donuts West Driveway West Main Street Total 7:00 AM 7:15 AM 7:30 AM 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM Exiting Leg Total 7:15 AM West Main Street Grand Total Approach % Total %  from South from West Total  Dunkin Donuts West Driveway West Main Street from East PHF Entering Leg Exiting Leg Total 7:15 AM 7:30 AM 7:45 AM 8:00 AM Total Volume % Approach Total Page 6 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com   Thru Left U‐Turn CW‐SB CW‐NB Total Right Left U‐Turn CW‐WB CW‐EB Total Right Thru U‐Turn CW‐NB CW‐SB Total 0000000000000100011 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000100011 0000000000000000000 0000000000000100011 0000000000000000000 0000000000000000000 0000000000000100011 0000000000000200022 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 2002 Thru Left U‐Turn CW‐SB CW‐NB Total Right Left U‐Turn CW‐WB CW‐EB Total Right Thru U‐Turn CW‐NB CW‐SB Total 0000000000000100011 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000100011 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.250 0.250 0000000000000100011 1001 1012 from East from South from West     Class: 207610 A  S: Dunkin Donuts West Driveway   E: West Main Street W: West Main Street   Hyannis, MA VHB/ M. Duranleau TBA Thursday, September 3, 2020 7:00 AM 9:00 AM Bicycles (on Roadway and Crosswalks) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Entering Leg Exiting Leg Total 7:30 AM 7:45 AM Total Volume % Approach Total PHF from West Total  7:00 AM 7:15 AM from East from South 7:00 AM West Main Street Dunkin Donuts West Driveway Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 07:00 AM to 09:00 AM begins at:  8:15 AM 8:30 AM 8:45 AM Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total 8:00 AM West Main Street Dunkin Donuts West Driveway Total West Main Street West Main Street Page 7 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn CW‐SB CW‐NB Total Right Left U‐Turn CW‐WB CW‐EB Total Right Thru U‐Turn CW‐NB CW‐SB Total 0000000000000000000 0000000000000000000 0000000000000000000 0000000000110000001 0000000000110000001 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000110000001 00000 0000100 00000 0000000000100100000000 0101 Thru Left U‐Turn CW‐SB CW‐NB Total Right Left U‐Turn CW‐WB CW‐EB Total Right Thru U‐Turn CW‐NB CW‐SB Total 0000000000000000000 0000000000000000000 0000000000000000000 0000000000110000001 0000000000110000001 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0000000000110000001 0101 0202 from South from West Peak Hour Analysis from 07:00 AM to 09:00 AM begins at:  7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 8:45 AM Total Count Date: Start Time: End Time: Class: 207610 A  S: Dunkin Donuts West Driveway   E: West Main Street W: West Main Street   Hyannis, MA VHB/ M. Duranleau TBA Thursday, September 3, 2020 7:00 AM 9:00 AM Pedestrians PDI File #: Location: Location: City, State: Client: Site Code: West Main Street Dunkin Donuts West Driveway Total West Main Street  from East 7:00 AM 7:15 AM 7:30 AM Grand Total Approach % Total % Exiting Leg Total West Main Street from East from South 7:00 AM West Main Street Dunkin Donuts West Driveway 7:30 AM 7:45 AM Total Volume % Approach Total PHF from West Total  7:00 AM 7:15 AM Entering Leg Exiting Leg Total Page 8 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 14500145200211230124271 10810109100111190120230 11120113120301100110226 12910130010111360137268 49340497430734880491995 14300143110221260128273 12900129100101150115245 10100101000001130113214 10000100000001180118218 47300473210324720474950 9664097064010596009651945 99.6 0.4 0.0 60.0 40.0 0.0 0.5 99.5 0.0 49.7 0.2 0.0 49.9 0.3 0.2 0.0 0.5 0.3 49.4 0.0 49.6 966 9 970 1945 9594096364010594309481921 99.3 100.0 0.0 99.3 100.0 100.0 0.0 100.0 100.0 98.2 0.0 98.2 98.8 949 9 963 1921 7007000001701724 0.7 0.0 0.0 0.7 0.0 0.0 0.0 0.0 0.0 1.8 0.0 1.8 1.2 170724 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 11120113120301100110226 12910130010111360137268 14300143110221260128273 12900129100101150115245 512305153407348704901012 99.4 0.6 0.0 42.9 57.1 0.0 0.6 99.4 0.0 0.895 0.375 0.000 0.900 0.750 0.500 0.000 0.583 0.375 0.895 0.000 0.894 0.927 510305133407347804811001 99.6 100.0 0.0 99.6 100.0 100.0 0.0 100.0 100.0 98.2 0.0 98.2 98.9 20020000090911 0.4 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 1.8 0.0 1.8 1.1 510305133407347804811001 20020000090911 512305153407348704901012 481 6 514 1001 90211 490 6 516 1012 Heavy Enter Leg Heavy Exiting Leg   Peak Hour Analysis from 04:00 PM to 06:00 PM begins at:  Cars and Heavy Vehicles (Combined) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Class: 207610 AA  S: Dunkin Donuts West Driveway   E: West Main Street W: West Main Street   Hyannis, MA VHB/ M. Duranleau TBA Thursday, September 3, 2020 4:00 PM 6:00 PM 5:45 PM Total Exiting Leg Total % Heavy Vehicles     Exiting Leg Total Total %  from East West Main Street Dunkin Donuts West Driveway  from South from West Total Total Exiting Leg 4:30 PM 4:45 PM 5:00 PM 5:15 PM Total Volume % Approach Total PHF Cars Cars % Heavy Vehicles Heavy Vehicles %  Cars Enter Leg Total Entering Leg Cars Exiting Leg 4:30 PM West Main Street Total 4:30 PM 4:45 PM Total 4:00 PM 5:15 PM 5:30 PM Heavy Vehicles Exiting Leg Total % Cars Cars 4:15 PM 5:00 PM Approach % Grand Total West Main StreetDunkin Donuts West DrivewayWest Main Street  from East  from South from West Page 1 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 14300143200211190120265 10610107100111180119227 11120113120301060106222 12910130010111350136267 48940493430734780481981 14300143110221230125270 12700127100101140114242 10100101000001110111212 990099000001170117216 47000470210324650467940 9594096364010594309481921 99.6 0.4 0.0 60.0 40.0 0.0 0.5 99.5 0.0 49.9 0.2 0.0 50.1 0.3 0.2 0.0 0.5 0.3 49.1 0.0 49.3 949 9 963 1921 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 11120113120301060106222 12910130010111350136267 14300143110221230125270 12700127100101140114242 510305133407347804811001 99.4 0.6 0.0 42.9 57.1 0.0 0.6 99.4 0.0 0.892 0.375 0.000 0.897 0.750 0.500 0.000 0.583 0.375 0.885 0.000 0.884 0.927 510305133407347804811001 481 6 514 1001 994 13 995 2002 from East  from South from West Peak Hour Analysis from 04:00 PM to 06:00 PM begins at:  Entering Leg Exiting Leg Total   4:30 PM 4:45 PM 5:00 PM 5:15 PM Total Volume % Approach Total PHF Dunkin Donuts West Driveway West Main Street from East  from South from West 4:30 PM West Main Street 207610 AA  S: Dunkin Donuts West Driveway   E: West Main Street W: West Main Street   Hyannis, MA VHB/ M. Duranleau TBA Thursday, September 3, 2020 4:00 PM 6:00 PM West Main StreetDunkin Donuts West Driveway Cars PDI File #: Location: Location: City, State: West Main Street Client: Site Code: Count Date: Start Time: End Time: Class:   4:00 PM 4:15 PM 4:30 PM 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Total Grand Total Approach % Total % Exiting Leg Total Total Total Page 2 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 2002000004046 2002000001013 0000000004044 0000000001011 4004000001001014 0000000003033 2002000001013 0000000002022 1001000001012 30030000070710 7007000001701724 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 29.2 0.0 0.0 29.2 0.0 0.0 0.0 0.0 0.0 70.8 0.0 70.8 170724 1001000002023 14.3 0.0 0.0 14.3 0.0 0.0 0.0 0.0 0.0 11.8 0.0 11.8 12.5 2013 5005000001401419 71.4 0.0 0.0 71.4 0.0 0.0 0.0 0.0 0.0 82.4 0.0 82.4 79.2 140519 1001000001012 14.3 0.0 0.0 14.3 0.0 0.0 0.0 0.0 0.0 5.9 0.0 5.9 8.3 1012 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 2002000004046 2002000001013 0000000004044 0000000001011 4004000001001014 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.500 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.625 0.000 0.625 0.583 1001000001012 25.0 0.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 10.0 0.0 10.0 14.3 20020000090911 50.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 90.0 0.0 90.0 78.6 1001000000001 25.0 0.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.1 1001000001012 20020000090911 1001000000001 4004000001001014 1012 90211 0011 100414 Total PDI File #:207610 AA Location: S: Dunkin Donuts West Driveway   Location:E: West Main Street W: West Main Street    West Main Street Class:Heavy Vehicles‐Combined (Buses, Single‐Unit Trucks, Articulated Trucks) Count Date:Thursday, September 3, 2020 Start Time: West Main Street from East  from South from West Dunkin Donuts West Driveway   4:00 PM End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ M. Duranleau Site Code:TBA 4:00 PM 4:15 PM 4:30 PM 5:45 PM Total 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM Grand Total Approach % Total % % Single‐Unit Exiting Leg Total Articulated Trucks % Articulated Exiting Leg Total Exiting Leg Total Buses % Buses Exiting Leg Total Single‐Unit Trucks 4:00 PM West Main Street Peak Hour Analysis from 04:00 PM to 06:00 PM begins at:  from West Total 4:00 PM Dunkin Donuts West Driveway West Main Street  from East  from South   Buses Buses % Single‐Unit Trucks Single‐Unit % Articulated Trucks 4:15 PM 4:30 PM 4:45 PM Total Volume % Approach Total PHF Buses Single‐Unit Trucks Articulated Trucks Total Exiting Leg Articulated %  Buses Single‐Unit Trucks Articulated Trucks Total Entering Leg Page 3 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 1001000000001 0000000000000 0000000001011 0000000000000 1001000001012 0000000001011 0000000000000 0000000000000 0000000000000 0000000001011 1001000002023 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 33.3 0.0 0.0 33.3 0.0 0.0 0.0 0.0 0.0 66.7 0.0 66.7 2013 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 1001000000001 0000000000000 0000000001011 0000000000000 1001000001012 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.250 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.500 1001000001012 1012 2024  from East  from South from West Peak Hour Analysis from 04:00 PM to 06:00 PM begins at:  Total Total Volume % Approach Total PHF Entering Leg Exiting Leg Total  4:00 PM 4:15 PM 4:30 PM 4:45 PM from East  from South from West West Main Street Dunkin Donuts West Driveway West Main Street4:00 PM Exiting Leg Total Grand Total Approach % Total % 5:45 PM Total 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 4:00 PM 4:15 PM 4:30 PM Total Class:Buses  West Main Street Dunkin Donuts West Driveway West Main Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ M. Duranleau Site Code:TBA PDI File #:207610 AA Location: S: Dunkin Donuts West Driveway   Location:E: West Main Street W: West Main Street   Count Date:Thursday, September 3, 2020 Start Time:4:00 PM Page 4 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 0000000004044 2002000001013 0000000003033 0000000001011 20020000090911 0000000002022 2002000001013 0000000001011 1001000001012 3003000005058 5005000001401419 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 26.3 0.0 0.0 26.3 0.0 0.0 0.0 0.0 0.0 73.7 0.0 73.7 140519 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 0000000004044 2002000001013 0000000003033 0000000001011 20020000090911 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.250 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.563 0.000 0.563 0.688 20020000090911 90211 11 0 11 22  from East  from South from West Peak Hour Analysis from 04:00 PM to 06:00 PM begins at:  PDI File #:207610 AA Location: S: Dunkin Donuts West Driveway   Location:E: West Main Street W: West Main Street   Count Date:Thursday, September 3, 2020 Start Time:4:00 PM End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ M. Duranleau Site Code:TBA Class:Single‐Unit Trucks  West Main Street Dunkin Donuts West Driveway West Main Street Total 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 4:00 PM 4:15 PM 4:30 PM 5:45 PM Total Exiting Leg Total Grand Total Approach % Total % 4:00 PM from East  from South from West West Main Street Dunkin Donuts West Driveway West Main Street Total Total Volume % Approach Total PHF Entering Leg Exiting Leg Total  4:00 PM 4:15 PM 4:30 PM 4:45 PM Page 5 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 1001000000001 0000000000000 0000000000000 0000000000000 1001000000001 0000000000000 0000000000000 0000000001011 0000000000000 0000000001011 1001000001012 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 50.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 50.0 0.0 50.0 1012 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 1001000000001 0000000000000 0000000000000 0000000000000 1001000000001 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 1001000000001 0011 1012  from East  from South from West Peak Hour Analysis from 04:00 PM to 06:00 PM begins at:  PDI File #:207610 AA Location: S: Dunkin Donuts West Driveway   Location:E: West Main Street W: West Main Street   Count Date:Thursday, September 3, 2020 Start Time:4:00 PM End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ M. Duranleau Site Code:TBA Class:Articulated Trucks  West Main Street Dunkin Donuts West Driveway West Main Street Total 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 4:00 PM 4:15 PM 4:30 PM 5:45 PM Total Exiting Leg Total Grand Total Approach % Total % 4:00 PM from East  from South from West West Main Street Dunkin Donuts West Driveway West Main Street Total Total Volume % Approach Total PHF Entering Leg Exiting Leg Total  4:00 PM 4:15 PM 4:30 PM 4:45 PM Page 6 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com   Thru Left U‐Turn CW‐SB CW‐NB Total Right Left U‐Turn CW‐WB CW‐EB Total Right Thru U‐Turn CW‐NB CW‐SB Total 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0000 Thru Left U‐Turn CW‐SB CW‐NB Total Right Left U‐Turn CW‐WB CW‐EB Total Right Thru U‐Turn CW‐NB CW‐SB Total 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0000000000000000000 0000 0000 from East from South from West Peak Hour Analysis from 04:00 PM to 06:00 PM begins at:      Class: 207610 AA  S: Dunkin Donuts West Driveway   E: West Main Street W: West Main Street   Hyannis, MA VHB/ M. Duranleau TBA Thursday, September 3, 2020 4:00 PM 6:00 PM Bicycles (on Roadway and Crosswalks) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Entering Leg Exiting Leg Total 4:30 PM 4:45 PM Total Volume % Approach Total PHF from West   4:00 PM 4:15 PM Dunkin Donuts West Driveway West Main Street from East from South 4:00 PM West Main Street Grand Total Approach % Total % Exiting Leg Total Total 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM Total West Main Street Dunkin Donuts West Driveway Total West Main Street Page 7 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn CW‐SB CW‐NB Total Right Left U‐Turn CW‐WB CW‐EB Total Right Thru U‐Turn CW‐NB CW‐SB Total 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000110000001 0000000000000000000 0000000002020000002 0000000000000000000 0000000002130000003 0000000002130000003 00000 00066.66733.333 00000 00000000066.66733.333100000000 0303 Thru Left U‐Turn CW‐SB CW‐NB Total Right Left U‐Turn CW‐WB CW‐EB Total Right Thru U‐Turn CW‐NB CW‐SB Total 0000000000000000000 0000000000110000001 0000000000000000000 0000000002020000002 0000000002130000003 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 66.7 33.3 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.250 0.375 0.000 0.000 0.000 0.000 0.000 0.000 0.375 0000000002130000003 0303 0606 from South from West Count Date: Start Time: End Time: Class: 207610 AA  S: Dunkin Donuts West Driveway   E: West Main Street W: West Main Street   Hyannis, MA VHB/ M. Duranleau TBA Thursday, September 3, 2020 4:00 PM 6:00 PM Pedestrians PDI File #: Location: Location: City, State: Client: Site Code: West Main Street Dunkin Donuts West Driveway Total West Main Street  from East 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM Total Grand Total Approach % Total % Exiting Leg Total 4:45 PM West Main Street Peak Hour Analysis from 04:00 PM to 06:00 PM begins at:  from West Total  4:45 PM Dunkin Donuts West Driveway West Main Street from East from South Entering Leg Exiting Leg Total 5:00 PM 5:15 PM 5:30 PM Total Volume % Approach Total PHF Page 8 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 5840621203064064129 833086230511060107198 861087110211340135224 753078200201750175255 3021103136601224790481806 654069420611130114189 793082400411240125211 834087210301150115205 691070210311070108181 296 12 0 308 12 4 0 16 3 459 0 462 786 598 23 0 621 18 10 0 28 5 938 0 943 1592 96.3 3.7 0.0 64.3 35.7 0.0 0.5 99.5 0.0 37.6 1.4 0.0 39.0 1.1 0.6 0.0 1.8 0.3 58.9 0.0 59.2 956 28 608 1592 568 23 0 591 18 10 0 28 5 916 0 921 1540 95.0 100.0 0.0 95.2 100.0 100.0 0.0 100.0 100.0 97.7 0.0 97.7 96.7 934 28 578 1540 300030000002202252 5.0 0.0 0.0 4.8 0.0 0.0 0.0 0.0 0.0 2.3 0.0 2.3 3.3 22 0 30 52 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 861087110211340135224 753078200201750175255 654069420611130114189 793082400411240125211 305 11 0 316 11 3 0 14 3 546 0 549 879 96.5 3.5 0.0 78.6 21.4 0.0 0.5 99.5 0.0 0.887 0.688 0.000 0.908 0.688 0.375 0.000 0.583 0.750 0.780 0.000 0.784 0.862 290 11 0 301 11 3 0 14 3 535 0 538 853 95.1 100.0 0.0 95.3 100.0 100.0 0.0 100.0 100.0 98.0 0.0 98.0 97.0 150015000001101126 4.9 0.0 0.0 4.7 0.0 0.0 0.0 0.0 0.0 2.0 0.0 2.0 3.0 290 11 0 301 11 3 0 14 3 535 0 538 853 150015000001101126 305 11 0 316 11 3 0 14 3 546 0 549 879 546 14 293 853 11 0 15 26 557 14 308 879     from East  from South from West Approach % Grand Total West Main StreetDunkin Donuts East DriveWest Main Street 7:45 AM 8:00 AM from East from West from South West Main Street7:30 AM 8:45 AM Total Dunkin Donuts East Drive % Approach Total PHF Cars Enter Leg 8:00 AM 8:15 AM Heavy Vehicles %  Total Volume 7:30 AM 7:45 AM     West Main Street Heavy Enter Leg Total Entering Leg Cars Exiting Leg Heavy Exiting Leg Total Exiting Leg Heavy Vehicles Exiting Leg Total % Cars Cars 8:15 AM 8:30 AM Total Total Cars Cars % Heavy Vehicles 7:00 AM 7:15 AM 7:30 AM Total Exiting Leg Total Total %     Exiting Leg Total % Heavy Vehicles Peak Hour Analysis from 07:00 AM to 09:00 AM begins at:  Cars and Heavy Vehicles (Combined) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Class: 207610 B  S: Dunkin Donuts East Drive   E: West Main Street W: West Main Street   Hyannis, MA VHB/ M. Duranleau TBA Thursday, September 3, 2020 7:00 AM 9:00 AM Page 1 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 5440581203063063124 793082230511010102189 831084110211330134220 723075200201720172249 2881102996601224690471782 614065420611100111182 743077400411200121202 784082210301120112197 671068210311050106177 280 12 0 292 12 4 0 16 3 447 0 450 758 568 23 0 591 18 10 0 28 5 916 0 921 1540 96.1 3.9 0.0 64.3 35.7 0.0 0.5 99.5 0.0 36.9 1.5 0.0 38.4 1.2 0.6 0.0 1.8 0.3 59.5 0.0 59.8 934 28 578 1540 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 831084110211330134220 723075200201720172249 614065420611100111182 743077400411200121202 290 11 0 301 11 3 0 14 3 535 0 538 853 96.3 3.7 0.0 78.6 21.4 0.0 0.6 99.4 0.0 0.873 0.688 0.000 0.896 0.688 0.375 0.000 0.583 0.750 0.778 0.000 0.782 0.856 290 11 0 301 11 3 0 14 3 535 0 538 853 546 14 293 853 847 28 831 1706 8:15 AM Entering Leg Exiting Leg Total PHF Total Volume Grand Total Approach % Total % Exiting Leg Total 7:30 AM % Approach Total Total Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Class:   Cars PDI File #: Location: Location: City, State: West Main Street Client: Site Code: Count Date: Start Time: End Time: West Main StreetDunkin Donuts East Drive 207610 B  S: Dunkin Donuts East Drive   E: West Main Street W: West Main Street   Hyannis, MA VHB/ M. Duranleau TBA Thursday, September 3, 2020 7:00 AM 9:00 AM 8:00 AM from East  from South from West West Main Street Dunkin Donuts East Drive West Main Street   7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM Total from East  from South from West Peak Hour Analysis from 07:00 AM to 09:00 AM begins at:  Page 2 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 4004000001015 4004000005059 3003000001014 3003000003036 140014000001001024 4004000003037 5005000004049 5005000003038 2002000002024 160016000001201228 300030000002202252 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 57.7 0.0 0.0 57.7 0.0 0.0 0.0 0.0 0.0 42.3 0.0 42.3 22 0 30 52 5005000001016 16.7 0.0 0.0 16.7 0.0 0.0 0.0 0.0 0.0 4.5 0.0 4.5 11.5 1056 190019000001701736 63.3 0.0 0.0 63.3 0.0 0.0 0.0 0.0 0.0 77.3 0.0 77.3 69.2 17 0 19 36 60060000040410 20.0 0.0 0.0 20.0 0.0 0.0 0.0 0.0 0.0 18.2 0.0 18.2 19.2 40610 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 3003000003036 4004000003037 5005000004049 5005000003038 170017000001301330 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.850 0.000 0.000 0.850 0.000 0.000 0.000 0.000 0.000 0.813 0.000 0.813 0.833 2002000000002 11.8 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.7 130013000001201225 76.5 0.0 0.0 76.5 0.0 0.0 0.0 0.0 0.0 92.3 0.0 92.3 83.3 2002000001013 11.8 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 7.7 0.0 7.7 10.0 2002000000002 130013000001201225 2002000001013 170017000001301330 0022 12 0 13 25 1023 13 0 17 30    Buses Single‐Unit Trucks Articulated Trucks Total Exiting Leg Articulated %  Buses Single‐Unit Trucks Articulated Trucks Total Entering Leg   Buses Buses % Single‐Unit Trucks Single‐Unit % Articulated Trucks 8:00 AM 8:15 AM 8:30 AM Total Volume % Approach Total PHF from West Total 7:45 AM  from East  from South 7:45 AM West Main Street Dunkin Donuts East Drive West Main Street Peak Hour Analysis from 07:00 AM to 09:00 AM begins at:  % Single‐Unit Exiting Leg Total Articulated Trucks % Articulated Exiting Leg Total Exiting Leg Total Buses % Buses Exiting Leg Total Single‐Unit Trucks Grand Total Approach % Total % 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 7:00 AM 7:15 AM 7:30 AM 7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ M. Duranleau Site Code:TBA West Main Street from East  from South from West Dunkin Donuts East Drive   Total PDI File #:207610 B Location: S: Dunkin Donuts East Drive   Location:E: West Main Street W: West Main Street    West Main Street Class:Heavy Vehicles‐Combined (Buses, Single‐Unit Trucks, Articulated Trucks) Count Date:Thursday, September 3, 2020 Start Time: Page 3 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 0000000000000 0000000000000 1001000000001 0000000000000 1001000000001 0000000000000 0000000000000 2002000000002 2002000001013 4004000001015 5005000001016 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 83.3 0.0 0.0 83.3 0.0 0.0 0.0 0.0 0.0 16.7 0.0 16.7 1056 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 0000000000000 0000000000000 2002000000002 2002000001013 4004000001015 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.500 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.417 4004000001015 1045 50510 PDI File #:207610 B Location: S: Dunkin Donuts East Drive   Location:E: West Main Street W: West Main Street   Count Date:Thursday, September 3, 2020 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ M. Duranleau Site Code:TBA Class:Buses  West Main Street Dunkin Donuts East Drive West Main Street Total 7:00 AM 7:15 AM 7:30 AM 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM Exiting Leg Total 8:00 AM West Main Street Grand Total Approach % Total % Peak Hour Analysis from 07:00 AM to 09:00 AM begins at:   from South from West Total  Dunkin Donuts East Drive West Main Street from East PHF Entering Leg Exiting Leg Total 8:00 AM 8:15 AM 8:30 AM 8:45 AM Total Volume % Approach Total  from East  from South from West Page 4 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 3003000001014 2002000003035 1001000000001 2002000003035 80080000070715 4004000003037 5005000003038 2002000003035 0000000001011 110011000001001021 190019000001701736 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 52.8 0.0 0.0 52.8 0.0 0.0 0.0 0.0 0.0 47.2 0.0 47.2 17 0 19 36 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 2002000003035 4004000003037 5005000003038 2002000003035 130013000001201225 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.650 0.000 0.000 0.650 0.000 0.000 0.000 0.000 0.000 1.000 0.000 1.000 0.781 130013000001201225 12 0 13 25 25 0 25 50 PHF Entering Leg Exiting Leg Total 7:45 AM 8:00 AM 8:15 AM 8:30 AM Total Volume % Approach Total  from South from West Total  Dunkin Donuts East Drive West Main Street from East Exiting Leg Total 7:45 AM West Main Street Grand Total Approach % Total % 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 7:00 AM 7:15 AM 7:30 AM Total Class:Single‐Unit Trucks  West Main Street Dunkin Donuts East Drive West Main Street PDI File #:207610 B Location: S: Dunkin Donuts East Drive   Location:E: West Main Street W: West Main Street   Peak Hour Analysis from 07:00 AM to 09:00 AM begins at:  Count Date:Thursday, September 3, 2020 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ M. Duranleau Site Code:TBA  from East  from South from West Page 5 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 1001000000001 2002000002024 1001000001012 1001000000001 5005000003038 0000000000000 0000000001011 1001000000001 0000000000000 1001000001012 60060000040410 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 60.0 0.0 0.0 60.0 0.0 0.0 0.0 0.0 0.0 40.0 0.0 40.0 40610 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 1001000000001 2002000002024 1001000001012 1001000000001 5005000003038 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.625 0.000 0.000 0.625 0.000 0.000 0.000 0.000 0.000 0.375 0.000 0.375 0.500 5005000003038 3058 80816 PHF Entering Leg Exiting Leg Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Volume % Approach Total  from South from West Total  Dunkin Donuts East Drive West Main Street from East Exiting Leg Total 7:00 AM West Main Street Grand Total Approach % Total % 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 7:00 AM 7:15 AM 7:30 AM Total Class:Articulated Trucks  West Main Street Dunkin Donuts East Drive West Main Street PDI File #:207610 B Location: S: Dunkin Donuts East Drive   Location:E: West Main Street W: West Main Street   Peak Hour Analysis from 07:00 AM to 09:00 AM begins at:  Count Date:Thursday, September 3, 2020 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ M. Duranleau Site Code:TBA  from East  from South from West Page 6 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com   Thru Left U‐Turn CW‐SB CW‐NB Total Right Left U‐Turn CW‐WB CW‐EB Total Right Thru U‐Turn CW‐NB CW‐SB Total 0000000000000100011 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000100011 0000000000000000000 0000000000000100011 0000000000110000001 0000000000000000000 0000000000110100012 0000000000110200023 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 33.3 33.3 0.0 66.7 0.0 0.0 0.0 66.7 2103 Thru Left U‐Turn CW‐SB CW‐NB Total Right Left U‐Turn CW‐WB CW‐EB Total Right Thru U‐Turn CW‐NB CW‐SB Total 0000000000000000000 0000000000000000000 0000000000000100011 0000000000110000001 0000000000110100012 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 100.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.250 0.000 0.250 0.000 0.000 0.000 0.250 0.500 0000000000110100012 1102 1214 West Main Street Dunkin Donuts East Drive Total West Main Street West Main Street 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 8:45 AM Total 7:45 AM West Main Street Dunkin Donuts East Drive Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 07:00 AM to 09:00 AM begins at:  8:15 AM 8:30 AM Total Volume % Approach Total PHF from West Total  7:45 AM 8:00 AM from East from South Entering Leg Exiting Leg Total Class: 207610 B  S: Dunkin Donuts East Drive   E: West Main Street W: West Main Street   Hyannis, MA VHB/ M. Duranleau TBA Thursday, September 3, 2020 7:00 AM 9:00 AM Bicycles (on Roadway and Crosswalks) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time:     from East from South from West Page 7 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn CW‐SB CW‐NB Total Right Left U‐Turn CW‐WB CW‐EB Total Right Thru U‐Turn CW‐NB CW‐SB Total 0000000000000000000 0000000000000000000 0000000000000000000 0000000000110000001 0000000000110000001 0000000000110000112 0000000000110000223 0000000000000000000 0000000000110000112 0000000000330000447 0000000000440000448 00000 0000100 0000100 0000000000505000005050 0448 Thru Left U‐Turn CW‐SB CW‐NB Total Right Left U‐Turn CW‐WB CW‐EB Total Right Thru U‐Turn CW‐NB CW‐SB Total 0000000000110000112 0000000000110000223 0000000000000000000 0000000000110000112 0000000000330000447 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.750 0.750 0.000 0.000 0.000 0.000 0.500 0.500 0.583 0000000000330000447 0347 06814 Entering Leg Exiting Leg Total 8:30 AM 8:45 AM Total Volume % Approach Total PHF from West Total  8:00 AM 8:15 AM West Main Street from East from South 8:00 AM West Main Street Dunkin Donuts East Drive Grand Total Approach % Total % Exiting Leg Total 7:00 AM 7:15 AM 7:30 AM West Main Street Dunkin Donuts East Drive Total West Main Street  from East Count Date: Start Time: End Time: Class: 207610 B  S: Dunkin Donuts East Drive   E: West Main Street W: West Main Street   Hyannis, MA VHB/ M. Duranleau TBA Thursday, September 3, 2020 7:00 AM 9:00 AM Pedestrians PDI File #: Location: Location: City, State: Client: Site Code: 8:00 AM 8:15 AM 8:30 AM 8:45 AM Total from South from West Peak Hour Analysis from 07:00 AM to 09:00 AM begins at:  7:45 AM Total Page 8 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 14500145000001240124269 10720109010101190119229 11400114100101130113228 13010131100101350135267 49630499210304910491993 14500145000001260126271 12900129000001150115244 9910100010101110111212 9910100100101170117218 47220474110204690469945 968509733205096009601938 99.5 0.5 0.0 60.0 40.0 0.0 0.0 100.0 0.0 49.9 0.3 0.0 50.2 0.2 0.1 0.0 0.3 0.0 49.5 0.0 49.5 963 5 970 1938 962509673205094209421914 99.4 100.0 0.0 99.4 100.0 100.0 0.0 100.0 0.0 98.1 0.0 98.1 98.8 945 5 964 1914 6006000001801824 0.6 0.0 0.0 0.6 0.0 0.0 0.0 0.0 0.0 1.9 0.0 1.9 1.2 180624 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 11400114100101130113228 13010131100101350135267 14500145000001260126271 12900129000001150115244 518105192002048904891010 99.8 0.2 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.893 0.250 0.000 0.895 0.500 0.000 0.000 0.500 0.000 0.906 0.000 0.906 0.932 516105172002048104811000 99.6 100.0 0.0 99.6 100.0 0.0 0.0 100.0 0.0 98.4 0.0 98.4 99.0 20020000080810 0.4 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 1.6 0.0 1.6 1.0 516105172002048104811000 20020000080810 518105192002048904891010 483 1 516 1000 80210 491 1 518 1010 Heavy Enter Leg Heavy Exiting Leg   Peak Hour Analysis from 04:00 PM to 06:00 PM begins at:  Cars and Heavy Vehicles (Combined) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Class: 207610 BB  S: Dunkin Donuts East Drive   E: West Main Street W: West Main Street   Hyannis, MA VHB/ M. Duranleau TBA Thursday, September 3, 2020 4:00 PM 6:00 PM 5:45 PM Total Exiting Leg Total % Heavy Vehicles     Exiting Leg Total Total %  from East West Main Street Dunkin Donuts East Drive  from South from West Total Total Exiting Leg 4:30 PM 4:45 PM 5:00 PM 5:15 PM Total Volume % Approach Total PHF Cars Cars % Heavy Vehicles Heavy Vehicles %  Cars Enter Leg Total Entering Leg Cars Exiting Leg 4:30 PM West Main Street Total 4:30 PM 4:45 PM Total 4:00 PM 5:15 PM 5:30 PM Heavy Vehicles Exiting Leg Total % Cars Cars 4:15 PM 5:00 PM Approach % Grand Total West Main StreetDunkin Donuts East DriveWest Main Street  from East  from South from West Page 1 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 14300143000001200120263 10620108010101160116225 11400114100101100110225 13010131100101340134266 49330496210304800480979 14500145000001230123268 12700127000001140114241 9910100010101090109210 981099100101160116216 46920471110204620462935 962509673205094209421914 99.5 0.5 0.0 60.0 40.0 0.0 0.0 100.0 0.0 50.3 0.3 0.0 50.5 0.2 0.1 0.0 0.3 0.0 49.2 0.0 49.2 945 5 964 1914 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 11400114100101100110225 13010131100101340134266 14500145000001230123268 12700127000001140114241 516105172002048104811000 99.8 0.2 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.890 0.250 0.000 0.891 0.500 0.000 0.000 0.500 0.000 0.897 0.000 0.897 0.933 516105172002048104811000 483 1 516 1000 1000 3 997 2000 from East  from South from West Peak Hour Analysis from 04:00 PM to 06:00 PM begins at:  Entering Leg Exiting Leg Total   4:30 PM 4:45 PM 5:00 PM 5:15 PM Total Volume % Approach Total PHF Dunkin Donuts East Drive West Main Street from East  from South from West 4:30 PM West Main Street 207610 BB  S: Dunkin Donuts East Drive   E: West Main Street W: West Main Street   Hyannis, MA VHB/ M. Duranleau TBA Thursday, September 3, 2020 4:00 PM 6:00 PM West Main StreetDunkin Donuts East Drive Cars PDI File #: Location: Location: City, State: West Main Street Client: Site Code: Count Date: Start Time: End Time: Class:   4:00 PM 4:15 PM 4:30 PM 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Total Grand Total Approach % Total % Exiting Leg Total Total Total Page 2 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 2002000004046 1001000003034 0000000003033 0000000001011 3003000001101114 0000000003033 2002000001013 0000000002022 1001000001012 30030000070710 6006000001801824 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 25.0 0.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 75.0 0.0 75.0 180624 1001000002023 16.7 0.0 0.0 16.7 0.0 0.0 0.0 0.0 0.0 11.1 0.0 11.1 12.5 2013 4004000001401418 66.7 0.0 0.0 66.7 0.0 0.0 0.0 0.0 0.0 77.8 0.0 77.8 75.0 140418 1001000002023 16.7 0.0 0.0 16.7 0.0 0.0 0.0 0.0 0.0 11.1 0.0 11.1 12.5 2013 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 2002000004046 1001000003034 0000000003033 0000000001011 3003000001101114 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.375 0.000 0.000 0.375 0.000 0.000 0.000 0.000 0.000 0.688 0.000 0.688 0.583 1001000001012 33.3 0.0 0.0 33.3 0.0 0.0 0.0 0.0 0.0 9.1 0.0 9.1 14.3 10010000090910 33.3 0.0 0.0 33.3 0.0 0.0 0.0 0.0 0.0 81.8 0.0 81.8 71.4 1001000001012 33.3 0.0 0.0 33.3 0.0 0.0 0.0 0.0 0.0 9.1 0.0 9.1 14.3 1001000001012 10010000090910 1001000001012 3003000001101114 1012 90110 1012 110314 Total PDI File #:207610 BB Location: S: Dunkin Donuts East Drive   Location:E: West Main Street W: West Main Street    West Main Street Class:Heavy Vehicles‐Combined (Buses, Single‐Unit Trucks, Articulated Trucks) Count Date:Thursday, September 3, 2020 Start Time: West Main Street from East  from South from West Dunkin Donuts East Drive   4:00 PM End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ M. Duranleau Site Code:TBA 4:00 PM 4:15 PM 4:30 PM 5:45 PM Total 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM Grand Total Approach % Total % % Single‐Unit Exiting Leg Total Articulated Trucks % Articulated Exiting Leg Total Exiting Leg Total Buses % Buses Exiting Leg Total Single‐Unit Trucks 4:00 PM West Main Street Peak Hour Analysis from 04:00 PM to 06:00 PM begins at:  from West Total 4:00 PM Dunkin Donuts East Drive West Main Street  from East  from South   Buses Buses % Single‐Unit Trucks Single‐Unit % Articulated Trucks 4:15 PM 4:30 PM 4:45 PM Total Volume % Approach Total PHF Buses Single‐Unit Trucks Articulated Trucks Total Exiting Leg Articulated %  Buses Single‐Unit Trucks Articulated Trucks Total Entering Leg Page 3 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 1001000000001 0000000000000 0000000001011 0000000000000 1001000001012 0000000001011 0000000000000 0000000000000 0000000000000 0000000001011 1001000002023 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 33.3 0.0 0.0 33.3 0.0 0.0 0.0 0.0 0.0 66.7 0.0 66.7 2013 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 1001000000001 0000000000000 0000000001011 0000000000000 1001000001012 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.250 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.500 1001000001012 1012 2024  from East  from South from West Peak Hour Analysis from 04:00 PM to 06:00 PM begins at:  Total Total Volume % Approach Total PHF Entering Leg Exiting Leg Total  4:00 PM 4:15 PM 4:30 PM 4:45 PM from East  from South from West West Main Street Dunkin Donuts East Drive West Main Street4:00 PM Exiting Leg Total Grand Total Approach % Total % 5:45 PM Total 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 4:00 PM 4:15 PM 4:30 PM Total Class:Buses  West Main Street Dunkin Donuts East Drive West Main Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ M. Duranleau Site Code:TBA PDI File #:207610 BB Location: S: Dunkin Donuts East Drive   Location:E: West Main Street W: West Main Street   Count Date:Thursday, September 3, 2020 Start Time:4:00 PM Page 4 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 0000000004044 1001000002023 0000000002022 0000000001011 10010000090910 0000000002022 2002000001013 0000000001011 1001000001012 3003000005058 4004000001401418 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 22.2 0.0 0.0 22.2 0.0 0.0 0.0 0.0 0.0 77.8 0.0 77.8 140418 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 0000000004044 1001000002023 0000000002022 0000000001011 10010000090910 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.250 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.563 0.000 0.563 0.625 10010000090910 90110 10 0 10 20  from East  from South from West Peak Hour Analysis from 04:00 PM to 06:00 PM begins at:  PDI File #:207610 BB Location: S: Dunkin Donuts East Drive   Location:E: West Main Street W: West Main Street   Count Date:Thursday, September 3, 2020 Start Time:4:00 PM End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ M. Duranleau Site Code:TBA Class:Single‐Unit Trucks  West Main Street Dunkin Donuts East Drive West Main Street Total 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 4:00 PM 4:15 PM 4:30 PM 5:45 PM Total Exiting Leg Total Grand Total Approach % Total % 4:00 PM from East  from South from West West Main Street Dunkin Donuts East Drive West Main Street Total Total Volume % Approach Total PHF Entering Leg Exiting Leg Total  4:00 PM 4:15 PM 4:30 PM 4:45 PM Page 5 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 1001000000001 0000000001011 0000000000000 0000000000000 1001000001012 0000000000000 0000000000000 0000000001011 0000000000000 0000000001011 1001000002023 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 33.3 0.0 0.0 33.3 0.0 0.0 0.0 0.0 0.0 66.7 0.0 66.7 2013 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 1001000000001 0000000001011 0000000000000 0000000000000 1001000001012 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.250 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.500 1001000001012 1012 2024  from East  from South from West Peak Hour Analysis from 04:00 PM to 06:00 PM begins at:  PDI File #:207610 BB Location: S: Dunkin Donuts East Drive   Location:E: West Main Street W: West Main Street   Count Date:Thursday, September 3, 2020 Start Time:4:00 PM End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ M. Duranleau Site Code:TBA Class:Articulated Trucks  West Main Street Dunkin Donuts East Drive West Main Street Total 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 4:00 PM 4:15 PM 4:30 PM 5:45 PM Total Exiting Leg Total Grand Total Approach % Total % 4:00 PM from East  from South from West West Main Street Dunkin Donuts East Drive West Main Street Total Total Volume % Approach Total PHF Entering Leg Exiting Leg Total  4:00 PM 4:15 PM 4:30 PM 4:45 PM Page 6 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com   Thru Left U‐Turn CW‐SB CW‐NB Total Right Left U‐Turn CW‐WB CW‐EB Total Right Thru U‐Turn CW‐NB CW‐SB Total 0000000000000000000 0000000000110000001 0000000000000000000 0000000000000000000 0000000000110000001 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000110000001 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0101 Thru Left U‐Turn CW‐SB CW‐NB Total Right Left U‐Turn CW‐WB CW‐EB Total Right Thru U‐Turn CW‐NB CW‐SB Total 0000000000000000000 0000000000110000001 0000000000000000000 0000000000000000000 0000000000110000001 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0000000000110000001 0101 0202 from East from South from West Peak Hour Analysis from 04:00 PM to 06:00 PM begins at:      Class: 207610 BB  S: Dunkin Donuts East Drive   E: West Main Street W: West Main Street   Hyannis, MA VHB/ M. Duranleau TBA Thursday, September 3, 2020 4:00 PM 6:00 PM Bicycles (on Roadway and Crosswalks) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Entering Leg Exiting Leg Total 4:30 PM 4:45 PM Total Volume % Approach Total PHF from West   4:00 PM 4:15 PM Dunkin Donuts East Drive West Main Street from East from South 4:00 PM West Main Street Grand Total Approach % Total % Exiting Leg Total Total 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM Total West Main Street Dunkin Donuts East Drive Total West Main Street Page 7 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Thru Left U‐Turn CW‐SB CW‐NB Total Right Left U‐Turn CW‐WB CW‐EB Total Right Thru U‐Turn CW‐NB CW‐SB Total 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000110000001 0000000000110001123 0000000002130000003 0000000000110000001 0000000002460001128 0000000002460001128 00000 00033.33366.667 0005050 00000000025507500012.512.525 0628 Thru Left U‐Turn CW‐SB CW‐NB Total Right Left U‐Turn CW‐WB CW‐EB Total Right Thru U‐Turn CW‐NB CW‐SB Total 0000000000110000001 0000000000110001123 0000000002130000003 0000000000110000001 0000000002460001128 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 33.3 66.7 0.0 0.0 0.0 50.0 50.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 1.000 0.500 0.000 0.000 0.000 0.250 0.250 0.250 0.667 0000000002460001128 0628 012 416 from South from West Count Date: Start Time: End Time: Class: 207610 BB  S: Dunkin Donuts East Drive   E: West Main Street W: West Main Street   Hyannis, MA VHB/ M. Duranleau TBA Thursday, September 3, 2020 4:00 PM 6:00 PM Pedestrians PDI File #: Location: Location: City, State: Client: Site Code: West Main Street Dunkin Donuts East Drive Total West Main Street  from East 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM Total Grand Total Approach % Total % Exiting Leg Total 5:00 PM West Main Street Peak Hour Analysis from 04:00 PM to 06:00 PM begins at:  from West Total  5:00 PM Dunkin Donuts East Drive West Main Street from East from South Entering Leg Exiting Leg Total 5:15 PM 5:30 PM 5:45 PM Total Volume % Approach Total PHF Page 8 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 200020601907928010292610063173 20002081160972501026610500111236 001010892301122921032113000131276 003030792501042403027316860177311 4040803098303921062601141246460482996 01001268200903412037511040119247 00101080190992002022212500127249 200020822901114402046311400117276 000000723301054100041810200110256 211042302101040513916014618451404731028 615012261118407972453120260309151009552024 50.0 8.3 41.7 0.0 0.3 76.7 23.1 0.0 94.2 1.2 4.6 0.0 3.1 95.8 1.0 0.0 0.3 0.0 0.2 0.0 0.6 0.1 30.2 9.1 0.0 39.4 12.1 0.1 0.6 0.0 12.8 1.5 45.2 0.5 0.0 47.2 15 1165 215 629 2024 615012257717907582423110256308861009261952 100.0 100.0 100.0 0.0 100.0 100.0 94.4 97.3 0.0 95.1 98.8 100.0 91.7 0.0 98.5 100.0 96.8 100.0 0.0 97.0 96.4 15 1133 210 594 1952 00000034503930104029002972 0.0 0.0 0.0 0.0 0.0 0.0 5.6 2.7 0.0 4.9 1.2 0.0 8.3 0.0 1.5 0.0 3.2 0.0 0.0 3.0 3.6 0 32 5 35 72  Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 001010892301122921032113000131276 003030792501042403027316860177311 01001268200903412037511040119247 00101080190992002022212500127249 015062316870405107380118115331005541083 0.0 16.7 83.3 0.0 0.5 78.0 21.5 0.0 90.7 2.5 6.8 0.0 2.0 96.2 1.8 0.0 0.000 0.250 0.417 0.000 0.500 0.250 0.888 0.870 0.000 0.904 0.787 0.375 0.667 0.000 0.797 0.550 0.793 0.417 0.000 0.782 0.871 015062298850385106370116115151005361043 0.0 100.0 100.0 0.0 100.0 100.0 94.3 97.7 0.0 95.1 99.1 100.0 87.5 0.0 98.3 100.0 96.6 100.0 0.0 96.8 96.3 00000018202010102018001840 0.0 0.0 0.0 0.0 0.0 0.0 5.7 2.3 0.0 4.9 0.9 0.0 12.5 0.0 1.7 0.0 3.4 0.0 0.0 3.2 3.7 015062298850385106370116115151005361043 00000018202010102018001840 015062316870405107380118115331005541083 15 626 97 305 1043 0  19 2 19 40 15 645 99 324 1083      Cars and Heavy Vehicles (Combined) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Class: 207610 C N: Barnstable High School Driveway S: Pine Street   E: West Main Street W: West Main Street   Hyannis, MA VHB/ M. Duranleau TBA Thursday, September 3, 2020 7:00 AM 9:00 AM Exiting Leg Total % Heavy Vehicles Peak Hour Analysis from 07:00 AM to 09:00 AM begins at:      Exiting Leg Total Total % Total Total Cars Cars % Heavy Vehicles 7:00 AM 7:15 AM 7:30 AM Total 8:15 AM 8:30 AM Heavy Enter Leg Total Entering Leg Cars Exiting Leg Heavy Exiting Leg Total Exiting Leg Heavy Vehicles Exiting Leg Total % Cars Cars Pine Street % Approach Total PHF Cars Enter Leg 8:00 AM 8:15 AM Heavy Vehicles %  Total Volume 7:30 AM 7:45 AM     West Main Street from North 8:00 AM from East from West from South Barnstable High School Driveway West Main Street7:30 AM 8:45 AM Total Approach % Grand Total West Main StreetPine StreetBarnstable High School Driveway West Main Street 7:45 AM  from North from East  from South from West Page 1 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 200020561707328010292600062166 20002077160932501026610000106227 001010872301102921032112300124267 00303076230992302025316360172299 4040802967903751052501121244660464959 01001261200833412037510740116237 00101074190932002022212200124240 200020772901064202044311100114266 000000693201014100041810000108250 21104228110003831371601441844040462993 615012257717907582423110256308861009261952 50.0 8.3 41.7 0.0 0.3 76.1 23.6 0.0 94.5 1.2 4.3 0.0 3.2 95.7 1.1 0.0 0.3 0.1 0.3 0.0 0.6 0.1 29.6 9.2 0.0 38.8 12.4 0.2 0.6 0.0 13.1 1.5 45.4 0.5 0.0 47.4 15 1133 210 594 1952 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 001010872301102921032112300124267 00303076230992302025316360172299 01001261200833412037510740116237 00101074190932002022212200124240 015062298850385106370116115151005361043 0.0 16.7 83.3 0.0 0.5 77.4 22.1 0.0 91.4 2.6 6.0 0.0 2.1 96.1 1.9 0.0 0.000 0.250 0.417 0.000 0.500 0.250 0.856 0.924 0.000 0.875 0.779 0.375 0.875 0.000 0.784 0.550 0.790 0.417 0.000 0.779 0.872 015062298850385106370116115151005361043 15 626 97 305 1043 21 1011 213 841 2086 from North from East  from South from West Peak Hour Analysis from 07:00 AM to 09:00 AM begins at:  8:15 AM 8:30 AM 8:45 AM Total   7:30 AM 7:45 AM 8:00 AM from East  from South from West West Main Street Pine Street West Main StreetBarnstable High School Driveway 8:00 AM 207610 C N: Barnstable High School Driveway S: Pine Street   E: West Main Street W: West Main Street   Hyannis, MA VHB/ M. Duranleau TBA Thursday, September 3, 2020 7:00 AM 9:00 AM West Main StreetPine StreetBarnstable High School Driveway Cars PDI File #: Location: Location: City, State: West Main Street Client: Site Code: Count Date: Start Time: End Time: Class:   7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Grand Total Approach % Total % Exiting Leg Total 7:30 AM from North % Approach Total Total Total 8:15 AM Entering Leg Exiting Leg Total PHF Total Volume Page 2 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000420600000010017 000000400400000050059 000000200200000070079 0000003205101020500512 00000013401710102018001837 0000007007000000300310 000000600600000030039 0000005005200020300310 000000310400000020026 00000021102220002011001135 00000034503930104029002972 0.0 0.0 0.0 0.0 0.0 87.2 12.8 0.0 75.0 0.0 25.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 47.2 6.9 0.0 54.2 4.2 0.0 1.4 0.0 5.6 0.0 40.3 0.0 0.0 40.3 0 32 5 35 72 000000400400000010015 0.0 0.0 0.0 0.0 0.0 0.0 11.8 0.0 0.0 10.3 0.0 0.0 0.0 0.0 0.0 0.0 3.4 0.0 0.0 3.4 6.9 01045 00000023202520103019001947 0.0 0.0 0.0 0.0 0.0 0.0 67.6 40.0 0.0 64.1 66.7 0.0 100.0 0.0 75.0 0.0 65.5 0.0 0.0 65.5 65.3 0 21 2 24 47 00000073010100010900920 0.0 0.0 0.0 0.0 0.0 0.0 20.6 60.0 0.0 25.6 33.3 0.0 0.0 0.0 25.0 0.0 31.0 0.0 0.0 31.0 27.8 0103720  Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 0000003205101020500512 0000007007000000300310 000000600600000030039 0000005005200020300310 00000021202330104014001441 0.0 0.0 0.0 0.0 0.0 91.3 8.7 0.0 75.0 0.0 25.0 0.0 0.0 100.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.750 0.250 0.000 0.821 0.375 0.000 0.250 0.000 0.500 0.000 0.700 0.000 0.000 0.700 0.854 000000200200000000002 0.0 0.0 0.0 0.0 0.0 0.0 9.5 0.0 0.0 8.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.9 00000015001520103011001129 0.0 0.0 0.0 0.0 0.0 0.0 71.4 0.0 0.0 65.2 66.7 0.0 100.0 0.0 75.0 0.0 78.6 0.0 0.0 78.6 70.7 0000004206100010300310 0.0 0.0 0.0 0.0 0.0 0.0 19.0 100.0 0.0 26.1 33.3 0.0 0.0 0.0 25.0 0.0 21.4 0.0 0.0 21.4 24.4 000000200200000000002 00000015001520103011001129 0000004206100010300310 00000021202330104014001441 00022 0  13 0 16 29  042410 0 17 2 22 41      Total PDI File #:207610 C Location:N: Barnstable High School Driveway S: Pine Street   Location:E: West Main Street W: West Main Street    Barnstable High School Driveway West Main Street Class:Heavy Vehicles‐Combined (Buses, Single‐Unit Trucks, Articulated Trucks) Count Date:Thursday, September 3, 2020 Start Time: West Main Street from East  from South from West Pine Street  from North 7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ M. Duranleau Site Code:TBA 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 7:00 AM 7:15 AM 7:30 AM 8:45 AM Total Grand Total Approach % Total % % Single‐Unit Exiting Leg Total Articulated Trucks % Articulated Exiting Leg Total Exiting Leg Total Buses % Buses Exiting Leg Total Single‐Unit Trucks 7:45 AM Barnstable High School Driveway West Main Street Pine Street West Main Street Peak Hour Analysis from 07:00 AM to 09:00 AM begins at:  Total 7:45 AM  from North from East  from South 8:00 AM 8:15 AM 8:30 AM Total Volume % Approach Total PHF from West Articulated %  Buses Single‐Unit Trucks Articulated Trucks Total Entering Leg   Buses Buses % Single‐Unit Trucks Single‐Unit % Articulated Trucks Buses Single‐Unit Trucks Articulated Trucks Total Exiting Leg Page 3 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000000000000000000 000000000000000000000 000000100100000000001 000000000000000000000 000000100100000000001 000000000000000000000 000000000000000000000 000000200200000000002 000000100100000010012 000000300300000010014 000000400400000010015 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 80.0 0.0 0.0 80.0 0.0 0.0 0.0 0.0 0.0 0.0 20.0 0.0 0.0 20.0 01045 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000000000000000000 000000000000000000000 000000200200000000002 000000100100000010012 000000300300000010014 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.375 0.000 0.000 0.375 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.250 0.500 000000300300000010014 01034 04048  from North from East  from South from West PHF Entering Leg Exiting Leg Total 8:00 AM 8:15 AM 8:30 AM 8:45 AM Total Volume % Approach Total  from South from West Total  Pine Street West Main Street from North from East Exiting Leg Total 8:00 AM Barnstable High School Driveway West Main Street Grand Total Approach % Total % Peak Hour Analysis from 07:00 AM to 09:00 AM begins at:  8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 7:00 AM 7:15 AM 7:30 AM Total Class:Buses  Barnstable High School Driveway West Main Street Pine Street West Main Street End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ M. Duranleau Site Code:TBA PDI File #:207610 C Location:N: Barnstable High School Driveway S: Pine Street   Location:E: West Main Street W: West Main Street   Count Date:Thursday, September 3, 2020 Start Time:7:00 AM Page 4 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000310400000010015 000000200200000030035 000000100100000030034 000000200200101030036 000000810900101010001020 000000500500000030038 000000600600000020028 000000200220002030037 000000210300000010014 000000151016200020900927 00000023202520103019001947 0.0 0.0 0.0 0.0 0.0 92.0 8.0 0.0 66.7 0.0 33.3 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 48.9 4.3 0.0 53.2 4.3 0.0 2.1 0.0 6.4 0.0 40.4 0.0 0.0 40.4 0 21 2 24 47 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000200200101030036 000000500500000030038 000000600600000020028 000000200220002030037 00000015001520103011001129 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 66.7 0.0 33.3 0.0 0.0 100.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.625 0.000 0.000 0.625 0.250 0.000 0.250 0.000 0.375 0.000 0.917 0.000 0.000 0.917 0.906 00000015001520103011001129 0 13 0 16 29 0 28 3 27 58  from North from East  from South from West PDI File #:207610 C Location:N: Barnstable High School Driveway S: Pine Street   Location:E: West Main Street W: West Main Street   Peak Hour Analysis from 07:00 AM to 09:00 AM begins at:  Count Date:Thursday, September 3, 2020 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ M. Duranleau Site Code:TBA Class:Single‐Unit Trucks  Barnstable High School Driveway West Main Street Pine Street West Main Street Total 7:00 AM 7:15 AM 7:30 AM 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM Exiting Leg Total 7:45 AM Barnstable High School Driveway West Main Street Grand Total Approach % Total %  from South from West Total  Pine Street West Main Street from North from East PHF Entering Leg Exiting Leg Total 7:45 AM 8:00 AM 8:15 AM 8:30 AM Total Volume % Approach Total Page 5 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000110200000000002 000000200200000020024 000000000000000040044 000000120310001020026 0000004307100010800816 000000200200000000002 000000000000000010011 000000100100000000001 000000000000000000000 000000300300000010014 00000073010100010900920 0.0 0.0 0.0 0.0 0.0 70.0 30.0 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 35.0 15.0 0.0 50.0 5.0 0.0 0.0 0.0 5.0 0.0 45.0 0.0 0.0 45.0 0103720 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000110200000000002 000000200200000020024 000000000000000040044 000000120310001020026 0000004307100010800816 0.0 0.0 0.0 0.0 0.0 57.1 42.9 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.500 0.375 0.000 0.583 0.250 0.000 0.000 0.000 0.250 0.000 0.500 0.000 0.000 0.500 0.667 0000004307100010800816 093416 0 16 4 12 32  from North from East  from South from West PDI File #:207610 C Location:N: Barnstable High School Driveway S: Pine Street   Location:E: West Main Street W: West Main Street   Peak Hour Analysis from 07:00 AM to 09:00 AM begins at:  Count Date:Thursday, September 3, 2020 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ M. Duranleau Site Code:TBA Class:Articulated Trucks  Barnstable High School Driveway West Main Street Pine Street West Main Street Total 7:00 AM 7:15 AM 7:30 AM 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM Exiting Leg Total 7:00 AM Barnstable High School Driveway West Main Street Grand Total Approach % Total %  from South from West Total  Pine Street West Main Street from North from East PHF Entering Leg Exiting Leg Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Volume % Approach Total Page 6 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com   Right Thru Left U‐Turn CW‐EB CW‐WB Total Right Thru Left U‐Turn CW‐SB CW‐NB Total Right Thru Left U‐Turn CW‐WB CW‐EB Total Right Thru Left U‐Turn CW‐NB CW‐SB Total 0000000000000000000000100001 1 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000100001 1 0000000000000000000000000000 0 0000000000000000000000100001 1 0000000000000000000000100001 1 0000000000000000000000000000 0 0000000000000000000000200002 2 0000000000000000000000300003 3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 100.0 03003 Right Thru Left U‐Turn CW‐EB CW‐WB Total Right Thru Left U‐Turn CW‐SB CW‐NB Total Right Thru Left U‐Turn CW‐WB CW‐EB Total Right Thru Left U‐Turn CW‐NB CW‐SB Total 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000100001 1 0000000000000000000000100001 1 0000000000000000000000200002 2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.500 0.500 0000000000000000000000200002 2 02002 02024 from North from East from South from West     Class: 207610 C N: Barnstable High School Driveway S: Pine Street   E: West Main Street W: West Main Street   Hyannis, MA VHB/ M. Duranleau TBA Thursday, September 3, 2020 7:00 AM 9:00 AM Bicycles (on Roadway and Crosswalks) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Entering Leg Exiting Leg Total 8:15 AM 8:30 AM Total Volume % Approach Total PHF from West Total  7:45 AM 8:00 AM from North from East from South 7:45 AM Barnstable High School Driveway West Main Street Pine Street Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 07:00 AM to 09:00 AM begins at:  8:15 AM 8:30 AM 8:45 AM Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total 8:00 AM Barnstable High School Driveway West Main Street Pine Street Total West Main Street West Main Street Page 7 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn CW‐EB CW‐WB Total Right Thru Left U‐Turn CW‐SB CW‐NB Total Right Thru Left U‐Turn CW‐WB CW‐EB Total Right Thru Left U‐Turn CW‐NB CW‐SB Total 0000000000000000000000000000 0 0000011000000000000000000000 1 0000000000000000000000000000 0 0000000000000000000110000000 1 0000011000000000000110000000 2 0000000000000000000000000000 0 0000000000000000000220000000 2 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000220000000 2 0000011000000000000330000000 4 00000100 000000 00000100 000000 00000252500000000000075750000000 10304 Right Thru Left U‐Turn CW‐EB CW‐WB Total Right Thru Left U‐Turn CW‐SB CW‐NB Total Right Thru Left U‐Turn CW‐WB CW‐EB Total Right Thru Left U‐Turn CW‐NB CW‐SB Total 0000000000000000000000000000 0 0000000000000000000110000000 1 0000000000000000000000000000 0 0000000000000000000220000000 2 0000000000000000000330000000 3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.375 0.375 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.375 0000000000000000000330000000 3 00303 00606 from South from West Peak Hour Analysis from 07:00 AM to 09:00 AM begins at:  7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 8:45 AM Total Count Date: Start Time: End Time: Class: 207610 C N: Barnstable High School Driveway S: Pine Street   E: West Main Street W: West Main Street   Hyannis, MA VHB/ M. Duranleau TBA Thursday, September 3, 2020 7:00 AM 9:00 AM Pedestrians PDI File #: Location: Location: City, State: Client: Site Code: Barnstable High School Driveway West Main Street Pine Street Total West Main Street  from North from East 7:00 AM 7:15 AM 7:30 AM Grand Total Approach % Total % Exiting Leg Total West Main Street from North from East from South 7:30 AM Barnstable High School Driveway West Main Street Pine Street 8:00 AM 8:15 AM Total Volume % Approach Total PHF from West Total  7:30 AM 7:45 AM Entering Leg Exiting Leg Total Page 8 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 0010101443901834703050012700127361 2010301044001444903052012100121320 0050501134601594603049211700119332 1010201274901764503048213700139365 3080110488174066218701201994502005061378 0000001444001843501036212600128348 0000001223901614103044111210114319 000000985001483403037011110112297 101021992511263611038111240117283 10102146315416191461801554461604711247 409013195132811281 333 1 20 0 354 8 963 6 0 977 2625 30.8 0.0 69.2 0.0 0.1 74.2 25.6 0.1 94.1 0.3 5.6 0.0 0.8 98.6 0.6 0.0 0.2 0.0 0.3 0.0 0.5 0.0 36.2 12.5 0.0 48.8 12.7 0.0 0.8 0.0 13.5 0.3 36.7 0.2 0.0 37.2 8 1306 336 975 2625 409013194632311271 325 1 20 0 346 8 946 6 0 960 2590 100.0 0.0 100.0 0.0 100.0 100.0 99.5 98.5 100.0 99.2 97.6 100.0 100.0 0.0 97.7 100.0 98.2 100.0 0.0 98.3 98.7 8 1281 331 970 2590 0000005501080008017001735 0.0 0.0 0.0 0.0 0.0 0.0 0.5 1.5 0.0 0.8 2.4 0.0 0.0 0.0 2.3 0.0 1.8 0.0 0.0 1.7 1.3 0255535  Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 0010101443901834703050012700127361 2010301044001444903052012100121320 0050501134601594603049211700119332 1010201274901764503048213700139365 3080110488174066218701201994502005061378 27.3 0.0 72.7 0.0 0.0 73.7 26.3 0.0 94.0 0.0 6.0 0.0 0.8 99.2 0.0 0.0 0.375 0.000 0.400 0.000 0.550 0.000 0.847 0.888 0.000 0.904 0.954 0.000 1.000 0.000 0.957 0.500 0.916 0.000 0.000 0.910 0.944 3080110485171065618201201944492004961357 100.0 0.0 100.0 0.0 100.0 0.0 99.4 98.3 0.0 99.1 97.3 0.0 100.0 0.0 97.5 100.0 98.0 0.0 0.0 98.0 98.5 000000330650005010001021 0.0 0.0 0.0 0.0 0.0 0.0 0.6 1.7 0.0 0.9 2.7 0.0 0.0 0.0 2.5 0.0 2.0 0.0 0.0 2.0 1.5 3080110485171065618201201944492004961357 000000330650005010001021 3080110488174066218701201994502005061378 0 682 175 500 1357 0  153321 0 697 178 503 1378  from North from East  from South from West Approach % Grand Total West Main StreetPine StreetBarnstable High School Driveway West Main Street 5:00 PM 5:15 PM 5:30 PM Heavy Vehicles Exiting Leg Total % Cars Cars 4:15 PM 4:30 PM 4:45 PM Total 4:00 PM Total West Main StreetPine Street  from South from West Total Total Exiting Leg 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Volume % Approach Total PHF Cars Cars % Heavy Vehicles Heavy Vehicles %  Cars Enter Leg Total Entering Leg Cars Exiting Leg 4:00 PM Barnstable High School Driveway  from North from East West Main Street Exiting Leg Total Total %     5:45 PM Total Exiting Leg Total % Heavy Vehicles Cars and Heavy Vehicles (Combined) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Class: 207610 CC N: Barnstable High School Driveway S: Pine Street   E: West Main Street W: West Main Street   Hyannis, MA VHB/ M. Duranleau TBA Thursday, September 3, 2020 4:00 PM 6:00 PM Heavy Enter Leg Heavy Exiting Leg   Peak Hour Analysis from 04:00 PM to 06:00 PM begins at:  Page 1 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 0010101423801804603049012300123353 2010301034001434803051011900119316 0050501134401574403047211400116325 1010201274901764403047213600138363 3080110485171065618201201944492004961357 0000001443901833401035212300125343 0000001213801594103044111110113316 000000985001483303036010910110294 101021982511253511037111140116280 10102146115216151431801524454604641233 409013194632311271 325 1 20 0 346 8 946 6 0 960 2590 30.8 0.0 69.2 0.0 0.1 74.4 25.4 0.1 93.9 0.3 5.8 0.0 0.8 98.5 0.6 0.0 0.2 0.0 0.3 0.0 0.5 0.0 36.5 12.5 0.0 49.1 12.5 0.0 0.8 0.0 13.4 0.3 36.5 0.2 0.0 37.1 8 1281 331 970 2590 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 0010101423801804603049012300123353 2010301034001434803051011900119316 0050501134401574403047211400116325 1010201274901764403047213600138363 3080110485171065618201201944492004961357 27.3 0.0 72.7 0.0 0.0 73.9 26.1 0.0 93.8 0.0 6.2 0.0 0.8 99.2 0.0 0.0 0.375 0.000 0.400 0.000 0.550 0.000 0.854 0.872 0.000 0.911 0.948 0.000 1.000 0.000 0.951 0.500 0.904 0.000 0.000 0.899 0.935 3080110485171065618201201944492004961357 0 682 175 500 1357 11 1338 369 996 2714 Total Grand Total Approach % Total % Exiting Leg Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Total 4:30 PM 4:45 PM Total 4:00 PM 4:15 PM Class:   Barnstable High School Driveway Cars PDI File #: Location: Location: City, State: West Main Street Client: Site Code: Count Date: Start Time: End Time: West Main StreetPine Street 207610 CC N: Barnstable High School Driveway S: Pine Street   E: West Main Street W: West Main Street   Hyannis, MA VHB/ M. Duranleau TBA Thursday, September 3, 2020 4:00 PM 6:00 PM Pine Street West Main Street from North from East  from South from West 4:00 PM Barnstable High School Driveway West Main Street Entering Leg Exiting Leg Total   4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Volume % Approach Total PHF Peak Hour Analysis from 04:00 PM to 06:00 PM begins at:  from North from East  from South from West Page 2 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000210310001040048 000000100110001020024 000000020220002030037 000000000010001010012 000000330650005010001021 000000010110001030035 000000110200000010013 000000000010001020023 000000100110001010013 0000002204300030700714 0000005501080008017001735 0.0 0.0 0.0 0.0 0.0 50.0 50.0 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.3 14.3 0.0 28.6 22.9 0.0 0.0 0.0 22.9 0.0 48.6 0.0 0.0 48.6 0255535 000000120310001020026 0.0 0.0 0.0 0.0 0.0 0.0 20.0 40.0 0.0 30.0 12.5 0.0 0.0 0.0 12.5 0.0 11.8 0.0 0.0 11.8 17.1 03216 000000320570007013001325 0.0 0.0 0.0 0.0 0.0 0.0 60.0 40.0 0.0 50.0 87.5 0.0 0.0 0.0 87.5 0.0 76.5 0.0 0.0 76.5 71.4 0202325 000000110200000020024 0.0 0.0 0.0 0.0 0.0 0.0 20.0 20.0 0.0 20.0 0.0 0.0 0.0 0.0 0.0 0.0 11.8 0.0 0.0 11.8 11.4 02114  Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000210310001040048 000000100110001020024 000000020220002030037 000000000010001010012 000000330650005010001021 0.0 0.0 0.0 0.0 0.0 50.0 50.0 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.375 0.375 0.000 0.500 0.625 0.000 0.000 0.000 0.625 0.000 0.625 0.000 0.000 0.625 0.656 000000120310001010015 0.0 0.0 0.0 0.0 0.0 0.0 33.3 66.7 0.0 50.0 20.0 0.0 0.0 0.0 20.0 0.0 10.0 0.0 0.0 10.0 23.8 0000001102400040800814 0.0 0.0 0.0 0.0 0.0 0.0 33.3 33.3 0.0 33.3 80.0 0.0 0.0 0.0 80.0 0.0 80.0 0.0 0.0 80.0 66.7 000000100100000010012 0.0 0.0 0.0 0.0 0.0 0.0 33.3 0.0 0.0 16.7 0.0 0.0 0.0 0.0 0.0 0.0 10.0 0.0 0.0 10.0 9.5 000000120310001010015 0000001102400040800814 000000100100000010012 000000330650005010001021 02215 0  121114 01012 0153321 Buses Single‐Unit Trucks Articulated Trucks Total Exiting Leg Articulated %  Buses Single‐Unit Trucks Articulated Trucks Total Entering Leg   Buses Buses % Single‐Unit Trucks Single‐Unit % Articulated Trucks 4:15 PM 4:30 PM 4:45 PM Total Volume % Approach Total PHF from West Total 4:00 PM Pine Street West Main Street  from North from East  from South 4:00 PM Barnstable High School Driveway West Main Street Peak Hour Analysis from 04:00 PM to 06:00 PM begins at:  % Single‐Unit Exiting Leg Total Articulated Trucks % Articulated Exiting Leg Total Exiting Leg Total Buses % Buses Exiting Leg Total Single‐Unit Trucks Grand Total Approach % Total % 5:45 PM Total 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 4:00 PM 4:15 PM 4:30 PM 4:00 PM End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ M. Duranleau Site Code:TBA West Main Street from East  from South from West Pine Street  from North Total PDI File #:207610 CC Location:N: Barnstable High School Driveway S: Pine Street   Location:E: West Main Street W: West Main Street    Barnstable High School Driveway West Main Street Class:Heavy Vehicles‐Combined (Buses, Single‐Unit Trucks, Articulated Trucks) Count Date:Thursday, September 3, 2020 Start Time: Page 3 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000100100000000001 000000000000000000000 000000020210001010014 000000000000000000000 000000120310001010015 000000000000000010011 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000010011 000000120310001020026 0.0 0.0 0.0 0.0 0.0 33.3 66.7 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 16.7 33.3 0.0 50.0 16.7 0.0 0.0 0.0 16.7 0.0 33.3 0.0 0.0 33.3 03216 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000100100000000001 000000000000000000000 000000020210001010014 000000000000000000000 000000120310001010015 0.0 0.0 0.0 0.0 0.0 33.3 66.7 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.250 0.000 0.375 0.250 0.000 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.250 0.313 000000120310001010015 02215 053210 PDI File #:207610 CC Location:N: Barnstable High School Driveway S: Pine Street   Location:E: West Main Street W: West Main Street   Count Date:Thursday, September 3, 2020 Start Time:4:00 PM End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ M. Duranleau Site Code:TBA Class:Buses  Barnstable High School Driveway West Main Street Pine Street West Main Street Total 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 4:00 PM 4:15 PM 4:30 PM 5:45 PM Total Exiting Leg Total Grand Total Approach % Total % 4:00 PM Barnstable High School Driveway  from South from West West Main Street Pine Street West Main Street Peak Hour Analysis from 04:00 PM to 06:00 PM begins at:  Total Total Volume % Approach Total PHF Entering Leg Exiting Leg Total  4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from East  from North from East  from South from West Page 4 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000010110001040046 000000100110001010013 000000000010001020023 000000000010001010012 0000001102400040800814 000000000010001020023 000000110200000010013 000000000010001010012 000000100110001010013 0000002103300030500511 000000320570007013001325 0.0 0.0 0.0 0.0 0.0 60.0 40.0 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12.0 8.0 0.0 20.0 28.0 0.0 0.0 0.0 28.0 0.0 52.0 0.0 0.0 52.0 0202325 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000010110001040046 000000100110001010013 000000000010001020023 000000000010001010012 0000001102400040800814 0.0 0.0 0.0 0.0 0.0 50.0 50.0 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.250 0.000 0.500 1.000 0.000 0.000 0.000 1.000 0.000 0.500 0.000 0.000 0.500 0.583 0000001102400040800814 0121114 0145928Total Total Volume % Approach Total PHF Entering Leg Exiting Leg Total  4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from East  from South from West West Main Street Pine Street West Main Street4:00 PM Barnstable High School Driveway Exiting Leg Total Grand Total Approach % Total % 5:45 PM Total 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 4:00 PM 4:15 PM 4:30 PM Total Class:Single‐Unit Trucks  Barnstable High School Driveway West Main Street Pine Street West Main Street Peak Hour Analysis from 04:00 PM to 06:00 PM begins at:  PDI File #:207610 CC Location:N: Barnstable High School Driveway S: Pine Street   Location:E: West Main Street W: West Main Street   Count Date:Thursday, September 3, 2020 Start Time:4:00 PM End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ M. Duranleau Site Code:TBA  from North from East  from South from West Page 5 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000100100000000001 000000000000000010011 000000000000000000000 000000000000000000000 000000100100000010012 000000010100000000001 000000000000000000000 000000000000000010011 000000000000000000000 000000010100000010012 000000110200000020024 0.0 0.0 0.0 0.0 0.0 50.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 25.0 25.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.0 0.0 50.0 02114 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000100100000000001 000000000000000010011 000000000000000000000 000000000000000000000 000000100100000010012 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.250 0.500 000000100100000010012 01012 02024Total Total Volume % Approach Total PHF Entering Leg Exiting Leg Total  4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from East  from South from West West Main Street Pine Street West Main Street4:00 PM Barnstable High School Driveway Exiting Leg Total Grand Total Approach % Total % 5:45 PM Total 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 4:00 PM 4:15 PM 4:30 PM Total Class:Articulated Trucks  Barnstable High School Driveway West Main Street Pine Street West Main Street Peak Hour Analysis from 04:00 PM to 06:00 PM begins at:  PDI File #:207610 CC Location:N: Barnstable High School Driveway S: Pine Street   Location:E: West Main Street W: West Main Street   Count Date:Thursday, September 3, 2020 Start Time:4:00 PM End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ M. Duranleau Site Code:TBA  from North from East  from South from West Page 6 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com   Right Thru Left U‐Turn CW‐EB CW‐WB Total Right Thru Left U‐Turn CW‐SB CW‐NB Total Right Thru Left U‐Turn CW‐WB CW‐EB Total Right Thru Left U‐Turn CW‐NB CW‐SB Total 0000000000000000000000000000 0 0000000000000000000000100001 1 0000000000000000000000000000 0 0000011000000000000000000000 1 0000011000000000000000100001 2 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000011000000000000000100001 2 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 50.0 11002 Right Thru Left U‐Turn CW‐EB CW‐WB Total Right Thru Left U‐Turn CW‐SB CW‐NB Total Right Thru Left U‐Turn CW‐WB CW‐EB Total Right Thru Left U‐Turn CW‐NB CW‐SB Total 0000000000000000000000000000 0 0000000000000000000000100001 1 0000000000000000000000000000 0 0000011000000000000000000000 1 0000011000000000000000100001 2 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 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 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.500 0000011000000000000000100001 2 11002 21014 Total Barnstable High School Driveway West Main Street Pine Street Total West Main Street 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM Total Grand Total Approach % Total % Exiting Leg Total from West   4:00 PM 4:15 PM Pine Street West Main Street from North from East from South 4:00 PM Barnstable High School Driveway West Main Street Entering Leg Exiting Leg Total 4:30 PM 4:45 PM Total Volume % Approach Total PHF Class: 207610 CC N: Barnstable High School Driveway S: Pine Street   E: West Main Street W: West Main Street   Hyannis, MA VHB/ M. Duranleau TBA Thursday, September 3, 2020 4:00 PM 6:00 PM Bicycles (on Roadway and Crosswalks) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time:     from North from East from South from West Peak Hour Analysis from 04:00 PM to 06:00 PM begins at:  Page 7 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn CW‐EB CW‐WB Total Right Thru Left U‐Turn CW‐SB CW‐NB Total Right Thru Left U‐Turn CW‐WB CW‐EB Total Right Thru Left U‐Turn CW‐NB CW‐SB Total 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000110000000 1 0000101000000000000000000000 1 0000011000000000002130000000 4 0000101000000000000000000101 2 0000213000000000002240000101 8 0000213000000000002240000101 8 000066.733.3 000000 00005050 00001000 00002512.537.500000000000252550000012.5012.5 30418 Right Thru Left U‐Turn CW‐EB CW‐WB Total Right Thru Left U‐Turn CW‐SB CW‐NB Total Right Thru Left U‐Turn CW‐WB CW‐EB Total Right Thru Left U‐Turn CW‐NB CW‐SB Total 0000000000000000000110000000 1 0000101000000000000000000000 1 0000011000000000002130000000 4 0000101000000000000000000101 2 0000213000000000002240000101 8 0.0 0.0 0.0 0.0 66.7 33.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 50.0 0.0 0.0 0.0 0.0 100.0 0.0 0.000 0.000 0.000 0.000 0.500 0.250 0.750 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.500 0.333 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.500 0000213000000000002240000101 8 30418 608216 Entering Leg Exiting Leg Total 5:15 PM 5:30 PM 5:45 PM Total Volume % Approach Total PHF from West Total  5:00 PM Pine Street West Main Street from North from East from South 5:00 PM Barnstable High School Driveway West Main Street Peak Hour Analysis from 04:00 PM to 06:00 PM begins at:  Grand Total Approach % Total % Exiting Leg Total Total 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM Barnstable High School Driveway West Main Street Pine Street Total West Main Street  from North from East Count Date: Start Time: End Time: Class: 207610 CC N: Barnstable High School Driveway S: Pine Street   E: West Main Street W: West Main Street   Hyannis, MA VHB/ M. Duranleau TBA Thursday, September 3, 2020 4:00 PM 6:00 PM Pedestrians PDI File #: Location: Location: City, State: Client: Site Code: from South from West Page 8 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com 751 West Main Street Traffic Impact and Access Study Attachments Seasonal Adjustment Factors Page 16 2018 Traffic Counting Report 5.2. SEASONAL ADJUSTMENT FACTORS Using the data collected from the permanent traffic counting stations, MassDOT determines the seasonal adjustment factors for the next year. These factors indicate relative traffic volumes throughout the year. For example, weekday traffic in January is approximately half the weekday traffic in July. By multiplying by the Average Daily Traffic (ADT) of a traffic count by a seasonal adjustment factor, an estimate of annual ADT can be produced for that location. ADT volumes from all months can in this way be converted into annual ADT volumes and properly compared. The seasonal adjustment factors only produce an estimate of annual ADT for several reasons. First, the adjustment factors for 2012 and subsequent years are based on 2010 data, since MassDOT has not supplied monthly adjustment factors since 2011. Moreover, the permanent stations are located on state highways. Seasonal traffic fluctuations may be different on local roadways and streets. Also, none of the permanent stations are located east of Yarmouth. This is significant because seasonal traffic fluctuations are generally greater in areas with higher seasonal population changes, such as the Outer Cape. For a complete listing of all seasonal adjustment factors from 1983-2011, please see the table on the following page. 2018 Traffic Counting Report Page 17 Table 5: Monthly Adjustment Factors for Cape Cod Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 2011* 1.26 1.25 1.20 1.06 0.96 0.89 0.76 0.76 0.92 0.99 1.08 1.14 2010 1.26 1.25 1.19 1.08 0.95 0.88 0.77 0.76 0.93 1.00 1.08 1.15 2009 1.26 1.25 1.19 1.08 0.95 0.88 0.77 0.76 0.93 1.00 1.08 1.15 2008 1.21 1.25 1.19 1.08 0.96 0.89 0.78 0.76 0.93 1.00 1.07 1.14 2007 1.25 1.21 1.17 1.06 0.96 0.86 0.78 0.79 0.93 1.00 1.08 1.14 2006 1.26 1.20 1.18 1.04 0.96 0.86 0.78 0.79 0.93 0.99 1.07 1.12 2005 1.27 1.23 1.18 1.06 0.96 0.85 0.77 0.78 0.93 0.99 1.08 1.15 2004 1.27 1.23 1.18 1.06 0.96 0.85 0.77 0.78 0.93 0.99 1.08 1.15 2003 1.29 1.23 1.16 1.06 0.99 0.87 0.79 0.77 0.95 0.99 1.07 1.14 2002 1.30 1.24 1.16 1.06 0.98 0.86 0.79 0.78 0.93 0.97 1.08 1.14 2001 1.34 1.27 1.18 1.06 0.97 0.86 0.78 0.78 0.94 0.97 1.08 1.13 2000 1.37 1.28 1.20 1.07 0.96 0.87 0.77 0.78 0.93 0.97 1.09 1.14 1999 1.37 1.29 1.23 1.09 0.96 0.87 0.76 0.77 0.94 0.99 1.10 1.15 1998 1.39 1.27 1.23 1.11 0.95 0.87 0.76 0.76 0.93 0.99 1.10 1.16 1997 1.38 1.29 1.22 1.10 0.96 0.86 0.76 0.75 0.92 0.99 1.10 1.19 1996 1.41 1.30 1.22 1.07 0.96 0.86 0.75 0.75 0.91 0.99 1.10 1.19 1995 1.36 1.33 1.24 1.07 0.97 0.86 0.75 0.75 0.90 0.99 1.10 1.19 1994 1.35 1.31 1.25 1.06 0.93 0.86 0.73 0.74 0.89 0.97 1.09 1.15 1993 1.35 1.30 1.24 1.07 0.92 0.85 0.75 0.75 0.90 0.99 1.10 1.17 1992 1.37 1.32 1.29 1.08 0.94 0.87 0.75 0.76 0.90 1.01 1.14 1.21 1991 1.39 1.30 1.22 1.08 0.94 0.87 0.76 0.77 0.95 1.02 1.12 1.20 1990 1.31 1.26 1.16 1.06 0.96 0.85 0.73 0.74 0.94 0.99 1.10 1.22 1989 1.37 1.38 1.25 1.13 0.99 0.89 0.72 0.73 0.94 1.03 1.15 1.17 1988 1.38 1.30 1.21 1.10 0.99 0.83 0.72 0.73 0.91 1.02 1.11 1.15 1987 1.40 1.39 1.23 1.10 0.94 0.85 0.71 0.73 0.96 1.02 1.18 1.25 1986 1.35 1.31 1.21 1.09 1.05 0.84 0.73 0.75 0.96 1.04 1.17 1.22 1985 1.31 1.26 1.17 1.07 0.96 0.92 0.84 0.83 0.97 0.97 1.14 1.16 1984 1.55 1.36 1.46 1.12 1.03 0.85 0.73 0.73 0.94 1.07 1.14 1.24 1983 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 751 West Main Street Traffic Impact and Access Study Attachments Public Transit Schedules The Sandwich Line June 26 through September 6, 2021 MONDAY THROUGH FRIDAY www.capecodrta.org The Sandwich Line September 7, 2021 - January 21, 2022 MONDAY THROUGH FRIDAY www.capecodrta.org 751 West Main Street Traffic Impact and Access Study Attachments Crash Data 751 West Main StreetHyannis, MassachusettsCrash Data15053.00Crash Number City Town Name Crash Date Crash Severity Crash TimeMax Injury Severity ReportedNumber of Vehicles Police Agency Type Driver Contributing Circumstances (All Drivers)Light Conditions Manner of CollisionNon‐Motorist Type (All Persons)Road Surface ConditionVehicle Actions Prior to Crash (All Vehicles) Vehicle Configuration (All Vehicles)Vehicle Travel Directions (All Vehicles)Weather ConditionsStreet Number RoadwayNear Intersection Roadway3748535 BARNSTABLE 2/25/2014 Non‐fatal injury 2:15 PMNon‐fatal injury ‐ Non‐incapacitating 2 Local policeD1: (Followed too closely)  / D2: (No improper driving) Daylight Rear‐end DryV1: Travelling straight ahead / V2: Slowing or stopped in trafficV1:(Passenger car) / V2:(Light truck(van, mini‐van, pickup, sport utility)) V1: E  / V2: E Clear 751 WEST MAIN ST3754199 BARNSTABLE 3/3/2014 Property damage only (none injured) 7:42 AM No injury 3 Local policesurface, vehicle, object, non‐motorist in roadway, etc)  / D2: (No improper driving)  / D3: (No improper driving) Daylight Angle SnowV1: Travelling straight ahead / V2: Other / V3: Travelling straight aheadV1:(Light truck(van, mini‐van, pickup, sport utility)) / V2:(Passenger car) / V3:(Passenger car)V1: E  / V2: N  / V3: ESnow/Cloudy 751 WEST MAIN ST4089752 BARNSTABLE 9/26/2015 Property damage only (none injured) 10:13 PM No injury 2 Local policeD1: (Physical impairment),(Operating vehicle in erratic, reckless, careless, negligent or aggressive manner)  / D2: (No improper driving) Dark ‐ lighted roadway Rear‐end DryV1: Travelling straight ahead / V2: Slowing or stopped in traffic V1:(Passenger car) / V2:(Passenger car) V1: W  / V2: W Clear 751 WEST MAIN ST4246698 BARNSTABLE 9/11/2016 Property damage only (none injured) 10:41 PM No injury 1 Local police D1: (Unknown) Dark ‐ lighted roadway Single vehicle crash Dry V1: Travelling straight ahead V1:(Passenger car) V1: E Clear 751 WEST MAIN ST4385096 BARNSTABLE 6/20/2017 Property damage only (none injured) 8:08 AM No injury 2 Local policeD1: (No improper driving)  / D2: (No improper driving) Daylight Rear‐end DryV1: Travelling straight ahead / V2: Travelling straight ahead V1:(Passenger car) / V2:(Passenger car) V1: E  / V2: E Clear 751 WEST MAIN STWest Main Street at Site Driveways\\vhb\gbl\proj\Wat‐TS\15053.00 Couto DD Drive Thru\tech\Crash Data\2014‐2018\Crash Data_2014‐2018VHB 751 West Main StreetHyannis, MassachusettsCrash Data15053.00Crash Number City Town Name Crash Date Crash Severity Crash TimeMax Injury Severity ReportedNumber of Vehicles Police Agency Type Driver Contributing Circumstances (All Drivers)Light Conditions Manner of CollisionNon‐Motorist Type (All Persons)Road Surface ConditionVehicle Actions Prior to Crash (All Vehicles) Vehicle Configuration (All Vehicles)Vehicle Travel Directions (All Vehicles)Weather ConditionsStreet Number RoadwayNear Intersection Roadway3714232 BARNSTABLE 1/6/2014 Property damage only (none injured) 9:22 AM No injury 2 Local policeD1: (Failed to yield right of way)  / D2: (No improper driving) Daylight Angle WetV1: Entering traffic lane / V2: Travelling straight aheadV1:(Passenger car) / V2:(Light truck(van, mini‐van, pickup, sport utility)) V1: S  / V2: ERain/Fog, smog, smoke 700 WEST MAIN ST PINE STREET3833797 BARNSTABLE 5/29/2014 Property damage only (none injured) 3:32 PM No injury 2 Local policeD1: (Operating defective equipment)  / D2: (No improper driving) Daylight Rear‐end DryV1: Travelling straight ahead / V2: Slowing or stopped in trafficV1:(Passenger car) / V2:(Light truck(van, mini‐van, pickup, sport utility)) V1: E  / V2: E Clear 700 WEST MAIN ST3898519 BARNSTABLE 8/2/2014 Non‐fatal injury 4:43 PMNon‐fatal injury ‐ Non‐incapacitating 2 Local policeD1: (Failed to yield right of way)  / D2: (No improper driving) DaylightSideswipe, opposite direction WetV1: Turning left / V2: Travelling straight ahead V1:(Passenger car) / V2:(Passenger car) V1: W  / V2: ECloudy/Rain WEST MAIN STREET / PINE STREET3955513 BARNSTABLE 9/16/2014 Property damage only (none injured) 2:27 PM No injury 2 Local policeD1: (No improper driving)  / D2: (No improper driving) Daylight Angle DryV1: Slowing or stopped in traffic / V2: Turning right V1:(Passenger car) / V2:(Passenger car) V1: N  / V2: EClear PINE STREET CENTERVILLE / WEST MAIN STREET3997871 BARNSTABLE 1/17/2015 Property damage only (none injured) 1:23 AM No injury 1 Local policeD1: (Swerving or avoiding due to wind, slippery surface, vehicle, object, non‐motorist in roadway, etc) Dark ‐ lighted roadway Single vehicle crash Dry V1: Travelling straight ahead V1:(Passenger car) V1: EClear PINE STREET CENTERVILLE WEST MAIN STREET4025943 BARNSTABLE 3/25/2015 Property damage only (none injured) 7:10 AM No injury 2 Local police D1: (Inattention)  / D2: (No improper driving) DaylightSideswipe, same direction DryV1: Entering traffic lane / V2: Travelling straight aheadV1:(Light truck(van, mini‐van, pickup, sport utility)) / V2:(Passenger car) V1: S  / V2: E Clear 700 WEST MAIN ST4050164 BARNSTABLE 6/5/2015 Property damage only (none injured) 2:48 PM No injury 2 Local police D1: (Inattention)  / D2: (No improper driving) Daylight Rear‐end Dry V1: Turning right / V2: Turning right V1:(Passenger car) / V2:(Passenger car) V1: E  / V2: W Clear 700 WEST MAIN ST4064309 BARNSTABLE 7/4/2015 Non‐fatal injury 11:41 AMNon‐fatal injury ‐ Possible 2 Local policeD1: (Failed to yield right of way)  / D2: (No improper driving) Daylight Angle DryV1: Travelling straight ahead / V2: Travelling straight ahead V1:(Passenger car) / V2:(Passenger car) V1: N  / V2: W Cloudy WEST MAIN ST / PINE ST4112078 BARNSTABLE 11/5/2015 Property damage only (none injured) 2:31 PM No injury 2 Local policeD1: (No improper driving)  / D2: (Failed to yield right of way),(Inattention) Daylight Angle DryV1: Travelling straight ahead / V2: Entering traffic lane V1:(Passenger car) / V2:(Passenger car) V1: W  / V2: W Clear 744 WEST MAIN STREET PINE STREET4126582 BARNSTABLE 12/23/2015 Property damage only (none injured) 2:11 PM No injury 2 Local policeD1: (Failed to yield right of way)  / D2: (No improper driving) Daylight Angle DryV1: Travelling straight ahead / V2: Travelling straight ahead V1:(Passenger car) / V2:(Passenger car) V1: N  / V2: W Cloudy 700 WEST MAIN ST4207595 BARNSTABLE 6/19/2016 Property damage only (none injured) 3:53 PM No injury 2 Local policeD1: (Inattention),(Visibility obstructed)  / D2: (No improper driving) Daylight Angle DryV1: Travelling straight ahead / V2: Travelling straight aheadV1:(Passenger car) / V2:(Light truck(van, mini‐van, pickup, sport utility)) V1: N  / V2: WClear PINE ST / WEST MAIN ST4298949 BARNSTABLE 12/7/2016 Property damage only (none injured) 2:21 PM No injury 3 Local policeD1: (No improper driving)  / D2: (No improper driving)  / D3: (Unknown) Daylight Rear‐end WetV1: Entering traffic lane / V2: Slowing or stopped in traffic / V3: Travelling straight aheadV1:(Passenger car) / V2:(Bus (seats for 16 or more, including driver)) / V3:(Light truck(van, mini‐van, pickup, sport utility))V1: S  / V2: W  / V3: W Cloudy WEST MAIN STREET / PINE STREET4398942 BARNSTABLE 7/20/2017 Non‐fatal injury 3:06 PMNon‐fatal injury ‐ Non‐incapacitating 2 Local policeD1: (No improper driving)  / D2: (Visibility obstructed) Daylight Angle DryV1: Travelling straight ahead / V2: Entering traffic lane V1:(Passenger car) / V2:(Passenger car) V1: W  / V2: NClear PINE ST / WEST MAIN ST4410362 BARNSTABLE 7/18/2017 Property damage only (none injured) 5:32 PM No injury 2 Local policeD1: (No improper driving)  / D2: (Failed to yield right of way) Daylight Angle DryV1: Travelling straight ahead / V2: Turning left V1:(Passenger car) / V2:(Passenger car) V1: E  / V2: SClear WEST MAIN ST / PINE ST4466458 BARNSTABLE 12/9/2017 Property damage only (none injured) 1:36 PM No injury 2 Local police D1: (No improper driving)  / D2: (Inattention) Daylight Rear‐end WetV1: Slowing or stopped in traffic / V2: Slowing or stopped in traffic V1:(Passenger car) / V2:(Passenger car) V1: N  / V2: Nhail (freezing rain or 700 WEST MAIN ST4473984 BARNSTABLE 12/19/2017 Property damage only (none injured) 2:14 PM No injury 2 Local policeD1: (Followed too closely)  / D2: (No improper driving) Daylight Rear‐end DryV1: Turning right / V2: Slowing or stopped in traffic V1:(Passenger car) / V2:(Passenger car) V1: E  / V2: EClear/Other WEST MAIN ST / PINE ST4481193 BARNSTABLE 1/2/2018 Property damage only (none injured) 2:18 PM No injury 2 Local policeD1: (Failed to yield right of way)  / D2: (No improper driving) Daylight Angle DryV1: Entering traffic lane / V2: Travelling straight ahead V1:(Passenger car) / V2:(Passenger car) V1: S  / V2: EClear PINE STREET / WEST MAIN STREET / UNNAMED ROAD4496611 BARNSTABLE 2/2/2018 Property damage only (none injured) 6:58 AM No injury 2 Local police D1: (No improper driving)  / D2: (Unknown) Daylight Head‐on WetV1: Travelling straight ahead / V2: Turning left V1:(Passenger car) / V2:(Passenger car) V1: E  / V2: ERain/Snow 700 WEST MAIN ST4563507 BARNSTABLE 7/9/2018 Non‐fatal injury 11:13 AMNon‐fatal injury ‐ Non‐incapacitating 4 Local policeD1: (No improper driving)  / D2: (Failed to yield right of way)  / D3: (No improper driving)  / D4: (No improper driving) Daylight Angle DryV1: Travelling straight ahead / V2: Turning left / V3: Slowing or stopped in traffic / V4: Slowing or stopped in trafficV1:(Passenger car) / V2:(Passenger car) / V3:(Passenger car) / V4:(Light truck(van, mini‐van, pickup, sport utility))V1: E  / V2: N  / V3: W  / V4: WClear WEST MAIN ST / PINE ST4578587 BARNSTABLE 8/2/2018 Non‐fatal injury 4:52 PMNon‐fatal injury ‐ Possible 2 Local policeD1: (Failed to yield right of way),(Inattention)  / D2: (No improper driving) Daylight Angle DryV1: Travelling straight ahead / V2: Travelling straight ahead V1:(Passenger car) / V2:(Passenger car) V1: S  / V2: EClear PINE ST / WEST MAIN STWest Main Street at Pine Street / Barnstable High School Driveway\\vhb\gbl\proj\Wat‐TS\15053.00 Couto DD Drive Thru\tech\Crash Data\2014‐2018\Crash Data_2014‐2018VHB  CITY/TOWN : Hyannis COUNT DATE :  DISTRICT : 5 UNSIGNALIZED :X SIGNALIZED : 0.57 0.75 ~  INTERSECTION  DATA  ~  MAJOR STREET :West Main Street  MINOR STREET(S) :751 West Main Street Driveways North W Main Street W Main Street 751 W Main St West Dwy 751 W Main St East Dwy PEAK HOUR VOLUMES 12345 NEB NWB EB WB 10 2 495 521 1,028   0.090 11,422 5# OF YEARS :5AVERAGE # OF CRASHES PER  YEAR ( A ) :1.00 0.24 RATE  = Comments :  MassDOT Crash Data (2014‐2018) Project Title & Date: 15053.00 751 West Main Street, Hyannis, MA TOTAL # OF CRASHES : CRASH RATE CALCULATION :( A * 1,000,000 )                          (  V  * 365 ) APPROACH :Total Peak  Hourly  Approach  VolumeDIRECTION : PEAK HOURLY VOLUMES  (AM/PM) : " K "  FACTOR :INTERSECTION ADT ( V ) =  TOTAL DAILY APPROACH VOLUME : (Label Approaches) INTERSECTION CRASH RATE WORKSHEET September 2020 INTERSECTION DIAGRAM  CITY/TOWN : Hyannis COUNT DATE :  DISTRICT : 5 UNSIGNALIZED :X SIGNALIZED : 0.57 0.75 ~  INTERSECTION  DATA  ~  MAJOR STREET :West Main Street  MINOR STREET(S) :Pine Street / Barnstable High School Driveway North Barnstable HS Dwy W Main Street W Main Street Pine Street PEAK HOUR VOLUMES 12345 NB SB EB WB 180 6 501 685 1,372   0.090 15,244 20 # OF YEARS :5AVERAGE # OF CRASHES PER  YEAR ( A ) :4.00 0.72 RATE  = Comments :  MassDOT Crash Data (2014‐2018) Project Title & Date: 15053.00 751 West Main Street, Hyannis, MA (Label Approaches) INTERSECTION CRASH RATE WORKSHEET September 2020 INTERSECTION DIAGRAM TOTAL # OF CRASHES : CRASH RATE CALCULATION :( A * 1,000,000 )                          (  V  * 365 ) APPROACH :Total Peak  Hourly  Approach  VolumeDIRECTION : PEAK HOURLY VOLUMES  (AM/PM) : " K "  FACTOR :INTERSECTION ADT ( V ) =  TOTAL DAILY APPROACH VOLUME : 751 West Main Street Traffic Impact and Access Study Attachments Historic Growth Data 2018 Traffic Counting Report Page 23 7.2. CAPE-WIDE TRAFFIC The chart below shows ten-year moving average traffic growth beginning the period 1988-1998. This chart has been updated using an improved methodology as compared to previous traffic counting reports. After several periods of positive growth, declines began in the period 1998- 2008. The ten-year period between 2008 and 2018 shows a third period in a row with ten-year positive growth. In 1999-2009, we see the most severe 10-year drop in traffic volumes since the CCC has been keeping track of the statistic (-9.64%). While one may be tempted to assume this means traffic has decreased in 2009 since 2008, it is important to remember that the 10-year period ending in 2008 includes comparisons beginning with 1998 – a year that had significantly lower traffic volumes than the year 1999. 1999 volumes are included in the 10-year analysis for 1999-2009 and contribute to the 10-year decline Figure 4: Percentage Change for 10-Year Periods -15 -10 -5 0 5 10 15 20 1988-19981989-19991990-20001991-20011992-20021993-20031994-20041995-20051996-20061997-20071998-20081999-20092000-20102001-20112002-20122003-20132004-20142005-20152006-20162007-20172008-2018Percent Change Page 24 2018 Traffic Counting Report for the period. Cape-wide traffic actually increased from 2008 to 2009 by 2.9%. The following table shows the growth rates for various sub-regions and roads of Cape Cod over a 10-year period. The average annual growth rate between 2008 and 2018 is 0.44% for all of Cape Cod. From 2008 to 2018 all four regions on Cape Cod showed positive growth. All four regions showed positive one-year growth, with the highest being the Outer-Cape. Table 8: Cape Cod Summer Traffic Growth by Subregion Region* Number of Comparisons** 10-Year Total Growth (%) 10-Year Annual Average Growth Rate (%) One-Year Growth Rate 2017-2018 (%) Upper Cape 168 5.59 0.54 3.85 Mid-Cape 152 2.70 0.26 1.26 Lower Cape 120 3.65 0.35 1.84 Outer Cape 81 8.80 0.84 4.66 All Roads 518 4.54 0.44 2.92 *Upper = Bourne, Sandwich, Falmouth, Mashpee | Mid = Barnstable, Yarmouth, Dennis Lower = Harwich, Chatham, Brewster, Orleans | Outer = Eastham, Wellfleet, Truro, Provincetown ** Corresponds to ten-year analysis only Regarding the modest traffic volume change from 2008 to 2018 (0.44% per year), it is unclear what is responsible for the stagnation. The Cape- wide population has shown a moderate decline during a portion this time period (see following table), but conventional trip generators (commercial establishments, residences, etc.) have not been reduced. 2018 Traffic Counting Report Page 25 Table 9: Barnstable County Population Estimate 1990 2000 2010 % Change 2000-2010 Population 186,605 222,230 215,888 -2.85% Source: U.S. Census Bureau, Census 2010, Census 2000, Census 1990 Figure 5: Sub regions’ 10-year Average Annual Growth Rate (%) 0.84 0.35 0.26 0.54 0.44 751 West Main Street Traffic Impact and Access Study Attachments Background Development-Generated Trip Calculations 751 West Main Street Hyannis, Massachusetts Background Project-Generated Trips Dollar General - 326 West Main Street Time Period Trip Generation Summary Trip Assignment 3 Net Gross Pass-By Vehicle to/from to/from Trips Trips 2 Trips east west Weekday Morning Peak Hour 25% Enter 21 5 16 8 8 Exit 21 5 16 8 8 Total 42 10 32 16 16 Weekday Evening Peak Hour 34% Enter 34 11 23 11 12 Exit 34 11 23 11 12 Total 69 22 47 22 24 1 Trip generation estimate based on ITE LUC 814 (Variety Store) for 9,300 sf using average rates. 2 Pass-By rates applied based on LUC 820 (Shopping Center) due to lack of pass-by data for LUC 814. 3 Assume 50/50 split between east and west on West Main Street based on ATR presented in Table 1. To be conservative, assume all trips to/from the west will travel past the Site at 751 W Main Street Dollar General 1 Dollar General \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\ssheets\Trip Generation_W Main Street VHB 751 West Main Street Hyannis, Massachusetts ITE TRIP GENERATION WORKSHEET (10th Edition, Updated 2017)Background Project - Dollar General at 326 W Main Street (Variety Store LUC shares the most characteristics with Dollar General) LANDUSE:Variety Store LANDUSE CODE:814 Independent Variable --- 1,000 Sq. Feet Gross Floor Area SETTING/LOCATION:General Urban/Suburban JOB NAME:FLOOR AREA (KSF) a:9.30 JOB NUMBER: RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 25 -- 63.47 20.51 133.68 9 7 17 50% 50% AM PEAK OF GENERATOR 25 -- 4.52 1.68 11.87 9 7 17 50% 50% PM PEAK OF GENERATOR 25 -- 7.42 2.54 13.95 9 7 17 50% 50% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 590 295 295 N/A N/A N/A AM PEAK OF GENERATOR 42 21 21 N/A N/A N/A PM PEAK OF GENERATOR 69 34 34 N/A N/A N/A *Using peak hour of generator as specified in Cape Cod Comission Transportation Technical Bulletin (February 2019) a - Proposed store square footage based on average size of other Dollar General stores recently constructed in southeastern Massachusetts Address Size (sf) Wareham - 3137 Cranberry Highway 9,354 Carver - 44 N Main Street 9,442 New Bedford - 893 Church Street 9,100 Based on assessor's database for each store Average Size: 9,299 WEEKDAY Directional Distribution \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\ssheets\Trip Generation_W Main Street VHB ITE TRIP GENERATION WORKSHEET (10th Edition, Updated 2017)Background Project - Bell Tower Mall, 1600 Falmouth Road Assume 25% of trips travel past 751 West Main St LANDUSE:Multi-Family Housing (Low-Rise - 1-2 Story) LANDUSE CODE:220 Independent Variable --- Number of Units SETTING/LOCATION:General Urban/Suburban JOB NAME:26 units JOB NUMBER: RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 29 0.96 7.32 4.45 10.97 168 5 590 50% 50% AM PEAK OF GENERATOR 36 0.91 0.56 0.34 0.97 161 5 495 28% 72% PM PEAK OF GENERATOR 35 0.94 0.67 0.41 1.25 146 5 495 59% 41% AM PEAK (ADJACENT ST) 42 0.90 0.46 0.18 0.74 199 5 650 23% 77% PM PEAK (ADJACENT ST) 50 0.86 0.56 0.18 1.25 187 5 650 63% 37% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 190 95 95 156 78 78 AM PEAK OF GENERATOR 15 4 10 16 4 12 PM PEAK OF GENERATOR 17 10 7 19 11 8 AM PEAK (ADJACENT ST)12 3 9 13 3 10 PM PEAK (ADJACENT ST)15 9 5 18 11 7 RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 5 0.93 8.14 3.36 11.40 89 48 148 50% 50% PEAK OF GENERATOR 5 0.92 0.70 0.41 0.93 89 48 148 N/A N/A TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 212 106 106 -157 -79 -79 Caution - Small S PEAK OF GENERATOR 18 N/A N/A -5 N/A N/A Caution - Small S RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 5 0.96 6.28 2.61 8.22 89 48 148 50% 50% PEAK OF GENERATOR 5 0.93 0.67 0.36 0.93 89 48 148 N/A N/A TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 163 82 82 -79 -39 -39 Caution - Small S PEAK OF GENERATOR 17 N/A N/A -11 N/A N/A Caution - Small S Directional Distribution Directional Distribution Directional Distribution WEEKDAY SATURDAY SUNDAY ITE TRIP GENERATION WORKSHEET (10th Edition, Updated 2017)Background Project - 35 Scudder Ave Assume 40% of trips travel past 751 West Main St LANDUSE:Mid-Rise Residential LANDUSE CODE:221 Independent Variable --- Number of Units SETTING/LOCATION:General Urban/Suburban JOB NAME:312 units JOB NUMBER: RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 27 0.77 5.44 1.27 12.50 205 21 494 50% 50% AM PEAK OF GENERATOR 48 0.69 0.32 0.06 0.77 225 21 1,168 27% 73% PM PEAK OF GENERATOR 47 0.66 0.41 0.09 1.26 211 21 1,168 60% 40% AM PEAK (ADJACENT ST) 53 0.67 0.36 0.06 1.61 207 26 703 26% 74% PM PEAK (ADJACENT ST) 60 0.72 0.44 0.15 1.11 208 26 703 61% 39% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 1,697 849 849 1,699 849 849 AM PEAK OF GENERATOR 100 27 73 90 24 65 PM PEAK OF GENERATOR 128 77 51 112 67 45 AM PEAK (ADJACENT ST)112 29 83 104 27 77 PM PEAK (ADJACENT ST)137 84 54 132 81 52 RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 6 0.73 4.91 4.03 8.51 224 111 336 50% 50% PEAK OF GENERATOR 8 0.89 0.44 0.34 0.73 264 111 462 49% 51% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 1,532 766 766 1,366 683 683 PEAK OF GENERATOR 137 67 70 138 68 70 RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 6 -- 4.09 3.06 8.41 224 111 336 50% 50% PEAK OF GENERATOR 6 -- 0.39 0.26 1.07 224 111 336 62% 38% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 1,276 638 638 N/A N/A N/A PEAK OF GENERATOR 122 75 46 N/A N/A N/A Directional Distribution Directional Distribution Directional Distribution WEEKDAY SATURDAY SUNDAY ITE TRIP GENERATION WORKSHEET (10th Edition, Updated 2017)Background Project - 720 Main Street Assume 40% of trips travel past 751 West Main St LANDUSE:Mid-Rise Residential LANDUSE CODE:221 Independent Variable --- Number of Units SETTING/LOCATION:General Urban/Suburban JOB NAME:40 units JOB NUMBER: RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 27 0.77 5.44 1.27 12.50 205 21 494 50% 50% AM PEAK OF GENERATOR 48 0.69 0.32 0.06 0.77 225 21 1,168 27% 73% PM PEAK OF GENERATOR 47 0.66 0.41 0.09 1.26 211 21 1,168 60% 40% AM PEAK (ADJACENT ST) 53 0.67 0.36 0.06 1.61 207 26 703 26% 74% PM PEAK (ADJACENT ST) 60 0.72 0.44 0.15 1.11 208 26 703 61% 39% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 218 109 109 216 108 108 AM PEAK OF GENERATOR 13 3 9 16 4 12 PM PEAK OF GENERATOR 16 10 7 20 12 8 AM PEAK (ADJACENT ST)14 4 11 14 4 10 PM PEAK (ADJACENT ST)18 11 7 18 11 7 RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 6 0.73 4.91 4.03 8.51 224 111 336 50% 50% PEAK OF GENERATOR 8 0.89 0.44 0.34 0.73 264 111 462 49% 51% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 196 98 98 539 269 269 PEAK OF GENERATOR 18 9 9 24 12 12 RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 6 -- 4.09 3.06 8.41 224 111 336 50% 50% PEAK OF GENERATOR 6 -- 0.39 0.26 1.07 224 111 336 62% 38% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 164 82 82 N/A N/A N/A PEAK OF GENERATOR 16 10 6 N/A N/A N/A Directional Distribution WEEKDAY Directional Distribution SATURDAY Directional Distribution SUNDAY 751 West Main Street Traffic Impact and Access Study Attachments Trip Generation Calculations ITE TRIP GENERATION WORKSHEET (10th Edition, Updated 2017) LANDUSE:Coffee/Donut Shop without Drive-Through Window LANDUSE CODE:936 Independent Variable --- 1,000 Sq. Feet Gross Floor Area SETTING/LOCATION:General Urban/Suburban JOB NAME:751 W Main Street FLOOR AREA (KSF):2.07 JOB NUMBER:15053.00 RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY -- -- -- -- -- -- -- -- -- -- AM PEAK OF GENERATOR 10 -- 79.91 50.00 115.00 2 1 3 51% 49% PM PEAK OF GENERATOR 9 -- 28.23 15.50 40.23 2 1 3 50% 50% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY N/A N/A N/A N/A N/A N/A AM PEAK OF GENERATOR 165 84 81 N/A N/A N/A PM PEAK OF GENERATOR 58 29 29 N/A N/A N/A *Using peak hour of generator as specified in Cape Cod Comission Transportation Technical Bulletin (February 2019) RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY -- -- -- -- -- -- -- -- -- -- PEAK OF GENERATOR 5 -- 59.01 36.87 117.42 2.0 1.4 2.6 49% 51% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY N/A N/A N/A N/A N/A N/A PEAK OF GENERATOR 122 60 62 N/A N/A N/A RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY -- -- -- -- -- -- -- -- -- -- PEAK OF GENERATOR -- -- -- -- -- -- -- -- -- -- TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY N/A N/A N/A N/A N/A N/A PEAK OF GENERATOR N/A N/A N/A N/A N/A N/A Directional Distribution WEEKDAY Directional Distribution SATURDAY Directional Distribution SUNDAY \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\ssheets\Trip Generation_W Main Street936_Coffee w.out Drive Thru 9/24/2020 ITE TRIP GENERATION WORKSHEET (10th Edition, Updated 2017) LANDUSE:Coffee/Donut Shop with Drive-Through Window LANDUSE CODE:937 Independent Variable --- 1,000 Sq. Feet Gross Floor Area SETTING/LOCATION:General Urban/Suburban JOB NAME:751 W Main Street FLOOR AREA (KSF):2.07 JOB NUMBER:15053.00 RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 2 -- 820.38 738.66 869.00 2 1 2 50% 50% AM PEAK OF GENERATOR 23 -- 97.96 18.32 282.05 2 0 4 49% 51% PM PEAK OF GENERATOR 9 0.53 37.43 2.09 60.50 2 0 4 51% 49% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 1,698 849 849 N/A N/A N/A AM PEAK OF GENERATOR 203 99 103 N/A N/A N/A PM PEAK OF GENERATOR 77 40 38 79 40 39 *Using peak hour of generator as specified in Cape Cod Comission Transportation Technical Bulletin (February 2019) RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY -- -- -- -- -- -- -- -- -- -- PEAK OF GENERATOR 10 0.58 87.70 48.42 138.28 2 0 6 50% 50% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY N/A N/A N/A N/A N/A N/A PEAK OF GENERATOR 182 91 91 178 89 89 RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY -- -- -- -- -- -- -- -- -- -- PEAK OF GENERATOR -- -- -- -- -- -- -- -- -- -- TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY N/A N/A N/A N/A N/A N/A PEAK OF GENERATOR N/A N/A N/A N/A N/A N/A Directional Distribution WEEKDAY Directional Distribution SATURDAY Directional Distribution SUNDAY \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\ssheets\Trip Generation_W Main Street937_Coffee with Drive Thru 9/24/2020 751 West Main Street Traffic Impact and Access Study Attachments Capacity Analysis Worksheets 15053.00 :: 751 West Main Street, Hyannis, MA 2021 Existing Conditions 1: 751 West Main Street West Driveway & West Main Street Timing Plan: Weekday Morning HCM 6th TWSC Synchro 10 Report VHB/AD 10/14/2021 Intersection Int Delay, s/veh 1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 530 30 10 300 20 25 Future Vol, veh/h 530 30 10 300 20 25 Conflicting Peds, #/hr 0 11000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 78 78 89 89 79 79 Heavy Vehicles, % 2 40604 Mvmt Flow 679 38 11 337 25 32 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 718 0 1058 699 Stage 1 - - - - 699 - Stage 2 - - - - 359 - Critical Hdwy - - 4.1 - 6.4 6.24 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.336 Pot Cap-1 Maneuver - - 892 - 251 436 Stage 1 - - - - 497 - Stage 2 - - - - 711 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 891 - 247 436 Mov Cap-2 Maneuver - - - - 247 - Stage 1 - - - - 497 - Stage 2 - - - - 700 - Approach EB WB NB HCM Control Delay, s 0 0.3 18.4 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 325 - - 891 - HCM Lane V/C Ratio 0.175 - - 0.013 - HCM Control Delay (s) 18.4 - - 9.1 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.6 - - 0 - 15053.00 :: 751 West Main Street, Hyannis, MA 2021 Existing Conditions 2: 751 West Main Street East Driveway & West Main Street Timing Plan: Weekday Morning HCM 6th TWSC Synchro 10 Report VHB/AD 10/14/2021 Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 550 5 10 305 5 10 Future Vol, veh/h 550 5 10 305 5 10 Conflicting Peds, #/hr 0 33030 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 78 78 91 91 58 58 Heavy Vehicles, % 2 00500 Mvmt Flow 705 6 11 335 9 17 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 714 0 1071 711 Stage 1 - - - - 711 - Stage 2 - - - - 360 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 895 - 247 436 Stage 1 - - - - 490 - Stage 2 - - - - 710 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 892 - 242 435 Mov Cap-2 Maneuver - - - - 242 - Stage 1 - - - - 489 - Stage 2 - - - - 697 - Approach EB WB NB HCM Control Delay, s 0 0.3 16.3 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 344 - - 892 - HCM Lane V/C Ratio 0.075 - - 0.012 - HCM Control Delay (s) 16.3 - - 9.1 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.2 - - 0 - 15053.00 :: 751 West Main Street, Hyannis, MA 2021 Existing Conditions 3: Pine Street/Barnstable High School Driveway & West Main Street Timing Plan: Weekday Morning HCM 6th TWSC Synchro 10 Report VHB/AD 10/14/2021 Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 535 10 85 320 2 10 5 110 5 1 0 Future Vol, veh/h 10 535 10 85 320 2 10 5 110 5 1 0 Conflicting Peds, #/hr 0 03300000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 ----50--- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 78 78 78 90 90 90 80 80 80 50 50 50 Heavy Vehicles, % 0 302601301000 Mvmt Flow 13 686 13 94 356 2 13 6 138 10 2 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 358 0 0 702 0 0 1268 1268 696 1336 1273 357 Stage 1 ------722722-545545- Stage 2 ------546546-791728- Critical Hdwy 4.1 - - 4.12 - - 7.23 6.5 6.21 7.1 6.5 6.2 Critical Hdwy Stg 1 ------6.23 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 ------6.23 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.218 - - 3.617 4 3.309 3.5 4 3.3 Pot Cap-1 Maneuver 1212 - - 895 - - 138 170 443 132 169 692 Stage 1 ------401434-526522- Stage 2 ------503521-386432- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1212 - - 892 - - 124 150 442 80 149 692 Mov Cap-2 Maneuver ------124150-80149- Stage 1 ------395428-520467- Stage 2 ------448466-259426- Approach EB WB NB SB HCM Control Delay, s 0.1 2 19.2 52.9 HCM LOS C F Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 132 442 1212 - - 892 - - 87 HCM Lane V/C Ratio 0.142 0.311 0.011 - - 0.106 - - 0.138 HCM Control Delay (s) 36.7 16.8 8 - - 9.5 - - 52.9 HCM Lane LOS E C A - - A - - F HCM 95th %tile Q(veh) 0.5 1.3 0 - - 0.4 - - 0.5 15053.00 :: 751 West Main Street, Hyannis, MA 2021 Existing Conditions 1: 751 West Main Street West Driveway & West Main Street Timing Plan: Weekday Evening HCM 6th TWSC \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\tech\Synchro\2021\EX-PM.syn VHB/AD 10/14/2021 Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 490 5 5 515 5 5 Future Vol, veh/h 490 5 5 515 5 5 Conflicting Peds, #/hr 0 11000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 89 89 90 90 58 58 Heavy Vehicles, % 2 00000 Mvmt Flow 551 6 6 572 9 9 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 558 0 1139 555 Stage 1 - - - - 555 - Stage 2 - - - - 584 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 1023 - 225 535 Stage 1 - - - - 579 - Stage 2 - - - - 561 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1022 - 223 534 Mov Cap-2 Maneuver - - - - 223 - Stage 1 - - - - 578 - Stage 2 - - - - 556 - Approach EB WB NB HCM Control Delay, s 0 0.1 17.1 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 315 - - 1022 - HCM Lane V/C Ratio 0.055 - - 0.005 - HCM Control Delay (s) 17.1 - - 8.5 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.2 - - 0 - 15053.00 :: 751 West Main Street, Hyannis, MA 2021 Existing Conditions 2: 751 West Main Street East Driveway & West Main Street Timing Plan: Weekday Evening HCM 6th TWSC \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\tech\Synchro\2021\EX-PM.syn VHB/AD 10/14/2021 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 495 0 1 520 0 2 Future Vol, veh/h 495 0 1 520 0 2 Conflicting Peds, #/hr 0 22020 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 89 89 50 50 Heavy Vehicles, % 2 00000 Mvmt Flow 544 0 1 584 0 4 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 546 0 1134 546 Stage 1 - - - - 546 - Stage 2 - - - - 588 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 1033 - 226 541 Stage 1 - - - - 584 - Stage 2 - - - - 559 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1031 - 225 540 Mov Cap-2 Maneuver - - - - 225 - Stage 1 - - - - 583 - Stage 2 - - - - 557 - Approach EB WB NB HCM Control Delay, s 0 0 11.7 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 540 - - 1031 - HCM Lane V/C Ratio 0.007 - - 0.001 - HCM Control Delay (s) 11.7 - - 8.5 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0 - - 0 - 15053.00 :: 751 West Main Street, Hyannis, MA 2021 Existing Conditions 3: Pine Street/Barnstable High School Driveway & West Main Street Timing Plan: Weekday Evening HCM 6th TWSC \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\tech\Synchro\2021\EX-PM.syn VHB/AD 10/14/2021 Intersection Int Delay, s/veh 4.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 495 5 175 510 0 10 0 170 5 0 1 Future Vol, veh/h 1 495 5 175 510 0 10 0 170 5 0 1 Conflicting Peds, #/hr 2 01102000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 ----50--- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 92 92 92 90 90 90 35 35 35 Heavy Vehicles, % 0 20200002000 Mvmt Flow 1 550 6 190 554 0 11 0 189 14 0 3 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 556 0 0 557 0 0 1492 1492 554 1586 1495 556 Stage 1 ------556556-936936- Stage 2 ------936936-650559- Critical Hdwy 4.1 - - 4.12 - - 7.1 6.5 6.22 7.1 6.5 6.2 Critical Hdwy Stg 1 ------6.15.5-6.15.5- Critical Hdwy Stg 2 ------6.15.5-6.15.5- Follow-up Hdwy 2.2 - - 2.218 - - 3.5 4 3.318 3.5 4 3.3 Pot Cap-1 Maneuver 1025 - - 1014 - - 103 125 532 88 124 534 Stage 1 ------519516-321346- Stage 2 ------321346-461514- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1023 - - 1013 - - 88 101 531 48 100 533 Mov Cap-2 Maneuver ------88101-48100- Stage 1 ------518515-320280- Stage 2 ------259280-297513- Approach EB WB NB SB HCM Control Delay, s 0 2.4 17.5 93.3 HCM LOS C F Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 88 531 1023 - - 1013 - - 57 HCM Lane V/C Ratio 0.126 0.356 0.001 - - 0.188 - - 0.301 HCM Control Delay (s) 51.7 15.5 8.5 - - 9.4 - - 93.3 HCM Lane LOS F C A - - A - - F HCM 95th %tile Q(veh) 0.4 1.6 0 - - 0.7 - - 1.1 15053.00 :: 751 West Main Street, Hyannis, MA 2028 No-Build Conditions 1: 751 West Main Street West Driveway & West Main Street Timing Plan: Weekday Morning HCM 6th TWSC Synchro 10 Report VHB/AD 10/20/2021 Intersection Int Delay, s/veh 0.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 575 30 10 350 20 25 Future Vol, veh/h 575 30 10 350 20 25 Conflicting Peds, #/hr 0 11000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 40604 Mvmt Flow 625 33 11 380 22 27 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 659 0 1045 643 Stage 1 - - - - 643 - Stage 2 - - - - 402 - Critical Hdwy - - 4.1 - 6.4 6.24 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.336 Pot Cap-1 Maneuver - - 939 - 256 470 Stage 1 - - - - 527 - Stage 2 - - - - 680 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 938 - 252 470 Mov Cap-2 Maneuver - - - - 252 - Stage 1 - - - - 526 - Stage 2 - - - - 670 - Approach EB WB NB HCM Control Delay, s 0 0.2 17.4 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 339 - - 938 - HCM Lane V/C Ratio 0.144 - - 0.012 - HCM Control Delay (s) 17.4 - - 8.9 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.5 - - 0 - 15053.00 :: 751 West Main Street, Hyannis, MA 2028 No-Build Conditions 2: 751 West Main Street East Driveway & West Main Street Timing Plan: Weekday Morning HCM 6th TWSC Synchro 10 Report VHB/AD 10/20/2021 Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 595 5 10 355 5 10 Future Vol, veh/h 595 5 10 355 5 10 Conflicting Peds, #/hr 0 33030 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 00500 Mvmt Flow 647 5 11 386 5 11 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 655 0 1064 653 Stage 1 - - - - 653 - Stage 2 - - - - 411 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 942 - 249 471 Stage 1 - - - - 522 - Stage 2 - - - - 674 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 939 - 244 470 Mov Cap-2 Maneuver - - - - 244 - Stage 1 - - - - 520 - Stage 2 - - - - 662 - Approach EB WB NB HCM Control Delay, s 0 0.2 15.5 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 359 - - 939 - HCM Lane V/C Ratio 0.045 - - 0.012 - HCM Control Delay (s) 15.5 - - 8.9 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - 15053.00 :: 751 West Main Street, Hyannis, MA 2028 No-Build Conditions 3: Pine Street/Barnstable High School Driveway & West Main Street Timing Plan: Weekday Morning HCM 6th TWSC Synchro 10 Report VHB/AD 10/20/2021 Intersection Int Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 575 10 90 370 2 10 5 115 5 1 0 Future Vol, veh/h 10 575 10 90 370 2 10 5 115 5 1 0 Conflicting Peds, #/hr 0 03300000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 ----50--- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 302601301000 Mvmt Flow 11 625 11 98 402 2 11 5 125 5 1 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 404 0 0 639 0 0 1256 1256 634 1317 1260 403 Stage 1 ------656656-599599- Stage 2 ------600600-718661- Critical Hdwy 4.1 - - 4.12 - - 7.23 6.5 6.21 7.1 6.5 6.2 Critical Hdwy Stg 1 ------6.23 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 ------6.23 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.218 - - 3.617 4 3.309 3.5 4 3.3 Pot Cap-1 Maneuver 1166 - - 945 - - 141 173 481 136 172 652 Stage 1 ------437465-492494- Stage 2 ------469493-423463- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1166 - - 942 - - 128 153 480 89 152 652 Mov Cap-2 Maneuver ------128153-89152- Stage 1 ------432459-488443- Stage 2 ------419442-306457- Approach EB WB NB SB HCM Control Delay, s 0.1 1.8 17.4 45.2 HCM LOS C E Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 135 480 1166 - - 942 - - 96 HCM Lane V/C Ratio 0.121 0.26 0.009 - - 0.104 - - 0.068 HCM Control Delay (s) 35.3 15.1 8.1 - - 9.3 - - 45.2 HCM Lane LOS E C A - - A - - E HCM 95th %tile Q(veh) 0.4 1 0 - - 0.3 - - 0.2 15053.00 :: 751 West Main Street, Hyannis, MA 2028 No-Build Conditions 1: 751 West Main Street West Driveway & West Main Street Timing Plan: Weekday Evening HCM 6th TWSC \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\tech\Synchro\2021\NB-PM.syn VHB/AD 10/20/2021 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 555 5 5 570 5 5 Future Vol, veh/h 555 5 5 570 5 5 Conflicting Peds, #/hr 0 11000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 00000 Mvmt Flow 603 5 5 620 5 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 609 0 1237 607 Stage 1 - - - - 607 - Stage 2 - - - - 630 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 979 - 196 500 Stage 1 - - - - 548 - Stage 2 - - - - 535 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 978 - 194 500 Mov Cap-2 Maneuver - - - - 194 - Stage 1 - - - - 547 - Stage 2 - - - - 531 - Approach EB WB NB HCM Control Delay, s 0 0.1 18.4 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 280 - - 978 - HCM Lane V/C Ratio 0.039 - - 0.006 - HCM Control Delay (s) 18.4 - - 8.7 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - 15053.00 :: 751 West Main Street, Hyannis, MA 2028 No-Build Conditions 2: 751 West Main Street East Driveway & West Main Street Timing Plan: Weekday Evening HCM 6th TWSC \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\tech\Synchro\2021\NB-PM.syn VHB/AD 10/20/2021 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 560 0 1 575 0 2 Future Vol, veh/h 560 0 1 575 0 2 Conflicting Peds, #/hr 0 22020 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 00000 Mvmt Flow 609 0 1 625 0 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 611 0 1240 611 Stage 1 - - - - 611 - Stage 2 - - - - 629 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 978 - 195 497 Stage 1 - - - - 546 - Stage 2 - - - - 535 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 976 - 194 496 Mov Cap-2 Maneuver - - - - 194 - Stage 1 - - - - 545 - Stage 2 - - - - 533 - Approach EB WB NB HCM Control Delay, s 0 0 12.3 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 496 - - 976 - HCM Lane V/C Ratio 0.004 - - 0.001 - HCM Control Delay (s) 12.3 - - 8.7 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0 - - 0 - 15053.00 :: 751 West Main Street, Hyannis, MA 2028 No-Build Conditions 3: Pine Street/Barnstable High School Driveway & West Main Street Timing Plan: Weekday Evening HCM 6th TWSC \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\tech\Synchro\2021\NB-PM.syn VHB/AD 10/20/2021 Intersection Int Delay, s/veh 3.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 560 5 180 565 0 10 0 175 5 0 1 Future Vol, veh/h 1 560 5 180 565 0 10 0 175 5 0 1 Conflicting Peds, #/hr 2 01102000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 ----50--- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 20200002000 Mvmt Flow 1 609 5 196 614 0 11 0 190 5 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 616 0 0 615 0 0 1622 1623 613 1717 1625 616 Stage 1 ------615615-1008 1008 - Stage 2 ------1007 1008 - 709 617 - Critical Hdwy 4.1 - - 4.12 - - 7.1 6.5 6.22 7.1 6.5 6.2 Critical Hdwy Stg 1 ------6.15.5-6.15.5- Critical Hdwy Stg 2 ------6.15.5-6.15.5- Follow-up Hdwy 2.2 - - 2.218 - - 3.5 4 3.318 3.5 4 3.3 Pot Cap-1 Maneuver 974 - - 965 - - 83 104 492 72 103 494 Stage 1 ------482485-292321- Stage 2 ------293321-428484- Platoon blocked, % - - - - Mov Cap-1 Maneuver 972 - - 964 - - 70 83 492 37 82 493 Mov Cap-2 Maneuver ------7083-3782- Stage 1 ------481484-291255- Stage 2 ------233255-262483- Approach EB WB NB SB HCM Control Delay, s 0 2.3 19.5 100.6 HCM LOS C F Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 70 492 972 - - 964 - - 44 HCM Lane V/C Ratio 0.155 0.387 0.001 - - 0.203 - - 0.148 HCM Control Delay (s) 65.7 16.9 8.7 - - 9.7 - - 100.6 HCM Lane LOS F C A - - A - - F HCM 95th %tile Q(veh) 0.5 1.8 0 - - 0.8 - - 0.5 15053.00 :: 751 West Main Street, Hyannis, MA 2028 Build Conditions 1: 751 West Main Street West Driveway & West Main Street Timing Plan: Weekday Morning HCM 6th TWSC Synchro 10 Report VHB/AD 10/20/2021 Intersection Int Delay, s/veh 0.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 575 40 25 365 10 10 Future Vol, veh/h 575 40 25 365 10 10 Conflicting Peds, #/hr 0 11000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 40604 Mvmt Flow 625 43 27 397 11 11 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 669 0 1099 648 Stage 1 - - - - 648 - Stage 2 - - - - 451 - Critical Hdwy - - 4.1 - 6.4 6.24 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.336 Pot Cap-1 Maneuver - - 931 - 237 467 Stage 1 - - - - 524 - Stage 2 - - - - 646 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 930 - 228 467 Mov Cap-2 Maneuver - - - - 228 - Stage 1 - - - - 523 - Stage 2 - - - - 622 - Approach EB WB NB HCM Control Delay, s 0 0.6 17.7 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 306 - - 930 - HCM Lane V/C Ratio 0.071 - - 0.029 - HCM Control Delay (s) 17.7 - - 9 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.2 - - 0.1 - 15053.00 :: 751 West Main Street, Hyannis, MA 2028 Build Conditions 2: 751 West Main Street East Driveway & West Main Street Timing Plan: Weekday Morning HCM 6th TWSC Synchro 10 Report VHB/AD 10/20/2021 Intersection Int Delay, s/veh 1.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 580 5 5 365 25 35 Future Vol, veh/h 580 5 5 365 25 35 Conflicting Peds, #/hr 0 33030 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 00500 Mvmt Flow 630 5 5 397 27 38 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 638 0 1046 636 Stage 1 - - - - 636 - Stage 2 - - - - 410 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 956 - 255 481 Stage 1 - - - - 531 - Stage 2 - - - - 674 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 953 - 252 480 Mov Cap-2 Maneuver - - - - 252 - Stage 1 - - - - 529 - Stage 2 - - - - 667 - Approach EB WB NB HCM Control Delay, s 0 0.1 17.7 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 349 - - 953 - HCM Lane V/C Ratio 0.187 - - 0.006 - HCM Control Delay (s) 17.7 - - 8.8 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.7 - - 0 - 15053.00 :: 751 West Main Street, Hyannis, MA 2028 Build Conditions 3: Pine Street/Barnstable High School Driveway & West Main Street Timing Plan: Weekday Morning HCM 6th TWSC Synchro 10 Report VHB/AD 10/20/2021 Intersection Int Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 580 10 90 370 2 10 5 115 5 1 0 Future Vol, veh/h 10 580 10 90 370 2 10 5 115 5 1 0 Conflicting Peds, #/hr 0 03300000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 ----50--- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 302601301000 Mvmt Flow 11 630 11 98 402 2 11 5 125 5 1 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 404 0 0 644 0 0 1261 1261 639 1322 1265 403 Stage 1 ------661661-599599- Stage 2 ------600600-723666- Critical Hdwy 4.1 - - 4.12 - - 7.23 6.5 6.21 7.1 6.5 6.2 Critical Hdwy Stg 1 ------6.23 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 ------6.23 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.218 - - 3.617 4 3.309 3.5 4 3.3 Pot Cap-1 Maneuver 1166 - - 941 - - 139 172 478 135 171 652 Stage 1 ------434463-492494- Stage 2 ------469493-421460- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1166 - - 938 - - 126 152 477 89 151 652 Mov Cap-2 Maneuver ------126152-89151- Stage 1 ------429457-488443- Stage 2 ------419442-304454- Approach EB WB NB SB HCM Control Delay, s 0.1 1.8 17.6 45.2 HCM LOS C E Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 134 477 1166 - - 938 - - 96 HCM Lane V/C Ratio 0.122 0.262 0.009 - - 0.104 - - 0.068 HCM Control Delay (s) 35.6 15.2 8.1 - - 9.3 - - 45.2 HCM Lane LOS E C A - - A - - E HCM 95th %tile Q(veh) 0.4 1 0 - - 0.3 - - 0.2 15053.00 :: 751 West Main Street, Hyannis, MA 2028 Build Conditions 1: 751 West Main Street West Driveway & West Main Street Timing Plan: Weekday Evening HCM 6th TWSC \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\tech\Synchro\2021\BD-PM.syn VHB/AD 10/20/2021 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 550 10 10 575 2 5 Future Vol, veh/h 550 10 10 575 2 5 Conflicting Peds, #/hr 0 11000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 00000 Mvmt Flow 598 11 11 625 2 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 610 0 1252 605 Stage 1 - - - - 605 - Stage 2 - - - - 647 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 979 - 192 501 Stage 1 - - - - 549 - Stage 2 - - - - 525 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 978 - 189 501 Mov Cap-2 Maneuver - - - - 189 - Stage 1 - - - - 548 - Stage 2 - - - - 516 - Approach EB WB NB HCM Control Delay, s 0 0.1 15.8 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 340 - - 978 - HCM Lane V/C Ratio 0.022 - - 0.011 - HCM Control Delay (s) 15.8 - - 8.7 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - 15053.00 :: 751 West Main Street, Hyannis, MA 2028 Build Conditions 2: 751 West Main Street East Driveway & West Main Street Timing Plan: Weekday Evening HCM 6th TWSC \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\tech\Synchro\2021\BD-PM.syn VHB/AD 10/20/2021 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 555 0 1 580 5 10 Future Vol, veh/h 555 0 1 580 5 10 Conflicting Peds, #/hr 0 22020 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 00000 Mvmt Flow 603 0 1 630 5 11 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 605 0 1239 605 Stage 1 - - - - 605 - Stage 2 - - - - 634 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 983 - 196 501 Stage 1 - - - - 549 - Stage 2 - - - - 532 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 981 - 195 500 Mov Cap-2 Maneuver - - - - 195 - Stage 1 - - - - 548 - Stage 2 - - - - 530 - Approach EB WB NB HCM Control Delay, s 0 0 16.5 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 329 - - 981 - HCM Lane V/C Ratio 0.05 - - 0.001 - HCM Control Delay (s) 16.5 - - 8.7 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.2 - - 0 - 15053.00 :: 751 West Main Street, Hyannis, MA 2028 Build Conditions 3: Pine Street/Barnstable High School Driveway & West Main Street Timing Plan: Weekday Evening HCM 6th TWSC \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\tech\Synchro\2021\BD-PM.syn VHB/AD 10/20/2021 Intersection Int Delay, s/veh 3.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 560 5 180 565 0 10 0 175 5 0 1 Future Vol, veh/h 1 560 5 180 565 0 10 0 175 5 0 1 Conflicting Peds, #/hr 2 01102000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 ----50--- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 20200002000 Mvmt Flow 1 609 5 196 614 0 11 0 190 5 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 616 0 0 615 0 0 1622 1623 613 1717 1625 616 Stage 1 ------615615-1008 1008 - Stage 2 ------1007 1008 - 709 617 - Critical Hdwy 4.1 - - 4.12 - - 7.1 6.5 6.22 7.1 6.5 6.2 Critical Hdwy Stg 1 ------6.15.5-6.15.5- Critical Hdwy Stg 2 ------6.15.5-6.15.5- Follow-up Hdwy 2.2 - - 2.218 - - 3.5 4 3.318 3.5 4 3.3 Pot Cap-1 Maneuver 974 - - 965 - - 83 104 492 72 103 494 Stage 1 ------482485-292321- Stage 2 ------293321-428484- Platoon blocked, % - - - - Mov Cap-1 Maneuver 972 - - 964 - - 70 83 492 37 82 493 Mov Cap-2 Maneuver ------7083-3782- Stage 1 ------481484-291255- Stage 2 ------233255-262483- Approach EB WB NB SB HCM Control Delay, s 0 2.3 19.5 100.6 HCM LOS C F Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 70 492 972 - - 964 - - 44 HCM Lane V/C Ratio 0.155 0.387 0.001 - - 0.203 - - 0.148 HCM Control Delay (s) 65.7 16.9 8.7 - - 9.7 - - 100.6 HCM Lane LOS F C A - - A - - F HCM 95th %tile Q(veh) 0.5 1.8 0 - - 0.8 - - 0.5 751 West Main Street Traffic Impact and Access Study Attachments Vehicle Gap Count Data Page 1 West Main Street between Dunkin Donuts and Park Pleasant Avenue City, State:Hyannis, MA Client: VHB/ M. Duranleau 207610-atr a gap study Site Code: TBA Date Start: 03-Sep-20 Date End: 03-Sep-20 WB Start 1 5 7 9 11 13 15 17 19 21 23 25 27 29 Total Time 4 6 8 10 12 14 16 18 20 22 24 26 28 999 09/03/20 1 0 0 0 0 0 0 0 0 0 0 0 0 7 8 00:15 0 0 0 0 0 0 0 0 0 2 0 0 0 6 8 00:30 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 1 0 0 0 0 0 0 0 0 2 0 0 0 20 23 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 01:45 0 0 0 0 0 0 0 0 0 0 0 1 0 3 4 0 0 0 0 0 0 0 0 0 0 0 1 0 11 12 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 04:00 1 0 0 0 0 0 0 0 0 0 0 0 0 2 3 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5 1 0 0 0 0 0 0 0 0 0 0 0 0 13 14 05:00 0 1 0 0 0 1 0 1 0 0 0 1 0 3 7 05:15 1 1 0 0 1 0 0 0 1 2 0 0 1 7 14 05:30 0 0 0 1 0 1 0 3 0 1 0 0 0 6 12 05:45 1 2 0 3 1 0 0 0 1 0 0 0 1 11 20 2 4 0 4 2 2 0 4 2 3 0 1 2 27 53 06:00 3 0 0 0 2 0 1 1 1 0 0 0 1 12 21 06:15 6 2 2 2 1 0 1 3 0 1 0 0 0 13 31 06:30 8 7 6 1 2 4 1 1 1 3 1 3 0 9 47 06:45 25 6 3 0 0 3 4 4 2 4 1 3 0 9 64 42 15 11 3 5 7 7 9 4 8 2 6 1 43 163 07:00 17 6 4 3 0 5 3 3 4 4 5 1 2 6 63 07:15 33 11 5 1 4 5 4 1 5 0 3 3 0 6 81 07:30 32 12 12 9 3 5 5 0 0 3 1 1 2 5 90 07:45 29 5 5 5 4 4 1 1 4 4 1 3 2 5 73 111 34 26 18 11 19 13 5 13 11 10 8 6 22 307 08:00 34 6 3 5 4 1 1 3 1 0 1 2 0 9 70 08:15 33 7 2 4 5 5 2 6 3 0 3 0 4 6 80 08:30 38 5 6 5 4 0 7 1 3 1 4 2 1 6 83 08:45 28 6 5 3 7 2 3 1 1 3 2 1 0 10 72 133 24 16 17 20 8 13 11 8 4 10 5 5 31 305 09:00 31 10 7 4 6 2 4 5 1 1 1 0 1 8 81 09:15 26 10 8 3 5 5 4 1 1 2 0 2 0 8 75 09:30 42 11 5 3 7 2 1 2 3 1 3 3 3 4 90 09:45 25 7 8 8 3 6 1 3 3 2 2 0 1 8 77 124 38 28 18 21 15 10 11 8 6 6 5 5 28 323 10:00 25 4 8 6 4 5 4 2 3 0 1 0 0 9 71 10:15 33 9 10 10 3 2 3 4 1 3 0 4 2 4 88 10:30 38 17 6 2 4 1 6 4 1 0 1 0 1 9 90 10:45 27 7 7 11 4 2 3 0 5 3 1 2 1 5 78 123 37 31 29 15 10 16 10 10 6 3 6 4 27 327 11:00 31 10 9 7 9 5 1 0 2 1 1 1 2 5 84 11:15 48 15 9 3 7 0 7 3 3 1 0 1 0 6 103 11:30 48 13 13 4 3 8 3 6 4 4 0 0 0 3 109 11:45 38 12 12 9 5 4 2 6 0 2 4 0 0 4 98 165 50 43 23 24 17 13 15 9 8 5 2 2 18 394 Total 702 202 155 112 98 78 72 65 54 48 36 34 25 249 1930 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Page 2 West Main Street between Dunkin Donuts and Park Pleasant Avenue City, State:Hyannis, MA Client: VHB/ M. Duranleau 207610-atr a gap study Site Code: TBA Date Start: 03-Sep-20 Date End: 03-Sep-20 WB Start 1 5 7 9 11 13 15 17 19 21 23 25 27 29 Total Time 4 6 8 10 12 14 16 18 20 22 24 26 28 999 12 PM 48 17 12 6 8 1 5 6 2 1 1 0 1 3 111 12:15 50 13 10 7 5 1 6 3 2 1 1 2 1 4 106 12:30 31 16 6 4 4 5 6 1 2 2 4 3 0 5 89 12:45 53 16 12 3 3 2 2 3 3 2 0 0 1 7 107 182 62 40 20 20 9 19 13 9 6 6 5 3 19 413 13:00 40 24 10 9 6 5 8 3 3 1 2 0 2 0 113 13:15 37 7 3 8 5 4 3 1 1 0 3 4 2 6 84 13:30 37 11 6 9 5 3 6 1 3 0 2 3 0 6 92 13:45 31 8 8 7 9 2 5 1 3 2 0 1 1 7 85 145 50 27 33 25 14 22 6 10 3 7 8 5 19 374 14:00 56 11 6 3 5 3 2 5 2 2 4 1 0 5 105 14:15 62 17 17 3 4 4 1 2 1 2 3 0 2 4 122 14:30 66 12 13 5 5 4 2 1 0 2 0 0 1 6 117 14:45 71 14 9 6 4 7 2 1 2 1 1 1 1 5 125 255 54 45 17 18 18 7 9 5 7 8 2 4 20 469 15:00 52 16 13 5 4 2 9 7 1 0 1 2 0 2 114 15:15 60 17 10 8 10 4 2 1 2 2 1 1 0 4 122 15:30 89 15 10 11 5 5 4 1 0 4 1 1 0 2 148 15:45 83 20 16 12 2 2 0 5 1 2 1 0 0 3 147 284 68 49 36 21 13 15 14 4 8 4 4 0 11 531 16:00 78 22 13 11 9 4 2 2 1 0 1 0 1 2 146 16:15 46 17 7 9 7 4 4 3 1 2 3 1 1 2 107 16:30 60 9 9 10 1 7 3 4 1 2 2 1 0 4 113 16:45 62 16 11 10 6 6 5 2 2 2 1 2 1 1 127 246 64 40 40 23 21 14 11 5 6 7 4 3 9 493 17:00 78 18 12 10 7 6 3 4 0 2 0 1 1 1 143 17:15 70 16 12 4 3 8 6 1 1 0 1 0 0 5 127 17:30 38 12 16 6 1 11 2 3 1 2 3 2 0 3 100 17:45 49 7 9 5 4 2 3 5 5 0 4 2 0 5 100 235 53 49 25 15 27 14 13 7 4 8 5 1 14 470 18:00 43 8 4 6 7 3 3 3 2 4 0 4 1 4 92 18:15 36 10 12 5 8 5 3 3 2 1 2 0 1 6 94 18:30 42 16 7 7 4 3 2 2 1 1 4 2 0 6 97 18:45 27 6 5 10 4 4 3 0 4 2 0 0 0 9 74 148 40 28 28 23 15 11 8 9 8 6 6 2 25 357 19:00 28 8 7 7 3 5 3 0 4 4 4 4 1 3 81 19:15 28 9 7 7 2 1 3 1 2 1 1 1 1 9 73 19:30 29 10 7 4 2 3 6 4 3 2 2 2 0 7 81 19:45 29 12 5 5 5 2 0 4 0 0 2 0 2 10 76 114 39 26 23 12 11 12 9 9 7 9 7 4 29 311 20:00 30 9 2 4 6 3 3 3 1 1 1 1 2 9 75 20:15 19 2 4 5 5 1 7 6 2 0 2 0 0 8 61 20:30 12 3 4 2 2 2 2 1 2 2 1 2 0 11 46 20:45 18 6 2 1 2 2 5 1 3 2 0 4 0 10 56 79 20 12 12 15 8 17 11 8 5 4 7 2 38 238 21:00 14 10 5 3 1 0 2 1 0 2 1 1 1 13 54 21:15 7 4 3 4 1 1 1 0 2 1 2 1 1 12 40 21:30 10 3 3 1 2 2 3 1 0 1 1 0 0 13 40 21:45 9 8 1 3 0 3 2 4 0 0 1 0 0 12 43 40 25 12 11 4 6 8 6 2 4 5 2 2 50 177 22:00 18 3 3 1 3 1 0 3 2 0 0 2 0 12 48 22:15 6 1 2 1 2 2 0 3 2 0 0 0 0 13 32 22:30 12 1 2 1 0 1 0 1 1 0 1 0 0 14 34 22:45 1 1 0 1 1 0 1 0 0 2 2 0 0 14 23 37 6 7 4 6 4 1 7 5 2 3 2 0 53 137 23:00 7 2 0 2 0 0 0 1 1 0 0 0 1 10 24 23:15 0 0 1 0 0 0 0 0 0 0 0 0 0 11 12 23:30 1 0 0 0 0 0 0 0 0 0 0 0 0 7 8 23:45 0 0 0 0 1 0 0 0 0 0 0 0 0 5 6 8 2 1 2 1 0 0 1 1 0 0 0 1 33 50 Total 1773 483 336 251 183 146 140 108 74 60 67 52 27 320 4020 Grand Total 2475 685 491 363 281 224 212 173 128 108 103 86 52 569 5950 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Page 3 West Main Street between Dunkin Donuts and Park Pleasant Avenue City, State:Hyannis, MA Client: VHB/ M. Duranleau 207610-atr a gap study Site Code: TBA Date Start: 03-Sep-20 Date End: 03-Sep-20 EB Start 1 5 7 9 11 13 15 17 19 21 23 25 27 29 Total Time 4 6 8 10 12 14 16 18 20 22 24 26 28 999 09/03/20 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5 00:15 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 00:30 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 13 13 01:00 1 0 0 0 0 0 0 0 0 0 0 0 0 2 3 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 6 7 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 9 9 04:00 2 0 0 0 0 0 0 0 0 0 0 0 0 6 8 04:15 2 0 0 0 1 1 2 1 0 0 0 0 0 7 14 04:30 1 0 0 0 1 0 0 0 0 0 0 0 0 9 11 04:45 0 0 1 0 0 0 0 1 0 1 0 0 0 7 10 5 0 1 0 2 1 2 2 0 1 0 0 0 29 43 05:00 0 1 0 0 0 0 1 0 1 0 1 0 0 5 9 05:15 1 0 1 0 0 0 0 1 0 1 2 1 0 10 17 05:30 10 0 1 2 1 0 1 0 1 2 0 1 1 11 31 05:45 11 2 2 0 2 1 0 0 1 0 1 0 1 13 34 22 3 4 2 3 1 2 1 3 3 4 2 2 39 91 06:00 3 2 1 2 3 1 2 1 1 1 2 3 1 12 35 06:15 17 9 2 3 2 4 2 4 4 0 2 4 2 6 61 06:30 28 5 4 2 3 3 3 1 0 2 1 0 1 14 67 06:45 48 3 4 4 4 7 1 1 6 3 0 3 1 6 91 96 19 11 11 12 15 8 7 11 6 5 10 5 38 254 07:00 29 5 2 1 0 3 2 3 2 0 3 1 2 11 64 07:15 54 12 7 8 7 5 3 2 2 0 1 1 0 7 109 07:30 84 13 5 4 3 2 4 2 2 1 0 5 0 4 129 07:45 121 21 10 10 2 3 5 3 3 1 1 0 0 1 181 288 51 24 23 12 13 14 10 9 2 5 7 2 23 483 08:00 73 7 9 2 6 2 2 1 2 5 1 3 0 5 118 08:15 75 12 4 6 6 4 2 3 5 2 1 1 0 4 125 08:30 64 15 4 2 4 4 2 1 6 3 0 3 1 4 113 08:45 53 11 10 5 6 7 1 3 4 7 3 0 1 0 111 265 45 27 15 22 17 7 8 17 17 5 7 2 13 467 09:00 60 14 8 5 2 6 2 3 0 2 3 2 1 5 113 09:15 58 11 8 4 3 7 7 7 2 0 2 1 1 2 113 09:30 47 8 11 8 1 2 5 2 1 1 2 0 2 7 97 09:45 80 8 11 4 3 4 1 7 2 1 1 3 0 3 128 245 41 38 21 9 19 15 19 5 4 8 6 4 17 451 10:00 41 12 3 9 3 3 6 2 7 1 1 2 2 4 96 10:15 54 7 6 3 6 3 3 2 1 4 3 2 0 6 100 10:30 61 10 5 5 6 2 3 5 0 1 3 1 3 5 110 10:45 78 9 6 7 4 5 6 3 0 0 0 1 2 3 124 234 38 20 24 19 13 18 12 8 6 7 6 7 18 430 11:00 53 13 6 4 9 2 2 5 3 2 1 3 2 2 107 11:15 55 8 10 6 6 4 2 3 4 2 1 0 2 4 107 11:30 51 15 6 3 4 4 4 1 6 3 2 1 2 3 105 11:45 86 18 6 7 7 4 4 1 3 3 2 0 0 2 143 245 54 28 20 26 14 12 10 16 10 6 4 6 11 462 Total 1401 251 153 116 105 93 78 69 69 49 40 42 28 219 2713 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Page 4 West Main Street between Dunkin Donuts and Park Pleasant Avenue City, State:Hyannis, MA Client: VHB/ M. Duranleau 207610-atr a gap study Site Code: TBA Date Start: 03-Sep-20 Date End: 03-Sep-20 EB Start 1 5 7 9 11 13 15 17 19 21 23 25 27 29 Total Time 4 6 8 10 12 14 16 18 20 22 24 26 28 999 12 PM 67 9 4 8 6 3 2 1 3 3 1 2 1 4 114 12:15 99 9 5 2 3 10 2 5 4 0 1 1 1 2 144 12:30 52 4 6 1 5 4 3 5 3 1 1 1 1 6 93 12:45 93 11 7 8 9 4 1 0 3 1 2 2 1 2 144 311 33 22 19 23 21 8 11 13 5 5 6 4 14 495 13:00 64 14 9 4 5 3 3 3 2 2 1 1 2 4 117 13:15 69 15 9 4 7 3 3 1 5 1 2 3 1 2 125 13:30 74 10 12 4 4 2 3 3 2 3 2 2 0 4 125 13:45 65 8 8 5 2 2 4 2 4 3 0 4 1 4 112 272 47 38 17 18 10 13 9 13 9 5 10 4 14 479 14:00 69 6 7 6 6 5 2 2 3 3 4 2 1 2 118 14:15 61 14 11 8 6 1 3 1 2 0 3 0 2 4 116 14:30 60 15 7 4 9 1 0 3 3 3 2 2 0 4 113 14:45 70 11 8 3 9 4 3 0 3 5 4 1 1 1 123 260 46 33 21 30 11 8 6 11 11 13 5 4 11 470 15:00 82 13 10 4 5 6 4 5 1 1 1 2 3 1 138 15:15 69 19 10 9 9 0 2 3 2 2 1 0 1 3 130 15:30 80 7 10 7 5 3 4 4 0 0 1 2 1 5 129 15:45 79 12 6 6 6 1 3 1 0 4 3 1 3 3 128 310 51 36 26 25 10 13 13 3 7 6 5 8 12 525 16:00 72 14 1 7 6 7 4 0 2 2 3 0 2 3 123 16:15 62 16 8 3 6 2 4 5 1 1 2 1 0 6 117 16:30 57 13 9 3 5 4 2 3 0 1 2 4 0 5 108 16:45 86 11 4 5 5 6 2 1 2 2 1 5 1 4 135 277 54 22 18 22 19 12 9 5 6 8 10 3 18 483 17:00 74 14 8 4 2 6 3 4 3 1 2 3 2 1 127 17:15 68 11 7 4 5 1 2 2 2 1 2 3 1 6 115 17:30 62 11 8 7 2 5 4 3 2 3 1 1 1 3 113 17:45 61 18 7 4 6 4 2 4 2 1 2 1 1 4 117 265 54 30 19 15 16 11 13 9 6 7 8 5 14 472 18:00 54 6 3 6 3 3 5 1 2 1 3 3 1 6 97 18:15 46 3 5 2 3 2 5 4 1 4 2 0 1 7 85 18:30 45 10 7 7 4 3 2 3 3 2 2 2 1 6 97 18:45 28 5 3 4 3 2 4 1 1 3 1 1 2 11 69 173 24 18 19 13 10 16 9 7 10 8 6 5 30 348 19:00 23 7 2 1 2 3 4 1 2 1 1 2 0 11 60 19:15 35 7 5 5 5 0 1 4 1 1 1 3 0 8 76 19:30 20 4 2 4 3 4 3 0 0 1 3 3 2 10 59 19:45 25 7 0 3 3 3 2 2 2 0 4 0 1 10 62 103 25 9 13 13 10 10 7 5 3 9 8 3 39 257 20:00 21 5 1 2 0 2 2 1 3 0 3 3 1 12 56 20:15 10 4 2 2 4 4 1 1 4 0 1 2 0 9 44 20:30 5 2 1 1 0 1 1 1 1 0 1 1 0 12 27 20:45 13 4 3 2 1 2 2 2 0 1 0 2 1 11 44 49 15 7 7 5 9 6 5 8 1 5 8 2 44 171 21:00 9 1 2 0 0 0 0 0 0 1 0 0 0 15 28 21:15 5 2 1 2 1 0 1 2 2 0 0 1 2 12 31 21:30 13 4 1 2 0 0 1 1 1 1 1 0 2 12 39 21:45 7 1 1 3 3 1 1 0 1 0 0 0 1 13 32 34 8 5 7 4 1 3 3 4 2 1 1 5 52 130 22:00 3 0 5 2 0 1 0 0 0 0 0 0 1 10 22 22:15 9 1 1 1 0 2 1 0 0 0 0 0 1 8 24 22:30 8 1 0 0 0 0 0 2 0 0 0 1 1 10 23 22:45 2 0 0 0 0 0 0 0 0 0 0 0 0 11 13 22 2 6 3 0 3 1 2 0 0 0 1 3 39 82 23:00 1 0 0 0 1 0 0 0 0 0 0 0 0 6 8 23:15 3 0 0 0 0 0 0 0 0 0 0 0 1 9 13 23:30 0 0 0 0 0 0 0 0 1 0 0 0 0 6 7 23:45 2 0 0 0 0 0 0 0 2 0 0 0 0 8 12 6 0 0 0 1 0 0 0 3 0 0 0 1 29 40 Total 2082 359 226 169 169 120 101 87 81 60 67 68 47 316 3952 Grand Total 3483 610 379 285 274 213 179 156 150 109 107 110 75 535 6665 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Page 5 West Main Street between Dunkin Donuts and Park Pleasant Avenue City, State:Hyannis, MA Client: VHB/ M. Duranleau 207610-atr a gap study Site Code: TBA Date Start: 03-Sep-20 Date End: 03-Sep-20 COMBINED Start 1 5 7 9 11 13 15 17 19 21 23 25 27 29 Total Time 4 6 8 10 12 14 16 18 20 22 24 26 28 999 09/03/20 1 1 0 0 0 1 1 0 1 0 0 0 0 8 13 00:15 1 0 0 0 0 0 0 0 0 2 0 0 0 8 11 00:30 0 0 0 0 0 0 0 0 0 0 0 0 0 7 7 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5 2 1 0 0 0 1 1 0 1 2 0 0 0 28 36 01:00 1 0 0 0 0 0 0 0 0 0 0 0 0 5 6 01:15 0 0 0 0 0 0 0 0 0 0 0 1 0 4 5 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 01:45 0 0 0 0 0 0 0 0 0 0 0 1 0 4 5 1 0 0 0 0 0 0 0 0 0 0 2 0 16 19 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 9 9 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 03:15 0 0 0 1 0 0 0 0 0 0 0 0 0 4 5 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 0 0 0 1 0 0 0 0 0 0 0 0 0 11 12 04:00 2 1 0 0 0 0 0 0 0 0 0 0 0 8 11 04:15 2 0 0 0 1 1 2 1 0 1 1 0 0 8 17 04:30 2 0 0 0 1 0 0 0 0 0 0 0 0 11 14 04:45 0 1 0 1 0 0 1 1 0 0 0 0 0 11 15 6 2 0 1 2 1 3 2 0 1 1 0 0 38 57 05:00 0 1 1 0 0 1 1 1 1 0 2 0 0 8 16 05:15 4 4 1 1 1 0 1 2 3 2 1 1 1 9 31 05:30 11 0 4 2 1 2 0 4 1 1 4 1 2 10 43 05:45 15 4 2 5 4 1 0 3 3 2 0 0 3 12 54 30 9 8 8 6 4 2 10 8 5 7 2 6 39 144 06:00 10 7 1 3 6 1 4 1 1 4 0 3 1 14 56 06:15 29 15 7 7 10 4 1 5 2 2 1 2 2 5 92 06:30 50 20 11 5 3 7 1 5 4 1 0 2 2 3 114 06:45 100 9 13 9 2 5 6 1 3 2 1 0 0 4 155 189 51 32 24 21 17 12 12 10 9 2 7 5 26 417 07:00 60 22 11 5 8 4 3 2 3 2 1 3 1 2 127 07:15 120 27 10 7 10 4 2 5 2 0 1 0 1 1 190 07:30 158 18 17 8 2 3 4 1 2 1 1 3 1 0 219 07:45 191 24 15 10 5 2 2 1 3 0 1 0 0 0 254 529 91 53 30 25 13 11 9 10 3 4 6 3 3 790 08:00 121 21 13 7 10 2 2 3 2 2 1 1 1 2 188 08:15 135 28 8 11 11 4 2 2 2 1 0 1 0 0 205 08:30 125 23 13 7 8 5 9 0 3 1 0 1 0 1 196 08:45 114 23 13 6 9 4 4 6 4 0 0 0 0 0 183 495 95 47 31 38 15 17 11 11 4 1 3 1 3 772 09:00 127 28 16 5 5 4 2 2 1 2 0 1 0 1 194 09:15 116 22 15 10 7 9 6 2 0 0 1 0 0 0 188 09:30 115 21 20 5 9 3 4 3 2 3 1 0 1 0 187 09:45 134 20 18 7 10 2 3 5 2 0 1 2 0 1 205 492 91 69 27 31 18 15 12 5 5 3 3 1 2 774 10:00 90 19 15 9 11 9 7 3 2 1 0 0 0 1 167 10:15 121 22 13 11 6 6 2 1 0 2 2 1 1 0 188 10:30 132 24 10 8 6 4 4 5 0 2 2 0 2 1 200 10:45 133 21 12 13 8 4 4 4 1 0 0 0 1 1 202 476 86 50 41 31 23 17 13 3 5 4 1 4 3 757 11:00 119 26 18 6 8 3 4 3 3 1 0 0 0 0 191 11:15 140 25 14 9 4 5 6 1 5 0 0 0 0 1 210 11:30 142 23 13 9 4 7 5 5 1 2 1 1 1 0 214 11:45 162 33 21 8 9 2 4 0 0 1 0 0 0 1 241 563 107 66 32 25 17 19 9 9 4 1 1 1 2 856 Total 2783 533 325 195 179 109 97 78 57 38 23 25 21 180 4643 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Page 6 West Main Street between Dunkin Donuts and Park Pleasant Avenue City, State:Hyannis, MA Client: VHB/ M. Duranleau 207610-atr a gap study Site Code: TBA Date Start: 03-Sep-20 Date End: 03-Sep-20 COMBINED Start 1 5 7 9 11 13 15 17 19 21 23 25 27 29 Total Time 4 6 8 10 12 14 16 18 20 22 24 26 28 999 12 PM 146 33 19 12 5 4 2 0 2 0 0 0 1 1 225 12:15 188 20 17 6 5 6 7 0 0 0 0 0 0 1 250 12:30 116 18 9 10 3 14 4 3 0 0 1 2 0 2 182 12:45 183 27 12 12 8 4 1 2 1 1 0 0 0 0 251 633 98 57 40 21 28 14 5 3 1 1 2 1 4 908 13:00 156 28 20 11 6 3 4 2 0 0 0 0 0 0 230 13:15 143 23 14 9 7 7 2 2 1 1 0 0 0 0 209 13:30 150 25 12 9 8 5 5 0 0 0 1 0 0 2 217 13:45 127 23 14 12 8 4 5 2 0 1 0 0 0 1 197 576 99 60 41 29 19 16 6 1 2 1 0 0 3 853 14:00 157 24 11 8 5 4 3 5 2 1 1 1 0 1 223 14:15 177 25 18 6 3 2 3 2 1 0 1 0 0 0 238 14:30 164 22 19 8 6 2 3 1 2 1 0 1 0 1 230 14:45 183 30 14 11 3 4 1 0 1 0 0 1 0 0 248 681 101 62 33 17 12 10 8 6 2 2 3 0 2 939 15:00 171 35 18 11 5 4 2 2 1 0 1 1 1 0 252 15:15 165 41 18 11 6 4 1 2 1 1 0 0 0 2 252 15:30 216 22 18 3 7 4 4 2 0 1 0 0 0 0 277 15:45 210 36 11 12 1 2 1 1 0 1 0 0 0 0 275 762 134 65 37 19 14 8 7 2 3 1 1 1 2 1056 16:00 200 25 14 15 4 7 0 1 1 0 1 0 0 1 269 16:15 144 40 15 8 9 2 2 1 1 1 0 0 1 0 224 16:30 156 25 15 10 5 2 1 3 0 2 2 0 0 0 221 16:45 191 30 11 16 5 4 1 2 0 0 0 0 1 1 262 691 120 55 49 23 15 4 7 2 3 3 0 2 2 976 17:00 198 34 14 10 4 3 2 2 1 0 2 0 0 0 270 17:15 182 24 14 7 1 5 5 1 1 1 0 1 0 0 242 17:30 145 23 23 4 3 4 2 5 0 2 2 0 0 0 213 17:45 138 38 11 6 3 3 6 5 4 0 1 0 0 2 217 663 119 62 27 11 15 15 13 6 3 5 1 0 2 942 18:00 121 22 12 9 6 5 6 2 3 0 0 2 0 1 189 18:15 110 18 20 10 10 1 5 1 0 2 0 0 1 1 179 18:30 127 27 13 7 5 3 2 3 2 1 1 1 0 2 194 18:45 75 25 7 10 8 5 1 2 0 1 2 0 2 5 143 433 92 52 36 29 14 14 8 5 4 3 3 3 9 705 19:00 71 19 15 11 5 6 4 1 4 2 1 1 0 1 141 19:15 86 18 13 6 4 4 1 3 3 2 1 2 1 5 149 19:30 68 24 5 10 7 7 7 2 4 2 2 1 0 1 140 19:45 77 15 9 10 8 4 3 2 1 0 5 2 0 2 138 302 76 42 37 24 21 15 8 12 6 9 6 1 9 568 20:00 62 17 12 5 10 4 4 3 1 3 3 2 1 4 131 20:15 42 9 12 7 8 4 8 8 3 0 1 0 1 2 105 20:30 23 10 2 5 5 4 4 1 4 3 1 0 4 7 73 20:45 43 13 10 6 5 6 1 1 3 2 0 3 0 7 100 170 49 36 23 28 18 17 13 11 8 5 5 6 20 409 21:00 31 16 4 2 4 0 1 3 2 4 2 1 0 12 82 21:15 17 12 6 7 3 4 1 2 2 1 3 2 3 8 71 21:30 29 11 6 5 2 3 5 1 0 2 2 1 4 8 79 21:45 27 8 7 5 4 6 3 1 0 1 1 1 0 11 75 104 47 23 19 13 13 10 7 4 8 8 5 7 39 307 22:00 26 6 7 5 3 3 0 3 3 1 0 3 2 8 70 22:15 18 5 3 3 2 4 3 3 2 1 0 1 2 9 56 22:30 23 4 3 2 2 0 2 4 1 0 2 2 2 10 57 22:45 5 2 2 1 4 1 2 0 0 3 1 0 1 14 36 72 17 15 11 11 8 7 10 6 5 3 6 7 41 219 23:00 9 2 0 1 2 0 0 2 2 1 0 0 2 11 32 23:15 3 0 3 0 0 0 1 1 0 0 1 0 2 14 25 23:30 1 0 0 0 0 1 0 0 2 0 0 0 0 11 15 23:45 2 1 0 0 1 0 0 0 2 1 0 0 0 11 18 15 3 3 1 3 1 1 3 6 2 1 0 4 47 90 Total 5102 955 532 354 228 178 131 95 64 47 42 32 32 180 7972 Grand Total 7885 1488 857 549 407 287 228 173 121 85 65 57 53 360 12615 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com 751 West Main Street Traffic Impact and Access Study Attachments Sight Distance Worksheets Stopping Sight Distance and Intersection Sight Distance Calculator [v0.97]Based on 'A Policy on Geometric Design of Highways and Streets', AASHTO, 2004Section ISection IIIProject InformationISD and SSD Calculations (rounded up to the next highest 5 feet) [sources: SSD - AASHTO, pp.110-117; ISD - AASHTO, pp. 650 - 664]Project Number: 15053.00Analyst: VHBCases are described in detail on subsequent pages. In summary…City/Town, State: Hyannis, MassachusettsB1: left turn from minor road, from stop controlLocation: West Main Street at East Site DrivewayClient: B2: right turn from minor road, from stop controlB3: crossing maneuver from minor road, from stop control, assuming left- and right turns Street Names and DirectionsStreet Notesare not permitted [otherwise, case B1 or B2 would supercede]Major Street name: West Main StreetMinor Street name: East Site DrivewayNB/SBDesirable Calculated… Condition Met?Minor Street intersects from the: … ISD, case B1: 445Yes… ISD, case B2: 385YesThe minor street predominantly serves…… ISD, case B3: 385YesSight distance location intersection is…[note: if number of lanes crossed exceeds 6, or if grades are steep, consult the manual]Total number of lanes on Major Street is…Grade Information [enter down slope as a negative number]Minimum Calculated …Condition Met?Major Street Approach Grade: 0.00%EB… ISD, case B1: 305Yes0.00%WB… ISD, case B2: 305YesMinor Street Approach Grade: 0.00%SB… ISD, case B3: 305Yes0.00%NB[note: minimum ISD is equal to required SSD]Major Street Speed InformationPostedObserved *Calculated …Condition Met?-EB40… SSD: 305traveling EBYes-WB40305traveling WBYes* note: off-peak 85th percentile speedsSection IISection IVISD and SSD ObservationsAASHTO GuidanceInstructions on how to observe and measure ISD and SSD are included on subsequent pages.Refer to AASHTO for specific guidance on SSD and ISD if presented with an unusual/atypical case.Adequate ISD is not needed at signalized intersections, assuming traffic signal heads are visible on all approaches.Any object that would obstruct the driver's view should be removed or lowered, if practical. Such objects include buildings, parked cars, highway structures, hedges/vegetation/trees/bushes/unmowed lawn, walls, fences, and terrain.For ISD, an object should be considered an obstruction if it obstructs the vision of a driver whose eye height is 3.5 feet above theroadway surface and the object to be seen is 3.5 feet above the surface of the intersecting road.Where horizontal sight restrictions occur on downgrades, particularly at the ends of long downgrades, it is desirable to provideSSD that exceeds those values indicated above (refer to page 114 of AASHTO).Limiting Factors:Observed ISD: >1000looking left [west] Roadway curvature - can see over 1000'(rounded to nearest 5 feet)>1000looking right [east]Observed SSD: >1000traveling EB Roadway curvature - can see over 1000'(rounded to nearest 5 feet)>1000traveling WBSSD - Stopping sight distance 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 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. ISD - Intersection sight distance is the distance that is based on the time required for perception, reaction and completion of the desired critical exiting maneuver [typically, a left turn] once the driver on a minor street approach [or a site drive] decides to execute the maneuver. Calculation for the critical ISD includes the time to [1] turn left, and to clear the near half of the intersection without conflicting with the vehicles approaching from the left; and [2] upon turning left, to accelerate to the operating speed on the roadway without causing approaching vehicles on the main road 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.\\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\ssheets\Sight Distance\AASHTO_sight_distance_East Drivewaylast revised: 2006.08.01 Stopping Sight Distance and Intersection Sight Distance Calculator [v0.97]Based on 'A Policy on Geometric Design of Highways and Streets', AASHTO, 2004Section ISection IIIProject InformationISD and SSD Calculations (rounded up to the next highest 5 feet) [sources: SSD - AASHTO, pp.110-117; ISD - AASHTO, pp. 650 - 664]Project Number: 15053.00Analyst: VHBCases are described in detail on subsequent pages. In summary…City/Town, State: Hyannis, MassachusettsB1: left turn from minor road, from stop controlLocation: West Main Street at West Site DrivewayClient: B2: right turn from minor road, from stop controlB3: crossing maneuver from minor road, from stop control, assuming left- and right turns Street Names and DirectionsStreet Notesare not permitted [otherwise, case B1 or B2 would supercede]Major Street name: West Main StreetMinor Street name: West Site DrivewayNB/SBDesirable Calculated… Condition Met?Minor Street intersects from the: … ISD, case B1: 445Yes… ISD, case B2: 385YesThe minor street predominantly serves…… ISD, case B3: 385YesSight distance location intersection is…[note: if number of lanes crossed exceeds 6, or if grades are steep, consult the manual]Total number of lanes on Major Street is…Grade Information [enter down slope as a negative number]Minimum Calculated …Condition Met?Major Street Approach Grade: 0.00%EB… ISD, case B1: 305Yes0.00%WB… ISD, case B2: 305YesMinor Street Approach Grade: 0.00%SB… ISD, case B3: 305Yes0.00%NB[note: minimum ISD is equal to required SSD]Major Street Speed InformationPostedObserved *Calculated …Condition Met?-EB40… SSD: 305traveling EBYes-WB40305traveling WBYes* note: off-peak 85th percentile speedsSection IISection IVISD and SSD ObservationsAASHTO GuidanceInstructions on how to observe and measure ISD and SSD are included on subsequent pages.Refer to AASHTO for specific guidance on SSD and ISD if presented with an unusual/atypical case.Adequate ISD is not needed at signalized intersections, assuming traffic signal heads are visible on all approaches.Any object that would obstruct the driver's view should be removed or lowered, if practical. Such objects include buildings, parked cars, highway structures, hedges/vegetation/trees/bushes/unmowed lawn, walls, fences, and terrain.For ISD, an object should be considered an obstruction if it obstructs the vision of a driver whose eye height is 3.5 feet above theroadway surface and the object to be seen is 3.5 feet above the surface of the intersecting road.Where horizontal sight restrictions occur on downgrades, particularly at the ends of long downgrades, it is desirable to provideSSD that exceeds those values indicated above (refer to page 114 of AASHTO).Limiting Factors:Observed ISD: >1000looking left [west] Roadway curvature - can see over 1000'(rounded to nearest 5 feet)>1000looking right [east]Observed SSD: >1000traveling EB Roadway curvature - can see over 1000'(rounded to nearest 5 feet)>1000traveling WBSSD - Stopping sight distance 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 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. ISD - Intersection sight distance is the distance that is based on the time required for perception, reaction and completion of the desired critical exiting maneuver [typically, a left turn] once the driver on a minor street approach [or a site drive] decides to execute the maneuver. Calculation for the critical ISD includes the time to [1] turn left, and to clear the near half of the intersection without conflicting with the vehicles approaching from the left; and [2] upon turning left, to accelerate to the operating speed on the roadway without causing approaching vehicles on the main road 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.\\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\ssheets\Sight Distance\AASHTO_sight_distance_West Drivewaylast revised: 2006.08.01 751 West Main Street Traffic Impact and Access Study Attachments Empirical Drive-Through Queue Data Queue Observations Thursday, August 11, 2016 Weekday Morning Time Pick-up to Order Window Order Window to end Total Pick-up to Order Window Order Window to end Total 7:00 AM 4 0 4 2 1 3 7:05 AM 0 0 0 1 1 2 7:10 AM 1 1 2 4 1 5 7:15 AM 3 2 5 2 1 3 7:20 AM 3 0 3 3 1 4 7:25 AM 1 1 2 1 1 2 7:30 AM 4 0 4 4 2 6 7:35 AM 3 3 6 2 0 2 7:40 AM 4 4 8 0 0 0 7:45 AM 5 4 9 3 1 4 7:50 AM 5 5 10 1 3 4 7:55 AM 4 3 7 2 1 3 8:00 AM 5 1 6 2 1 3 8:05 AM 4 3 7 3 2 5 8:10 AM 5 3 8 2 1 3 8:15 AM 5 6 11 3 1 4 8:20 AM 6 6 12 3 0 3 8:25 AM 3 6 9 1 0 1 8:30 AM 4 3 7 1 3 4 8:35 AM 5 5 10 0 0 0 8:40 AM 5 3 8 1 1 2 8:45 AM 5 5 10 2 1 3 8:50 AM 3 2 5 1 1 2 8:55 AM 5 4 9 2 0 2 Cotuit, MA Sandwich, MA Queue (veh) Queue Observations Thursday, August 11, 2016 Weekday Evening Time Pick-up to Order Window Order Window to end Total Pick-up to Order Window Order Window to end Total 4:00 PM 1 0 1 0 0 0 4:05 PM 3 0 3 2 1 3 4:10 PM 2 0 2 2 0 2 4:15 PM 2 1 3 0 0 0 4:20 PM 2 0 2 0 0 0 4:25 PM 1 0 1 2 0 2 4:30 PM 0 0 0 1 0 1 4:35 PM 1 0 1 1 1 2 4:40 PM 0 0 0 2 0 2 4:45 PM 0 2 2 0 0 0 4:50 PM 2 0 2 0 1 1 4:55 PM 2 1 3 0 0 0 5:00 PM 1 0 1 1 0 1 5:05 PM 0 0 0 2 0 2 5:10 PM 1 2 3 1 0 1 5:15 PM 2 0 2 0 0 0 5:20 PM 2 1 3 1 0 1 5:25 PM 0 0 0 0 0 0 5:30 PM 1 0 1 0 0 0 5:35 PM 1 1 2 1 1 2 5:40 PM 0 0 0 0 0 0 5:45 PM 1 1 2 0 0 0 5:50 PM 0 0 0 0 0 0 5:55 PM 1 0 1 0 0 0 Cotuit, MA Sandwich, MA Queue (veh) Queue Observations Saturday, August 2016 Saturday Midday 8/13/2016 8/20/2016 8/20/2016 Time Pick-up to Order Window Order Window to end Total Pick-up to Order Window Order Window to end Total Pick-up to Order Window Order Window to end Total 11:00 AM 0 1 1 5 4 9 3 1 4 11:05 AM 1 2 3 5 4 9 3 1 4 11:10 AM 2 4 6 5 5 10 2 2 4 11:15 AM 3 2 5 5 3 8 3 3 6 11:20 AM 0 1 1 5 5 10 2 4 6 11:25 AM 2 1 3 2 5 7 1 0 1 11:30 AM 0 0 0 3 1 4 1 1 2 11:35 AM 1 0 1 3 3 6 3 0 3 11:40 AM 1 1 2 3 4 7 0 1 1 11:45 AM 2 1 3 4 4 8 0 0 0 11:50 AM 2 0 2 3 0 3 1 0 1 11:55 AM 3 4 7 3 1 4 1 2 3 12:00 PM 0 0 0 4 0 4 2 3 5 12:05 PM 1 0 1 4 2 6 2 4 6 12:10 PM 1 3 4 4 2 6 2 2 4 12:15 PM 1 1 2 3 4 7 2 0 2 12:20 PM 1 2 3 5 5 10 1 0 1 12:25 PM 0 0 0 3 3 6 1 1 2 12:30 PM 0 0 0 5 3 8 1 0 1 12:35 PM 1 0 1 2 3 5 1 1 2 12:40 PM 1 0 1 3 0 3 0 1 1 12:45 PM 1 1 2 2 5 7 2 3 5 12:50 PM 0 1 1 4 3 7 1 0 1 12:55 PM 5 3 8 3 2 5 1 0 1 1:00 PM 1 0 1 3 2 5 0 1 1 1:05 PM 1 1 2 4 1 5 2 0 2 1:10 PM 0 0 0 2 2 4 1 2 3 1:15 PM 0 0 0 2 4 6 2 0 2 1:20 PM 0 0 0 3 3 6 0 0 0 1:25 PM 1 1 2 3 1 4 0 0 0 1:30 PM 0 0 0 1 4 5 1 1 2 1:35 PM 0 0 0 2 4 6 0 1 1 1:40 PM 0 0 0 3 5 8 1 0 1 1:45 PM 0 0 0 3 7 10 1 0 1 1:50 PM 0 0 0 3 5 8 2 0 2 1:55 PM 0 0 0 2 4 6 1 1 2 Sandwich, MA Queue (veh) Cotuit, MA Hyannis, MA