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Home My WebLink AboutTraffic Memorandum_School Peaks_Feb 2022_final Engineers Scientists Planners Designers 101 Walnut Street, PO Box 9151, Watertown, Massachusetts 02471 P 617.924.1770 F 617.924.2286 www.vhb.com To: Mr. Sal Couto Date: February 1, 2022 Chief Executive Officer & Principal Couto Management Group, LLC 169 Main Street Stoneham, MA 02180 Project #: 15053.00 From: Randall Hart, Principal Ashley Domogala, EIT, Transportation Consultant Re: Dunkin’ Drive-Through Window Proposal Traffic Impact and Access Study – School Peaks 751 West Main Street Hyannis, Massachusetts Vanasse Hangen Brustlin, Inc. (VHB) has prepared this supplemental traffic memorandum to expand on the work presented in our October 21, 2021 Traffic Impact and Access Study (TIAS) memorandum. The Town of Barnstable has requested that additional peak hour periods be reviewed. Specifically, the request was related to conducting counts and analyses when Barnstable High School is in normal session. The following additional analyses were conducted to respond to the request. As detailed herein, consistent with the October 2021 TIAS, the proposed drive-through window is expected to have minimal impacts on site and area traffic operations. Study Area Consistent with the October 2021 TIAS memo, a study area comprised of the following intersections and their approach roadways were reviewed: › 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 Existing Traffic Volumes Peak hour turning movement counts (TMCs) were conducted at the study area intersections on a typical weekday in January 2022. The TMCs were conducted during the weekday morning peak period from 7:00 AM to 9:00 AM and during the weekday afternoon peak period from 1:30 PM to 3:30 PM. These periods were selected to capture peak Barnstable High School activity. Based on a review of the count data, the weekday morning and weekday afternoon peak hours of vehicular activity were determined to be 7:15 AM to 8:15 AM and 1:45 PM to 3:45 PM, respectively. The existing turning movement count data is provided in the Attachments. Comparison of the January 2022 TMCs to the pre-Labor Day September 2020 TMCs shows that the January 2022 volumes are higher in the school peak hours than in the peak hours during peak summer season. This may be attributed to the fact that more parents are driving their children to school due to the pandemic. Additionally, the traffic during the school peak hours is not necessarily driven by commuter traffic that would have decreased during the pandemic. Therefore, no adjustments were made to the January 2022 volumes. The 2022 Existing traffic volume networks for the weekday morning and weekday afternoon peak hours are provided in the Attachments. Dunkin’ Drive-Through Window Proposal – TIAS – School Peaks Ref: 15053.00 February 1, 2022 Page 2 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 was used for the evaluation, consistent with the October 2021 TIAS and MassDOT Transportation Impact and Access (TIA) study requirements. No-Build Traffic Volumes The 2029 No-Build traffic volumes were generated by applying a background growth rate of 0.5-percent per year as well as adding site-generated traffic from the background developments described in the October 2021 TIAS, except for the Dollar General store which has since completed construction and is therefore already accounted for in the January 2022 counts. The 2029 No-Build traffic volume networks for the weekday morning and weekday afternoon peak hours 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 Manual1 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 afternoon peak periods in January 2022. 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 afternoon peak periods at the two Site driveways. Table 1 presents the empirical trip generation data for the existing Site. 1 Trip Generation Manual (10th edition), Institute of Transportation Engineers (Washington DC), 2017. Dunkin’ Drive-Through Window Proposal – TIAS – School Peaks Ref: 15053.00 February 1, 2022 Page 3 Table 1 Existing Site Trip Generation Summary Time Period Site-Generated Vehicle Trips Weekday Morning Peak Hour Enter 64 Exit 67 Total 131 Weekday Afternoon Peak Hour Enter 42 Exit 48 Total 90 Source: VHB based on turning movement counts conducted on Thursday, January 20, 2022. Based on the turning movement counts, the existing Dunkin’ without a drive-through window generates approximately 131 vehicle trips (64 entering/67 exiting) during the weekday morning peak hour and 90 vehicle trips (42 entering/48 exiting) during the weekday afternoon 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 existing 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. ITE Trip Generation The ITE Trip Generation Manual categorizes land uses and provides weekday morning peak hour and weekday afternoon 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. Pass-By Trips Consistent with the October 2021 TIAS, 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 afternoon peak hours, respectively, as outlined in the ITE Trip Generation Handbook. This is consistent with the methodology presented in the original TIAS analysis. 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 Dunkin’ Drive-Through Window Proposal – TIAS – School Peaks Ref: 15053.00 February 1, 2022 Page 4 take transit, walk, or bike to the Site. To estimate the weekday afternoon peak hour, the ratios for existing entering and exiting traffic for the peak hours studied were used. The weekday afternoon peak hour traffic was approximately 66-percent of entering trips and 72-percent of exiting trips in the weekday morning peak hour. Therefore, factors of 0.66 and 0.72 were applied to the estimated morning peak hour entering and exiting trip generation, respectively, to estimate the weekday afternoon peak hour trip generation. Table 2 below provides a summary of the anticipated number of vehicle trips to be generated by the Project. Table 2 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 d Enter 84 99 15 9 6 Exit 81 103 22 9 13 Total 165 203 37 18 19 Weekday Afternoon Peak Hour e Enter 55 65 10 8 2 Exit 58 74 16 8 8 Total 113 139 26 16 10 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 afternoon peak hours, respectively. d Weekday morning peak hour trip generation estimates based on AM peak hour of generator, as specified in the Cape Cod Commission Transportation Technical Bulletin (February 2019). e Weekday afternoon peak hour trip generation estimates based on ratio of existing trips for weekday morning peak hour and weekday afternoon peak hour. Factors of 0.66 and 0.72 applied to weekday morning peak hour entering and exiting trip generation, respectively. As shown in Table 2, 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 10 new vehicle trips (2 entering/ 8 exiting) during the weekday afternoon 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 1 with the ITE-projected volumes in Table 2 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 113 vehicle trips during the weekday afternoon peak hour (not accounting for pass-by trips), while the existing Dunkin’ shop without a drive-through window on Site only generates 131 vehicle trips during the weekday morning peak hour and 90 vehicle trips during the weekday afternoon 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 Dunkin’ Drive-Through Window Proposal – TIAS – School Peaks Ref: 15053.00 February 1, 2022 Page 5 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 2 have been added to the existing Site- generated trips summarized in Table 1. 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 3. Table 3 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 64 9 6 79 Exit 67 9 13 89 Total 131 18 19 168 Weekday Afternoon Peak Hour Enter 42 8 2 52 Exit 48 8 8 64 Total 90 16 10 116 a From Table 1 b From Table 2 As shown in Table 3, the Site with the Project in place is expected to generate approximately 168 vehicle trips (79 entering/ 89 exiting) during the weekday morning peak hour and approximately 116 vehicle trips (52 entering/ 64 exiting) during the weekday afternoon 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 site-generated trips were distributed consistent with the trip distribution presented in the October 2021 TIAS. Consistent with the October 2021 TIAS, the existing and future Site-generated traffic was also redistributed between the two Site driveways to reflect a shift 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. The site-generated trips networks for the weekday morning and weekday afternoon peak hours are provided in the Attachments. Build Traffic Volumes The new project-related traffic volumes shown in Table 4 were assigned to the study area roadway network based on the trip distribution patterns and added to the 2029 No-Build peak hour traffic volumes to develop the 2029 Build Dunkin’ Drive-Through Window Proposal – TIAS – School Peaks Ref: 15053.00 February 1, 2022 Page 6 peak hour traffic volumes. The 2029 Build traffic volume networks for the weekday morning and weekday afternoon peak hours are provided in the Attachments. Traffic Operations Analysis The traffic operations analysis was performed consistent with the October 2021 TIAS. Levels-of-service analyses were conducted for the 2022 Existing, 2029 No-Build, and 2029 Build conditions for the study area intersections. Table 4 summarizes the capacity analyses for the unsignalized intersections, and the capacity analyses worksheets are included in the Attachments. Table 4 Unsignalized Intersection Capacity Analysis Location / Movement 2022 Existing Conditions 2029 No-Build Conditions 2029 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 50 0.27 23 C 28 50 0.20 22 C 18 25 0.12 23 C 10 Weekday Afternoon WB L 5 0.01 9 A 0 5 0.01 9 A 0 15 0.02 9 A 3 NB L/R 40 0.24 22 C 23 40 0.16 21 C 15 20 0.09 20 C 8 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 20 0.10 20 C 8 20 0.08 20 C 8 70 0.28 23 C 28 Weekday Afternoon WB L 5 0.01 9 A 0 5 0.01 9 A 0 2 0.00 9 A 0 NB L/R 10 0.07 20 C 5 10 0.04 20 C 3 45 0.18 21 C 15 West Main Street at Pine Street / Barnstable High School Driveway Weekday Morning EB L 35 0.04 9 A 3 35 0.04 9 A 3 35 0.04 9 A 3 WB L 140 0.19 10 A 18 145 0.17 10 A 15 145 0.17 10 A 15 NB L/T 7 0.17 85 F 13 7 0.11 64 F 10 7 0.11 65 F 10 NB R 235 0.67 28 D 120 245 0.59 24 C 93 245 0.59 24 C 93 SB L/T/R 66 >1.20 >120 F 620 66 >1.20 >120 F 175 66 >1.20 >120 F 178 Weekday Afternoon EB L 15 0.02 9 A 0 15 0.02 9 A 3 15 0.02 9 A 3 WB L 180 0.18 9 A 18 185 0.20 10 A 18 185 0.20 10 A 20 NB L/T 10 0.20 84 F 18 10 0.17 74 F 15 10 0.17 74 F 15 NB R 195 0.37 15 B 43 200 0.41 16 C 50 200 0.41 17 C 50 SB L/T/R 110 >1.20 >120 F 675 110 >1.20 >120 F 240 110 >1.20 >120 F 243 Note: Any improvements from 2022 Existing Conditions to 2029 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. Dunkin’ Drive-Through Window Proposal – TIAS – School Peaks Ref: 15053.00 February 1, 2022 Page 7 As shown in Table 4, 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 during both peak hours under the 2029 Build Conditions with queues exiting the two driveways not expected to exceed two vehicle lengths. 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. 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 10 new vehicle trips (2 entering/ 8 exiting) during the weekday afternoon peak hour. Based on the intersection capacity analyses, the Project is expected to have minimal impact upon operations at the study area 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. Dunkin’ Drive-Through Window Proposal – TIAS – School Peaks Ref: 15053.00 February 1, 2022 Page 8 Attachments › Volume Figures › Traffic Count Data › Capacity Analysis Worksheets Dunkin’ Drive-Through Window Proposal – TIAS – School Peaks Ref: 15053.00 February 1, 2022 Volume Figures Neg = Negligible Weekday Morning Peak Hour Weekday Afternoon Peak Hour Neg = Negligible5neg23530neg3535 575 10 35 385 140West Main School Driveway1010620 5 410 10 2525600 35 410 10 Street DrivewayWest SiteDrivewayEast SiteBarnstable HighPine Street5519570103015 450 15 15 500 180West Main School Driveway55475 5 560 5 2020460 25 560 5 Street DrivewayWest SiteDrivewayEast SiteBarnstable HighPine Street\\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\Graphics\FIGURES\Networks_2022.dwg Figure 12022 E[isting &onditions 751 West Main Street Hyannis Massachusetts Not to Scale Neg = Negligible Weekday Morning Peak Hour Weekday Afternoon Peak Hour Neg = Negligible5neg24530neg3535 610 10 35 430 145West Main School Driveway1010655 5 455 10 2525635 35 455 10 Street DrivewayWest SiteDrivewayEast SiteBarnstable HighPine Street5520070103015 500 15 15 540 185West Main School Driveway55525 5 605 5 2020510 25 605 5 Street DrivewayWest SiteDrivewayEast SiteBarnstable HighPine Street\\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\Graphics\FIGURES\Networks_2022.dwg Figure 22029 No Build &onditions 751 West Main Street Hyannis Massachusetts Not to Scale Neg = Negligible Weekday Morning Peak Hour 1(6) (1) 2West 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] = Pass-By Traffic Weekday Afternoon Peak Hour Neg = Negligible XX = Entering Traffic (XX) = Exiting Traffic [XX] = Pass-By Traffic (3) (1) 1West Main School Driveway[3] (3)[3] (3)[-3] (1) 1 [-1] [1][1] (1)[1] (1)[-4] [4] 1 (3) [-1] 1 [3]Street DrivewayWest SiteDrivewayEast SiteBarnstable HighPine Street\\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\Graphics\FIGURES\Networks_2022.dwg Figure 3Site-*enerated TriSs 51 West Main Street Hyannis Massachusetts Not to Scale Neg = Negligible Weekday Morning Peak Hour Weekday Afternoon Peak Hour Neg = Negligible5neg24530neg3535 615 10 35 430 145West Main School Driveway3535635 neg 465 5 1510625 45 475 25 Street DrivewayWest SiteDrivewayEast SiteBarnstable HighPine Street5520070103015 505 15 15 540 185West Main School Driveway2025510 5 610 neg 1010505 30 615 15 Street DrivewayWest SiteDrivewayEast SiteBarnstable HighPine Street\\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\Graphics\FIGURES\Networks_2022.dwg Figure 42029 Build &onditions 751 West Main Street Hyannis Massachusetts Not to Scale Dunkin’ Drive-Through Window Proposal – TIAS – School Peaks Ref: 15053.00 February 1, 2022 Traffic Count Data Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 91 7 0 98 12 5 0 17 10 129 0 139 254 113 5 0 118 8 10 0 18 11 152 0 163 299 812083440871480155246 89 1 0 90 7 3 0 10 7 173 0 180 280 374 15 0 389 31 22 0 53 35 602 0 637 1079 121 2 0 123 6 7 0 13 11 125 0 136 272 9740101710881260134243 75 2 0 77 10 5 0 15 11 121 0 132 224 9820100420671300137243 391 10 0 401 27 15 0 42 37 502 0 539 982 765 25 0 790 58 37 0 95 72 1104 0 1176 2061 96.8 3.2 0.0 61.1 38.9 0.0 6.1 93.9 0.0 37.1 1.2 0.0 38.3 2.8 1.8 0.0 4.6 3.5 53.6 0.0 57.1 1162 97 802 2061 727 25 0 752 57 36 0 93 71 1068 0 1139 1984 95.0 100.0 0.0 95.2 98.3 97.3 0.0 97.9 98.6 96.7 0.0 96.9 96.3 1125 96 763 1984 380038110213603777 5.0 0.0 0.0 4.8 1.7 2.7 0.0 2.1 1.4 3.3 0.0 3.1 3.7 37 1 39 77 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 113 5 0 118 8 10 0 18 11 152 0 163 299 812083440871480155246 89 1 0 90 7 3 0 10 7 173 0 180 280 121 2 0 123 6 7 0 13 11 125 0 136 272 404 10 0 414 25 24 0 49 36 598 0 634 1097 97.6 2.4 0.0 51.0 49.0 0.0 5.7 94.3 0.0 0.835 0.500 0.000 0.841 0.781 0.600 0.000 0.681 0.818 0.864 0.000 0.881 0.917 391 10 0 401 24 24 0 48 35 577 0 612 1061 96.8 100.0 0.0 96.9 96.0 100.0 0.0 98.0 97.2 96.5 0.0 96.5 96.7 130013100112102236 3.2 0.0 0.0 3.1 4.0 0.0 0.0 2.0 2.8 3.5 0.0 3.5 3.3 391 10 0 401 24 24 0 48 35 577 0 612 1061 130013100112102236 404 10 0 414 25 24 0 49 36 598 0 634 1097 601 45 415 1061 22 1 13 36 623 46 428 1097 from East from South from West Approach % Grand Total West Main StreetDunkin Donuts West drivewayWest Main Street 7:45 AM 8:00 AM from East from West from South West Main Street7:15 AM 8:45 AM Total Dunkin Donuts West driveway % Approach Total PHF Cars Enter Leg 7:45 AM 8:00 AM Heavy Vehicles % Total Volume 7:15 AM 7:30 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: 228372 A S: Dunkin Donuts West driveway E: West Main Street W: West Main Street Hyannis, MA VHB/A. Domogala 15053.00 Thursday, January 20, 2022 7:00 AM 9:00 AM Page 1 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 80 7 0 87 12 4 0 16 10 125 0 135 238 109 5 0 114 8 10 0 18 11 148 0 159 291 802082440871450152242 85 1 0 86 7 3 0 10 6 163 0 169 265 354 15 0 369 31 21 0 52 34 581 0 615 1036 117 2 0 119 5 7 0 12 11 121 0 132 263 944098710881200128234 71 2 0 73 10 5 0 15 11 118 0 129 217 912093420671280135234 373 10 0 383 26 15 0 41 37 487 0 524 948 727 25 0 752 57 36 0 93 71 1068 0 1139 1984 96.7 3.3 0.0 61.3 38.7 0.0 6.2 93.8 0.0 36.6 1.3 0.0 37.9 2.9 1.8 0.0 4.7 3.6 53.8 0.0 57.4 1125 96 763 1984 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 109 5 0 114 8 10 0 18 11 148 0 159 291 802082440871450152242 85 1 0 86 7 3 0 10 6 163 0 169 265 117 2 0 119 5 7 0 12 11 121 0 132 263 391 10 0 401 24 24 0 48 35 577 0 612 1061 97.5 2.5 0.0 50.0 50.0 0.0 5.7 94.3 0.0 0.835 0.500 0.000 0.842 0.750 0.600 0.000 0.667 0.795 0.885 0.000 0.905 0.912 391 10 0 401 24 24 0 48 35 577 0 612 1061 601 45 415 1061 1002 93 1027 2122 8:00 AM Entering Leg Exiting Leg Total PHF Total Volume Grand Total Approach % Total % Exiting Leg Total 7:15 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 West driveway 228372 A S: Dunkin Donuts West driveway E: West Main Street W: West Main Street Hyannis, MA VHB/A. Domogala 15053.00 Thursday, January 20, 2022 7:00 AM 9:00 AM 8:00 AM from East from South from West West Main Street Dunkin Donuts West driveway West Main Street 7:15 AM 7:30 AM 7:45 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 157 Washington Street, Suite 2 Hudson, MA 01749 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 1100110101040416 4004000004048 1001000003034 4004000011001115 200020010112102243 4004100104049 3003000006069 4004000003037 7007000002029 180018100101501534 380038110213603777 100.0 0.0 0.0 50.0 50.0 0.0 2.7 97.3 0.0 49.4 0.0 0.0 49.4 1.3 1.3 0.0 2.6 1.3 46.8 0.0 48.1 37 1 39 77 200020000001801838 52.6 0.0 0.0 52.6 0.0 0.0 0.0 0.0 0.0 50.0 0.0 48.6 49.4 18 0 20 38 150015110211501633 39.5 0.0 0.0 39.5 100.0 100.0 0.0 100.0 100.0 41.7 0.0 43.2 42.9 16 1 16 33 3003000003036 7.9 0.0 0.0 7.9 0.0 0.0 0.0 0.0 0.0 8.3 0.0 8.1 7.8 3036 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 1100110101040416 4004000004048 1001000003034 4004000011001115 200020010112102243 100.0 0.0 0.0 0.0 100.0 0.0 4.5 95.5 0.0 0.455 0.000 0.000 0.455 0.000 0.250 0.000 0.250 0.250 0.525 0.000 0.500 0.672 140014000001201226 70.0 0.0 0.0 70.0 0.0 0.0 0.0 0.0 0.0 57.1 0.0 54.5 60.5 40040101170813 20.0 0.0 0.0 20.0 0.0 100.0 0.0 100.0 100.0 33.3 0.0 36.4 30.2 2002000002024 10.0 0.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 9.5 0.0 9.1 9.3 140014000001201226 40040101170813 2002000002024 200020010112102243 12 0 14 26 71513 2024 21 1 21 43 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 7:15 AM 7:30 AM 7:45 AM Total Volume % Approach Total PHF from West Total 7:00 AM from East from South 7:00 AM West Main Street Dunkin Donuts West driveway 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/A. Domogala Site Code:15053.00 West Main Street from East from South from West Dunkin Donuts West driveway Total PDI File #:228372 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, January 20, 2022 Start Time: Page 3 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 90090000020211 1001000002023 1001000003034 3003000005058 140014000001201226 2002000001013 1001000004045 3003000000003 0000000001011 60060000060612 200020000001801838 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 52.6 0.0 0.0 52.6 0.0 0.0 0.0 0.0 0.0 47.4 0.0 47.4 18 0 20 38 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 90090000020211 1001000002023 1001000003034 3003000005058 140014000001201226 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.389 0.000 0.000 0.389 0.000 0.000 0.000 0.000 0.000 0.600 0.000 0.600 0.591 140014000001201226 12 0 14 26 26 0 26 52 PDI File #:228372 A Location: S: Dunkin Donuts West driveway Location:E: West Main Street W: West Main Street Count Date:Thursday, January 20, 2022 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 Class:Buses 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 7:00 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 West driveway West Main Street from East PHF Entering Leg Exiting Leg Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Volume % Approach Total from East from South from West Page 4 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 2002010101014 2002000002024 0000000000000 0000000014055 40040101170813 2002100103036 2002000002024 1001000002023 6006000001017 1100111001080820 150015110211501633 100.0 0.0 0.0 50.0 50.0 0.0 6.3 93.8 0.0 45.5 0.0 0.0 45.5 3.0 3.0 0.0 6.1 3.0 45.5 0.0 48.5 16 1 16 33 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 2002100103036 2002000002024 1001000002023 6006000001017 1100111001080820 100.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.458 0.000 0.000 0.458 0.250 0.000 0.000 0.250 0.000 0.667 0.000 0.667 0.714 1100111001080820 9 0 11 20 20 1 19 40 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 % 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 West driveway West Main Street PDI File #:228372 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, January 20, 2022 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 from East from South from West Page 5 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 0000000001011 1001000000001 0000000000000 1001000001012 2002000002024 0000000000000 0000000000000 0000000001011 1001000000001 1001000001012 3003000003036 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 3036 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 0000000001011 1001000000001 0000000000000 1001000001012 2002000002024 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 0.500 0.000 0.500 0.500 2002000002024 2024 4048 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 West driveway 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 West driveway West Main Street PDI File #:228372 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, January 20, 2022 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 from East from South from West Page 6 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 0000000000000000000 1000010000000000001 0000000000000000000 1000010000000000001 1000010000000100012 100.0 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 50.0 0.0 0.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.0 0.0 0.0 50.0 1012 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 West Main Street Dunkin Donuts West driveway 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 7:00 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: 7:30 AM 7:45 AM Total Volume % Approach Total PHF from West Total 7:00 AM 7:15 AM from East from South Entering Leg Exiting Leg Total Class: 228372 A S: Dunkin Donuts West driveway E: West Main Street W: West Main Street Hyannis, MA VHB/A. Domogala 15053.00 Thursday, January 20, 2022 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 157 Washington Street, Suite 2 Hudson, MA 01749 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 0000000000110000001 0000000000000000000 0000000000000000000 0000000000110000001 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 Entering Leg Exiting Leg Total 8:00 AM 8:15 AM Total Volume % Approach Total PHF from West Total 7:30 AM 7:45 AM West Main Street from East from South 7:30 AM West Main Street Dunkin Donuts West driveway Grand Total Approach % Total % Exiting Leg Total 7:00 AM 7:15 AM 7:30 AM West Main Street Dunkin Donuts West driveway Total West Main Street from East Count Date: Start Time: End Time: Class: 228372 A S: Dunkin Donuts West driveway E: West Main Street W: West Main Street Hyannis, MA VHB/A. Domogala 15053.00 Thursday, January 20, 2022 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 157 Washington Street, Suite 2 Hudson, MA 01749 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 944098210381070115216 111 3 0 114 6 5 0 11 9 125 0 134 259 205 7 0 212 8 6 0 14 17 232 0 249 475 172 1 0 173 9 7 0 16 8 103 0 111 300 14230145430731120115267 13000130140561190125260 12210123320511230124252 566 5 0 571 17 16 0 33 18 457 0 475 1079 12210123240661130119248 11120113330631150118237 233 3 0 236 5 7 0 12 9 228 0 237 485 1004 15 0 1019 30 29 0 59 44 917 0 961 2039 98.5 1.5 0.0 50.8 49.2 0.0 4.6 95.4 0.0 49.2 0.7 0.0 50.0 1.5 1.4 0.0 2.9 2.2 45.0 0.0 47.1 947 59 1033 2039 966 15 0 981 30 29 0 59 44 892 0 936 1976 96.2 100.0 0.0 96.3 100.0 100.0 0.0 100.0 100.0 97.3 0.0 97.4 96.9 922 59 995 1976 380038000002502563 3.8 0.0 0.0 3.7 0.0 0.0 0.0 0.0 0.0 2.7 0.0 2.6 3.1 25 0 38 63 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 111 3 0 114 6 5 0 11 9 125 0 134 259 172 1 0 173 9 7 0 16 8 103 0 111 300 14230145430731120115267 13000130140561190125260 555 7 0 562 20 19 0 39 26 459 0 485 1086 98.8 1.2 0.0 51.3 48.7 0.0 5.4 94.6 0.0 0.807 0.583 0.000 0.812 0.556 0.679 0.000 0.609 0.722 0.918 0.000 0.905 0.905 527 7 0 534 20 19 0 39 26 452 0 478 1051 95.0 100.0 0.0 95.0 100.0 100.0 0.0 100.0 100.0 98.5 0.0 98.6 96.8 2800280000070735 5.0 0.0 0.0 5.0 0.0 0.0 0.0 0.0 0.0 1.5 0.0 1.4 3.2 527 7 0 534 20 19 0 39 26 452 0 478 1051 2800280000070735 555 7 0 562 20 19 0 39 26 459 0 485 1086 472 33 546 1051 7 0 28 35 479 33 574 1086 Total Entering Leg Cars Exiting Leg Heavy Exiting Leg Total Exiting Leg Cars % Heavy Vehicles Heavy Vehicles % Cars Enter Leg Heavy Enter Leg Total Volume % Approach Total PHF Cars Total 1:45 PM 2:00 PM 2:15 PM from East from South from West 2:30 PM Peak Hour Analysis from 01:30 PM to 03:30 PM begins at: 1:45 PM West Main Street Dunkin Donuts West driveway West Main Street Exiting Leg Total Cars % Cars Exiting Leg Total Heavy Vehicles % Heavy Vehicles Grand Total Approach % Total % Exiting Leg Total Total Total 3:00 PM 3:15 PM Total 2:00 PM 2:15 PM 2:30 PM 2:45 PM 1:30 PM 1:45 PM Total from East from South from West Class:Cars and Heavy Vehicles (Combined) West Main Street Dunkin Donuts West driveway West Main Street End Time:3:30 PM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 PDI File #:228372 A Location: S: Dunkin Donuts West driveway Location:E: West Main Street W: West Main Street Count Date:Thursday, January 20, 2022 Start Time:1:30 PM Page 9 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 924096210381060114213 107 3 0 110 6 5 0 11 9 123 0 132 253 199 7 0 206 8 6 0 14 17 229 0 246 466 154 1 0 155 9 7 0 16 8 102 0 110 281 13930142430731100113262 12700127140561170123255 11810119320511150116240 538 5 0 543 17 16 0 33 18 444 0 462 1038 12010121240661090115242 10920111330631100113230 229 3 0 232 5 7 0 12 9 219 0 228 472 966 15 0 981 30 29 0 59 44 892 0 936 1976 98.5 1.5 0.0 50.8 49.2 0.0 4.7 95.3 0.0 48.9 0.8 0.0 49.6 1.5 1.5 0.0 3.0 2.2 45.1 0.0 47.4 922 59 995 1976 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 107 3 0 110 6 5 0 11 9 123 0 132 253 154 1 0 155 9 7 0 16 8 102 0 110 281 13930142430731100113262 12700127140561170123255 527 7 0 534 20 19 0 39 26 452 0 478 1051 98.7 1.3 0.0 51.3 48.7 0.0 5.4 94.6 0.0 0.856 0.583 0.000 0.861 0.556 0.679 0.000 0.609 0.722 0.919 0.000 0.905 0.935 527 7 0 534 20 19 0 39 26 452 0 478 1051 472 33 546 1051 1006 72 1024 2102 Entering Leg Exiting Leg Total 2:00 PM 2:15 PM 2:30 PM Total Volume % Approach Total PHF from West Total 1:45 PM Dunkin Donuts West driveway West Main Street from East from South Peak Hour Analysis from 01:30 PM to 03:30 PM begins at: 1:45 PM West Main Street Grand Total Approach % Total % Exiting Leg Total Total Total 3:00 PM 3:15 PM Total 2:00 PM 2:15 PM 2:30 PM 2:45 PM 1:30 PM 1:45 PM from East from South from West Total Class:Cars West Main Street Dunkin Donuts West driveway West Main Street End Time:3:30 PM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 PDI File #:228372 A Location: S: Dunkin Donuts West driveway Location:E: West Main Street W: West Main Street Count Date:Thursday, January 20, 2022 Start Time:1:30 PM Page 10 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 2002000001013 4004000002026 6006000003039 1800180000010119 3003000002025 3003000002025 40040000080812 280028000001301341 2002000004046 2002000005057 40040000090913 380038000002502563 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 60.3 0.0 0.0 60.3 0.0 0.0 0.0 0.0 0.0 39.7 0.0 39.7 25 0 38 63 260026000001001036 68.4 0.0 0.0 68.4 0.0 0.0 0.0 0.0 0.0 40.0 0.0 40.0 57.1 10 0 26 36 110011000001301324 28.9 0.0 0.0 28.9 0.0 0.0 0.0 0.0 0.0 52.0 0.0 52.0 38.1 13 0 11 24 1001000002023 2.6 0.0 0.0 2.6 0.0 0.0 0.0 0.0 0.0 8.0 0.0 8.0 4.8 2013 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 1800180000010119 3003000002025 3003000002025 40040000080812 280028000001301341 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.389 0.000 0.000 0.389 0.000 0.000 0.000 0.000 0.000 0.406 0.000 0.406 0.539 2200220000060628 78.6 0.0 0.0 78.6 0.0 0.0 0.0 0.0 0.0 46.2 0.0 46.2 68.3 60060000050511 21.4 0.0 0.0 21.4 0.0 0.0 0.0 0.0 0.0 38.5 0.0 38.5 26.8 0000000002022 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 15.4 0.0 15.4 4.9 2200220000060628 60060000050511 0000000002022 280028000001301341 6 0 22 28 50611 2002 13 0 28 41 Articulated Trucks Total Exiting Leg Single‐Unit Trucks Articulated Trucks Total Entering Leg Buses Single‐Unit Trucks Single‐Unit Trucks Single‐Unit % Articulated Trucks Articulated % Buses Total Volume % Approach Total PHF Buses Buses % Total 2:00 PM 2:15 PM 2:30 PM 2:45 PM from East from South from West Peak Hour Analysis from 01:30 PM to 03:30 PM begins at: 2:00 PM West Main Street Dunkin Donuts West driveway West Main Street Exiting Leg Total Articulated Trucks % Articulated Exiting Leg Total Buses % Buses Exiting Leg Total Single‐Unit Trucks % Single‐Unit Grand Total Approach % Total % Exiting Leg Total Total Total 3:00 PM 3:15 PM Total 2:00 PM 2:15 PM 2:30 PM 2:45 PM 1:30 PM 1:45 PM from East from South from West Total Class:Heavy Vehicles‐Combined (Buses, Single‐Unit Trucks, Articulated Trucks) West Main Street Dunkin Donuts West driveway West Main Street End Time:3:30 PM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 PDI File #:228372 A Location: S: Dunkin Donuts West driveway Location:E: West Main Street W: West Main Street Count Date:Thursday, January 20, 2022 Start Time:1:30 PM Page 11 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 2002000001013 3003000001014 1600160000000016 2002000000002 2002000001013 2002000005057 2200220000060628 1001000001012 0000000002022 1001000003034 260026000001001036 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 72.2 0.0 0.0 72.2 0.0 0.0 0.0 0.0 0.0 27.8 0.0 27.8 10 0 26 36 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 1600160000000016 2002000000002 2002000001013 2002000005057 2200220000060628 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.344 0.000 0.000 0.344 0.000 0.000 0.000 0.000 0.000 0.300 0.000 0.300 0.438 2200220000060628 6 0 22 28 28 0 28 56 Entering Leg Exiting Leg Total 2:15 PM 2:30 PM 2:45 PM Total Volume % Approach Total PHF from West Total 2:00 PM Dunkin Donuts West driveway West Main Street from East from South Peak Hour Analysis from 01:30 PM to 03:30 PM begins at: 2:00 PM West Main Street Grand Total Approach % Total % Exiting Leg Total Total Total 3:00 PM 3:15 PM Total 2:00 PM 2:15 PM 2:30 PM 2:45 PM 1:30 PM 1:45 PM from East from South from West Total Class:Buses West Main Street Dunkin Donuts West driveway West Main Street End Time:3:30 PM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 PDI File #:228372 A Location: S: Dunkin Donuts West driveway Location:E: West Main Street W: West Main Street Count Date:Thursday, January 20, 2022 Start Time:1:30 PM Page 12 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 1001000001012 2002000001013 3003000002025 2002000001013 1001000002023 1001000001012 2002000001013 60060000050511 1001000003034 1001000003034 2002000006068 110011000001301324 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 45.8 0.0 0.0 45.8 0.0 0.0 0.0 0.0 0.0 54.2 0.0 54.2 13 0 11 24 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 1001000001012 2002000001013 1001000003034 1001000003034 50050000080813 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 0.667 0.000 0.667 0.813 50050000080813 80513 13 0 13 26 Entering Leg Exiting Leg Total 2:45 PM 3:00 PM 3:15 PM Total Volume % Approach Total PHF from West Total 2:30 PM Dunkin Donuts West driveway West Main Street from East from South Peak Hour Analysis from 01:30 PM to 03:30 PM begins at: 2:30 PM West Main Street Grand Total Approach % Total % Exiting Leg Total Total Total 3:00 PM 3:15 PM Total 2:00 PM 2:15 PM 2:30 PM 2:45 PM 1:30 PM 1:45 PM from East from South from West Total Class:Single‐Unit Trucks West Main Street Dunkin Donuts West driveway West Main Street End Time:3:30 PM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 PDI File #:228372 A Location: S: Dunkin Donuts West driveway Location:E: West Main Street W: West Main Street Count Date:Thursday, January 20, 2022 Start Time:1:30 PM Page 13 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 0000000000000 0000000000000 0000000000000 0000000000000 0000000002022 0000000002022 0000000000000 1001000000001 1001000000001 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 0000000000000 0000000002022 0000000000000 1001000000001 1001000002023 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 0.375 1001000002023 2013 3036 Entering Leg Exiting Leg Total 2:45 PM 3:00 PM 3:15 PM Total Volume % Approach Total PHF from West Total 2:30 PM Dunkin Donuts West driveway West Main Street from East from South Peak Hour Analysis from 01:30 PM to 03:30 PM begins at: 2:30 PM West Main Street Grand Total Approach % Total % Exiting Leg Total Total Total 3:00 PM 3:15 PM Total 2:00 PM 2:15 PM 2:30 PM 2:45 PM 1:30 PM 1:45 PM from East from South from West Total Class:Articulated Trucks West Main Street Dunkin Donuts West driveway West Main Street End Time:3:30 PM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 PDI File #:228372 A Location: S: Dunkin Donuts West driveway Location:E: West Main Street W: West Main Street Count Date:Thursday, January 20, 2022 Start Time:1:30 PM Page 14 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 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 Entering Leg Exiting Leg Total 2:00 PM 2:15 PM Total Volume % Approach Total PHF from West Total 1:30 PM 1:45 PM West Main Street from East from South 1:30 PM West Main Street Dunkin Donuts West driveway Peak Hour Analysis from 01:30 PM to 03:30 PM begins at: Approach % Total % Exiting Leg Total Grand Total 3:15 PM Total 2:15 PM 2:30 PM 2:45 PM Total 3:00 PM 1:30 PM 1:45 PM Total 2:00 PM Total from East from South from West Class:Bicycles (on Roadway and Crosswalks) West Main Street Dunkin Donuts West driveway West Main Street End Time:3:30 PM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 PDI File #:228372 A Location: S: Dunkin Donuts West driveway Location:E: West Main Street W: West Main Street Count Date:Thursday, January 20, 2022 Start Time:1:30 PM Page 15 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 0000000003140000004 0000000003140000004 0000000003140000004 0000000000000000000 0000000000000000000 0000000001010000001 0000000004150000005 0000000000000000000 0000000000000000000 0000000000000000000 0000000007290000009 0 0 0 0 0 0 0 0 77.778 22.222 0 0 0 0 0 0 0 0 0 0 0 0 0 0 77.778 22.222 100 0 0 0 0 0 0 0909 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 0000000003140000004 0000000003140000004 0000000000000000000 0000000006280000008 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 75.0 25.0 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 0.500 0.500 0.500 0.000 0.000 0.000 0.000 0.000 0.000 0.500 0000000006280000008 0808 016 016 Entering Leg Exiting Leg Total 2:00 PM 2:15 PM Total Volume % Approach Total PHF from West Total 1:30 PM 1:45 PM West Main Street from East from South 1:30 PM West Main Street Dunkin Donuts West driveway Peak Hour Analysis from 01:30 PM to 03:30 PM begins at: Approach % Total % Exiting Leg Total Grand Total 3:15 PM Total 2:15 PM 2:30 PM 2:45 PM Total 3:00 PM 1:30 PM 1:45 PM Total 2:00 PM Total from East from South from West Class:Pedestrians West Main Street Dunkin Donuts West driveway West Main Street End Time:3:30 PM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 PDI File #:228372 A Location: S: Dunkin Donuts West driveway Location:E: West Main Street W: West Main Street Count Date:Thursday, January 20, 2022 Start Time:1:30 PM Page 16 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 10110102100101410141244 11820120220431570160284 803083220411490150237 893092310411790180276 388 9 0 397 8 5 0 13 5 626 0 631 1041 12130124330621300132262 990099010111320133233 773080300321290131214 9950104320511330134243 396 11 0 407 9 6 0 15 6 524 0 530 952 784 20 0 804 17 11 0 28 11 1150 0 1161 1993 97.5 2.5 0.0 60.7 39.3 0.0 0.9 99.1 0.0 39.3 1.0 0.0 40.3 0.9 0.6 0.0 1.4 0.6 57.7 0.0 58.3 1167 31 795 1993 746 20 0 766 17 11 0 28 11 1108 0 1119 1913 95.2 100.0 0.0 95.3 100.0 100.0 0.0 100.0 100.0 96.3 0.0 96.4 96.0 1125 31 757 1913 380038000004204280 4.8 0.0 0.0 4.7 0.0 0.0 0.0 0.0 0.0 3.7 0.0 3.6 4.0 42 0 38 80 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 11820120220431570160284 803083220411490150237 893092310411790180276 12130124330621300132262 408 11 0 419 10 8 0 18 7 615 0 622 1059 97.4 2.6 0.0 55.6 44.4 0.0 1.1 98.9 0.0 0.843 0.917 0.000 0.845 0.833 0.667 0.000 0.750 0.583 0.859 0.000 0.864 0.932 395 11 0 406 10 8 0 18 7 590 0 597 1021 96.8 100.0 0.0 96.9 100.0 100.0 0.0 100.0 100.0 95.9 0.0 96.0 96.4 130013000002502538 3.2 0.0 0.0 3.1 0.0 0.0 0.0 0.0 0.0 4.1 0.0 4.0 3.6 395 11 0 406 10 8 0 18 7 590 0 597 1021 130013000002502538 408 11 0 419 10 8 0 18 7 615 0 622 1059 600 18 403 1021 25 0 13 38 625 18 416 1059 from East from South from West Approach % Grand Total West Main StreetDunkin Donuts East drivewayWest Main Street 7:00 AM from East from West from South West Main Street7:15 AM 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 8:45 AM Total Dunkin Donuts East driveway % Approach Total PHF Cars Enter Leg 7:45 AM 8:00 AM Heavy Vehicles % Total Volume 7:15 AM 7:30 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 7:15 AM 7:30 AM Total Total Cars Cars % Heavy Vehicles Exiting Leg Total Total % Exiting Leg Total % Heavy Vehicles Peak Hour Analysis from 07:00 AM to 9:00 AM begins at: Cars and Heavy Vehicles (Combined) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Class: 228372 B S: Dunkin Donuts East driveway E: West Main Street W: West Main Street Hyannis, MA VHB/A. Domogala 15053.00 Thursday, January 20, 2022 7:00 AM 9:00 AM Page 1 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 901091100101350135227 11420116220431520155275 793082220411440145231 853088310411690170262 368 9 0 377 8 5 0 13 5 600 0 605 995 11730120330621250127253 960096010111260127224 733076300321260128207 925097320511310132234 378 11 0 389 9 6 0 15 6 508 0 514 918 746 20 0 766 17 11 0 28 11 1108 0 1119 1913 97.4 2.6 0.0 60.7 39.3 0.0 1.0 99.0 0.0 39.0 1.0 0.0 40.0 0.9 0.6 0.0 1.5 0.6 57.9 0.0 58.5 1125 31 757 1913 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 11420116220431520155275 793082220411440145231 853088310411690170262 11730120330621250127253 395 11 0 406 10 8 0 18 7 590 0 597 1021 97.3 2.7 0.0 55.6 44.4 0.0 1.2 98.8 0.0 0.844 0.917 0.000 0.846 0.833 0.667 0.000 0.750 0.583 0.873 0.000 0.878 0.928 395 11 0 406 10 8 0 18 7 590 0 597 1021 600 18 403 1021 1006 36 1000 2042 7:45 AM Entering Leg Exiting Leg Total PHF Total Volume Grand Total Approach % Total % Exiting Leg Total 7:15 AM % Approach Total Total Total 8:00 AM 8:15 AM 8:30 AM 8:45 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 driveway 228372 B S: Dunkin Donuts East driveway E: West Main Street W: West Main Street Hyannis, MA VHB/A. Domogala 15053.00 Thursday, January 20, 2022 7:00 AM 9:00 AM 7:00 AM from East from South from West West Main Street Dunkin Donuts East driveway West Main Street 7:00 AM 7:15 AM 7:30 AM 7:15 AM 7:30 AM 7:45 AM Total from East from South from West Peak Hour Analysis from 07:00 AM to 9:00 AM begins at: Page 2 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 1100110000060617 4004000005059 1001000005056 4004000001001014 200020000002602646 4004000005059 3003000006069 4004000003037 7007000002029 180018000001601634 380038000004204280 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 47.5 0.0 0.0 47.5 0.0 0.0 0.0 0.0 0.0 52.5 0.0 52.5 42 0 38 80 200020000001801838 52.6 0.0 0.0 52.6 0.0 0.0 0.0 0.0 0.0 42.9 0.0 42.9 47.5 18 0 20 38 170017000002002037 44.7 0.0 0.0 44.7 0.0 0.0 0.0 0.0 0.0 47.6 0.0 47.6 46.3 20 0 17 37 1001000004045 2.6 0.0 0.0 2.6 0.0 0.0 0.0 0.0 0.0 9.5 0.0 9.5 6.3 4015 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 1100110000060617 4004000005059 1001000005056 4004000001001014 200020000002602646 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.455 0.000 0.000 0.455 0.000 0.000 0.000 0.000 0.000 0.650 0.000 0.650 0.676 140014000001201226 70.0 0.0 0.0 70.0 0.0 0.0 0.0 0.0 0.0 46.2 0.0 46.2 56.5 6006000001101117 30.0 0.0 0.0 30.0 0.0 0.0 0.0 0.0 0.0 42.3 0.0 42.3 37.0 0000000003033 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11.5 0.0 11.5 6.5 140014000001201226 6006000001101117 0000000003033 200020000002602646 12 0 14 26 11 0 6 17 3003 26 0 20 46 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 7:15 AM 7:30 AM 7:45 AM Total Volume % Approach Total PHF from West Total 7:00 AM from East from South 7:00 AM West Main Street Dunkin Donuts East driveway West Main Street Peak Hour Analysis from 07:00 AM to 9:00 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/A. Domogala Site Code:15053.00 West Main Street from East from South from West Dunkin Donuts East driveway Total PDI File #:228372 B Location: S: Dunkin Donuts East 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, January 20, 2022 Start Time: Page 3 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 90090000020211 1001000002023 1001000003034 3003000005058 140014000001201226 2002000001013 1001000004045 3003000000003 0000000001011 60060000060612 200020000001801838 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 52.6 0.0 0.0 52.6 0.0 0.0 0.0 0.0 0.0 47.4 0.0 47.4 18 0 20 38 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 90090000020211 1001000002023 1001000003034 3003000005058 140014000001201226 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.389 0.000 0.000 0.389 0.000 0.000 0.000 0.000 0.000 0.600 0.000 0.600 0.591 140014000001201226 12 0 14 26 26 0 26 52 PDI File #:228372 B Location: S: Dunkin Donuts East driveway Location:E: West Main Street W: West Main Street Count Date:Thursday, January 20, 2022 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 Class:Buses West Main Street Dunkin Donuts East driveway West Main Street Total 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 Exiting Leg Total 7:00 AM West Main Street Grand Total Approach % Total % Peak Hour Analysis from 07:00 AM to 9:00 AM begins at: from South from West Total Dunkin Donuts East driveway West Main Street from East PHF Entering Leg Exiting Leg Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Volume % Approach Total from East from South from West Page 4 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 2002000003035 3003000003036 0000000001011 1001000004045 6006000001101117 2002000004046 2002000002024 1001000002023 6006000001017 1100110000090920 170017000002002037 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 45.9 0.0 0.0 45.9 0.0 0.0 0.0 0.0 0.0 54.1 0.0 54.1 20 0 17 37 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 2002000004046 2002000002024 1001000002023 6006000001017 1100110000090920 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.458 0.000 0.000 0.458 0.000 0.000 0.000 0.000 0.000 0.563 0.000 0.563 0.714 1100110000090920 9 0 11 20 20 0 20 40 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 East driveway West Main Street from East Exiting Leg Total 8:00 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:Single‐Unit Trucks West Main Street Dunkin Donuts East driveway West Main Street PDI File #:228372 B Location: S: Dunkin Donuts East driveway Location:E: West Main Street W: West Main Street Peak Hour Analysis from 07:00 AM to 9:00 AM begins at: Count Date:Thursday, January 20, 2022 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 from East from South from West Page 5 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 0000000001011 0000000000000 0000000001011 0000000001011 0000000003033 0000000000000 0000000000000 0000000001011 1001000000001 1001000001012 1001000004045 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 20.0 0.0 0.0 20.0 0.0 0.0 0.0 0.0 0.0 80.0 0.0 80.0 4015 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 0000000001011 0000000000000 0000000001011 0000000001011 0000000003033 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.750 0.000 0.750 0.750 0000000003033 3003 3036 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 driveway 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 driveway West Main Street PDI File #:228372 B Location: S: Dunkin Donuts East driveway Location:E: West Main Street W: West Main Street Peak Hour Analysis from 07:00 AM to 9:00 AM begins at: Count Date:Thursday, January 20, 2022 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 from East from South from West Page 6 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 0000000000000000000 1000010000000000001 0000000000000000000 1000010000000000001 1000010000000100012 100.0 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 50.0 0.0 0.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.0 0.0 0.0 50.0 1012 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 West Main Street Dunkin Donuts East driveway Total West Main Street West Main Street 7:00 AM 8:30 AM 8:45 AM Total 7:15 AM 7:30 AM 7:45 AM Total 8:00 AM 8:15 AM 7:00 AM West Main Street Dunkin Donuts East driveway Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 07:00 AM to 9:00 AM begins at: 7:30 AM 7:45 AM Total Volume % Approach Total PHF from West Total 7:00 AM 7:15 AM from East from South Entering Leg Exiting Leg Total Class: 228372 B S: Dunkin Donuts East driveway E: West Main Street W: West Main Street Hyannis, MA VHB/A. Domogala 15053.00 Thursday, January 20, 2022 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 157 Washington Street, Suite 2 Hudson, MA 01749 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 0000000000000006177 0000000000000002022 0000000000000003144 0000000000000001011 0000000000000001221414 0000000000000000000 0000000000000001122 0000000000000000000 0000000000000000000 0000000000000001122 0000000000000001331616 0 0 0 0 0 0 0 0 0 0 0 0 0 81.25 18.75 00000000000000081.25 18.75 100 0 0 16 16 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 0000000000000006177 0000000000000002022 0000000000000003144 0000000000000001011 0000000000000001221414 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 85.7 14.3 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 0.500 0.500 0.500 0000000000000001221414 0 0 14 14 0 0 28 28 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 West Main Street from East from South 7:00 AM West Main Street Dunkin Donuts East driveway Grand Total Approach % Total % Exiting Leg Total West Main Street Dunkin Donuts East driveway Total West Main Street from East Count Date: Start Time: End Time: Class: 228372 B S: Dunkin Donuts East driveway E: West Main Street W: West Main Street Hyannis, MA VHB/A. Domogala 15053.00 Thursday, January 20, 2022 7:00 AM 9:00 AM Pedestrians PDI File #: Location: Location: City, State: Client: Site Code: 7:00 AM 8:30 AM 8:45 AM Total 7:15 AM 7:30 AM 7:45 AM Total 8:00 AM 8:15 AM from South from West Peak Hour Analysis from 07:00 AM to 9:00 AM begins at: Page 8 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 971098210301090109210 11620118110201300130250 21330216320502390239460 16820170220401120112286 14600146010111150116263 13020132110221180120254 12100121110201260126249 565405694509347104741052 12310124100101150115240 11210113100101180118232 23520237200202330233472 1013 9 0 1022 9 7 0 16 3 943 0 946 1984 99.1 0.9 0.0 56.3 43.8 0.0 0.3 99.7 0.0 51.1 0.5 0.0 51.5 0.5 0.4 0.0 0.8 0.2 47.5 0.0 47.7 952 12 1020 1984 975 9 0 984 9 7 0 16 3 918 0 921 1921 96.2 100.0 0.0 96.3 100.0 100.0 0.0 100.0 100.0 97.3 0.0 97.4 96.8 927 12 982 1921 380038000002502563 3.8 0.0 0.0 3.7 0.0 0.0 0.0 0.0 0.0 2.7 0.0 2.6 3.2 25 0 38 63 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 11620118110201300130250 16820170220401120112286 14600146010111150116263 13020132110221180120254 560605664509347504781053 98.9 1.1 0.0 44.4 55.6 0.0 0.6 99.4 0.0 0.833 0.750 0.000 0.832 0.500 0.625 0.000 0.563 0.375 0.913 0.000 0.919 0.920 532605384509346704701017 95.0 100.0 0.0 95.1 100.0 100.0 0.0 100.0 100.0 98.3 0.0 98.3 96.6 2800280000080836 5.0 0.0 0.0 4.9 0.0 0.0 0.0 0.0 0.0 1.7 0.0 1.7 3.4 532605384509346704701017 2800280000080836 560605664509347504781053 471 9 537 1017 8 0 28 36 479 9 565 1053 Total Entering Leg Cars Exiting Leg Heavy Exiting Leg Total Exiting Leg Cars % Heavy Vehicles Heavy Vehicles % Cars Enter Leg Heavy Enter Leg Total Volume % Approach Total PHF Cars Total 1:45 PM 2:00 PM 2:15 PM from East from South from West 2:30 PM Peak Hour Analysis from 01:30 PM to 03:30 PM begins at: 1:45 PM West Main Street Dunkin Donuts East driveway West Main Street Exiting Leg Total Cars % Cars Exiting Leg Total Heavy Vehicles % Heavy Vehicles Grand Total Approach % Total % Exiting Leg Total Total Total 3:00 PM 3:15 PM Total 2:00 PM 2:15 PM 2:30 PM 2:45 PM 1:30 PM 1:45 PM Total from East from South from West Class:Cars and Heavy Vehicles (Combined) West Main Street Dunkin Donuts East driveway West Main Street End Time:3:30 PM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 PDI File #:228372 B Location: S: Dunkin Donuts East driveway Location:E: West Main Street W: West Main Street Count Date:Thursday, January 20, 2022 Start Time:1:30 PM Page 9 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 951096210301090109208 11220114110201280128244 20730210320502370237452 15020152220401110111267 14300143010111130114258 12720129110221150117248 11700117110201190119238 537405414509345804611011 12010121100101100110232 11110112100101130113226 23120233200202230223458 975 9 0 984 9 7 0 16 3 918 0 921 1921 99.1 0.9 0.0 56.3 43.8 0.0 0.3 99.7 0.0 50.8 0.5 0.0 51.2 0.5 0.4 0.0 0.8 0.2 47.8 0.0 47.9 927 12 982 1921 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 11220114110201280128244 15020152220401110111267 14300143010111130114258 12720129110221150117248 532605384509346704701017 98.9 1.1 0.0 44.4 55.6 0.0 0.6 99.4 0.0 0.887 0.750 0.000 0.885 0.500 0.625 0.000 0.563 0.375 0.912 0.000 0.918 0.952 532605384509346704701017 471 9 537 1017 1009 18 1007 2034 Entering Leg Exiting Leg Total 2:00 PM 2:15 PM 2:30 PM Total Volume % Approach Total PHF from West Total 1:45 PM Dunkin Donuts East driveway West Main Street from East from South Peak Hour Analysis from 01:30 PM to 03:30 PM begins at: 1:45 PM West Main Street Grand Total Approach % Total % Exiting Leg Total Total Total 3:00 PM 3:15 PM Total 2:00 PM 2:15 PM 2:30 PM 2:45 PM 1:30 PM 1:45 PM from East from South from West Total Class:Cars West Main Street Dunkin Donuts East driveway West Main Street End Time:3:30 PM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 PDI File #:228372 B Location: S: Dunkin Donuts East driveway Location:E: West Main Street W: West Main Street Count Date:Thursday, January 20, 2022 Start Time:1:30 PM Page 10 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 2002000000002 4004000002026 6006000002028 1800180000010119 3003000002025 3003000003036 40040000070711 280028000001301341 3003000005058 1001000005056 4004000001001014 380038000002502563 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 60.3 0.0 0.0 60.3 0.0 0.0 0.0 0.0 0.0 39.7 0.0 39.7 25 0 38 63 2600260000090935 68.4 0.0 0.0 68.4 0.0 0.0 0.0 0.0 0.0 36.0 0.0 36.0 55.6 9 0 26 35 120012000001301325 31.6 0.0 0.0 31.6 0.0 0.0 0.0 0.0 0.0 52.0 0.0 52.0 39.7 13 0 12 25 0000000003033 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12.0 0.0 12.0 4.8 3003 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 1800180000010119 3003000002025 3003000003036 40040000070711 280028000001301341 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.389 0.000 0.000 0.389 0.000 0.000 0.000 0.000 0.000 0.464 0.000 0.464 0.539 2200220000050527 78.6 0.0 0.0 78.6 0.0 0.0 0.0 0.0 0.0 38.5 0.0 38.5 65.9 60060000050511 21.4 0.0 0.0 21.4 0.0 0.0 0.0 0.0 0.0 38.5 0.0 38.5 26.8 0000000003033 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 23.1 0.0 23.1 7.3 2200220000050527 60060000050511 0000000003033 280028000001301341 5 0 22 27 50611 3003 13 0 28 41 Articulated Trucks Total Exiting Leg Single‐Unit Trucks Articulated Trucks Total Entering Leg Buses Single‐Unit Trucks Single‐Unit Trucks Single‐Unit % Articulated Trucks Articulated % Buses Total Volume % Approach Total PHF Buses Buses % Total 2:00 PM 2:15 PM 2:30 PM 2:45 PM from East from South from West Peak Hour Analysis from 01:30 PM to 03:30 PM begins at: 2:00 PM West Main Street Dunkin Donuts East driveway West Main Street Exiting Leg Total Articulated Trucks % Articulated Exiting Leg Total Buses % Buses Exiting Leg Total Single‐Unit Trucks % Single‐Unit Grand Total Approach % Total % Exiting Leg Total Total Total 3:00 PM 3:15 PM Total 2:00 PM 2:15 PM 2:30 PM 2:45 PM 1:30 PM 1:45 PM from East from South from West Total Class:Heavy Vehicles‐Combined (Buses, Single‐Unit Trucks, Articulated Trucks) West Main Street Dunkin Donuts East driveway West Main Street End Time:3:30 PM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 PDI File #:228372 B Location: S: Dunkin Donuts East driveway Location:E: West Main Street W: West Main Street Count Date:Thursday, January 20, 2022 Start Time:1:30 PM Page 11 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 2002000001013 3003000001014 1600160000000016 2002000000002 2002000001013 2002000004046 2200220000050527 1001000001012 0000000002022 1001000003034 2600260000090935 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 74.3 0.0 0.0 74.3 0.0 0.0 0.0 0.0 0.0 25.7 0.0 25.7 9 0 26 35 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 1600160000000016 2002000000002 2002000001013 2002000004046 2200220000050527 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.344 0.000 0.000 0.344 0.000 0.000 0.000 0.000 0.000 0.313 0.000 0.313 0.422 2200220000050527 5 0 22 27 27 0 27 54 Entering Leg Exiting Leg Total 2:15 PM 2:30 PM 2:45 PM Total Volume % Approach Total PHF from West Total 2:00 PM Dunkin Donuts East driveway West Main Street from East from South Peak Hour Analysis from 01:30 PM to 03:30 PM begins at: 2:00 PM West Main Street Grand Total Approach % Total % Exiting Leg Total Total Total 3:00 PM 3:15 PM Total 2:00 PM 2:15 PM 2:30 PM 2:45 PM 1:30 PM 1:45 PM from East from South from West Total Class:Buses West Main Street Dunkin Donuts East driveway West Main Street End Time:3:30 PM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 PDI File #:228372 B Location: S: Dunkin Donuts East driveway Location:E: West Main Street W: West Main Street Count Date:Thursday, January 20, 2022 Start Time:1:30 PM Page 12 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 2002000001013 3003000001014 2002000000002 1001000002023 1001000002023 2002000001013 60060000050511 2002000004046 1001000003034 30030000070710 120012000001301325 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 48.0 0.0 0.0 48.0 0.0 0.0 0.0 0.0 0.0 52.0 0.0 52.0 13 0 12 25 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 1001000002023 2002000001013 2002000004046 1001000003034 6006000001001016 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.750 0.000 0.000 0.750 0.000 0.000 0.000 0.000 0.000 0.625 0.000 0.625 0.667 6006000001001016 10 0 6 16 16 0 16 32 Entering Leg Exiting Leg Total 2:45 PM 3:00 PM 3:15 PM Total Volume % Approach Total PHF from West Total 2:30 PM Dunkin Donuts East driveway West Main Street from East from South Peak Hour Analysis from 01:30 PM to 03:30 PM begins at: 2:30 PM West Main Street Grand Total Approach % Total % Exiting Leg Total Total Total 3:00 PM 3:15 PM Total 2:00 PM 2:15 PM 2:30 PM 2:45 PM 1:30 PM 1:45 PM from East from South from West Total Class:Single‐Unit Trucks West Main Street Dunkin Donuts East driveway West Main Street End Time:3:30 PM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 PDI File #:228372 B Location: S: Dunkin Donuts East driveway Location:E: West Main Street W: West Main Street Count Date:Thursday, January 20, 2022 Start Time:1:30 PM Page 13 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 0000000000000 0000000001011 0000000000000 0000000000000 0000000002022 0000000003033 0000000000000 0000000000000 0000000000000 0000000003033 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 0.0 100.0 0.0 100.0 3003 Thru Left U‐Turn Total Right Left U‐Turn Total Right Thru U‐Turn Total 0000000001011 0000000000000 0000000000000 0000000002022 0000000003033 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.375 0.000 0.375 0.375 0000000003033 3003 3036 Entering Leg Exiting Leg Total 2:15 PM 2:30 PM 2:45 PM Total Volume % Approach Total PHF from West Total 2:00 PM Dunkin Donuts East driveway West Main Street from East from South Peak Hour Analysis from 01:30 PM to 03:30 PM begins at: 2:00 PM West Main Street Grand Total Approach % Total % Exiting Leg Total Total Total 3:00 PM 3:15 PM Total 2:00 PM 2:15 PM 2:30 PM 2:45 PM 1:30 PM 1:45 PM from East from South from West Total Class:Articulated Trucks West Main Street Dunkin Donuts East driveway West Main Street End Time:3:30 PM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 PDI File #:228372 B Location: S: Dunkin Donuts East driveway Location:E: West Main Street W: West Main Street Count Date:Thursday, January 20, 2022 Start Time:1:30 PM Page 14 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 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 Entering Leg Exiting Leg Total 2:00 PM 2:15 PM Total Volume % Approach Total PHF from West Total 1:30 PM 1:45 PM West Main Street from East from South 1:30 PM West Main Street Dunkin Donuts East driveway Peak Hour Analysis from 01:30 PM to 03:30 PM begins at: Approach % Total % Exiting Leg Total Grand Total 3:15 PM Total 2:15 PM 2:30 PM 2:45 PM Total 3:00 PM 1:30 PM 1:45 PM Total 2:00 PM Total from East from South from West Class:Bicycles (on Roadway and Crosswalks) West Main Street Dunkin Donuts East driveway West Main Street End Time:3:30 PM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 PDI File #:228372 B Location: S: Dunkin Donuts East driveway Location:E: West Main Street W: West Main Street Count Date:Thursday, January 20, 2022 Start Time:1:30 PM Page 15 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 0002020001450001313239 0002020001450001313239 0001010000330001222327 0000000000000000000 0000000000000001344 0000000000110001678 0001010000440003313439 0000220000000002246 0000000000000000000 0000220000000002246 0003250001890006647084 0 0 0 60 40 0 0 0 11.111 88.889 0 0 0 8.5714 91.429 0 0 0 3.5714 2.381 5.9524 0 0 0 1.1905 9.5238 10.714 0 0 0 7.1429 76.19 83.333 5 9 70 84 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 0002020001450001313239 0001010000330001222327 0000000000000000000 0000000000000001344 0003030001780003565970 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 12.5 87.5 0.0 0.0 0.0 5.1 94.9 0.000 0.000 0.000 0.375 0.000 0.375 0.000 0.000 0.000 0.250 0.438 0.400 0.000 0.000 0.000 0.750 0.452 0.461 0.449 0003030001780003565970 3 8 59 70 6 16 118 140 Entering Leg Exiting Leg Total 2:15 PM 2:30 PM Total Volume % Approach Total PHF from West Total 1:45 PM 2:00 PM West Main Street from East from South 1:45 PM West Main Street Dunkin Donuts East driveway Peak Hour Analysis from 01:30 PM to 03:30 PM begins at: Approach % Total % Exiting Leg Total Grand Total 3:15 PM Total 2:15 PM 2:30 PM 2:45 PM Total 3:00 PM 1:30 PM 1:45 PM Total 2:00 PM Total from East from South from West Class:Pedestrians West Main Street Dunkin Donuts East driveway West Main Street End Time:3:30 PM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 PDI File #:228372 B Location: S: Dunkin Donuts East driveway Location:E: West Main Street W: West Main Street Count Date:Thursday, January 20, 2022 Start Time:1:30 PM Page 16 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 27 1 22 0 50 40 73 23 0 136 45 7 3 0 55 1 91 52 0 144 385 25 1 24 0 50 21 90 40 0 151 38 2 1 0 41 4 134 24 0 162 404 202046842201126402066213870147329 104053913201267701078517330181390 55 2 52 0 109 70 338 117 0 525 224 9 7 0 240 12 536 86 0 634 1508 2030571204501725800058113230136371 1010231003901423800038312330129311 003032792001016600066212740133303 2010331023601416201063512900134341 508013154011400556224010225115111005321326 60 2 60 0 122 85 739 257 0 1081 448 9 8 0 465 23 1047 96 0 1166 2834 49.2 1.6 49.2 0.0 7.9 68.4 23.8 0.0 96.3 1.9 1.7 0.0 2.0 89.8 8.2 0.0 2.1 0.1 2.1 0.0 4.3 3.0 26.1 9.1 0.0 38.1 15.8 0.3 0.3 0.0 16.4 0.8 36.9 3.4 0.0 41.1 190 1555 282 807 2834 53 2 55 0 110 84 710 245 0 1039 435 9 7 0 451 23 1007 94 0 1124 2724 88.3 100.0 91.7 0.0 90.2 98.8 96.1 95.3 0.0 96.1 97.1 100.0 87.5 0.0 97.0 100.0 96.2 97.9 0.0 96.4 96.1 187 1497 270 770 2724 7050121291204213010140402042110 11.7 0.0 8.3 0.0 9.8 1.2 3.9 4.7 0.0 3.9 2.9 0.0 12.5 0.0 3.0 0.0 3.8 2.1 0.0 3.6 3.9 3581237110 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 27 1 22 0 50 40 73 23 0 136 45 7 3 0 55 1 91 52 0 144 385 25 1 24 0 50 21 90 40 0 151 38 2 1 0 41 4 134 24 0 162 404 202046842201126402066213870147329 104053913201267701078517330181390 55 2 52 0 109 70 338 117 0 525 224 9 7 0 240 12 536 86 0 634 1508 50.5 1.8 47.7 0.0 13.3 64.4 22.3 0.0 93.3 3.8 2.9 0.0 1.9 84.5 13.6 0.0 0.509 0.500 0.542 0.000 0.545 0.438 0.929 0.731 0.000 0.869 0.727 0.321 0.583 0.000 0.769 0.600 0.775 0.413 0.000 0.876 0.933 48 2 48 0 98 69 326 113 0 508 219 9 6 0 234 12 511 85 0 608 1448 87.3 100.0 92.3 0.0 89.9 98.6 96.4 96.6 0.0 96.8 97.8 100.0 85.7 0.0 97.5 100.0 95.3 98.8 0.0 95.9 96.0 704011112401750106025102660 12.7 0.0 7.7 0.0 10.1 1.4 3.6 3.4 0.0 3.2 2.2 0.0 14.3 0.0 2.5 0.0 4.7 1.2 0.0 4.1 4.0 48 2 48 0 98 69 326 113 0 508 219 9 6 0 234 12 511 85 0 608 1448 704011112401750106025102660 55 2 52 0 109 70 338 117 0 525 224 9 7 0 240 12 536 86 0 634 1508 163 778 127 380 1448 2 34 4 20 60 165 812 131 400 1508 Cars and Heavy Vehicles (Combined) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Class: 228372 C N: Barnstable High School driveway S: Pine Street E: West Main Street W: West Main Street Hyannis, MA VHB/A. Domogala 15053.00 Thursday, January 20, 2022 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 7:30 AM 7:45 AM Heavy Vehicles % Total Volume 7:00 AM 7:15 AM West Main Street from North 8:00 AM from East from West from South Barnstable High School driveway West Main Street7:00 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 157 Washington Street, Suite 2 Hudson, MA 01749 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 20 1 18 0 39 39 69 23 0 131 44 7 3 0 54 1 86 51 0 138 362 25 1 24 0 50 21 86 38 0 145 37 2 1 0 40 4 129 24 0 157 392 202046842101116401065213370142322 104053873101217401075516330171372 48 2 48 0 98 69 326 113 0 508 219 9 6 0 234 12 511 85 0 608 1448 2020471174401685300053112730131356 101023973801383800038311830124302 00303275170946300063212430129289 201033953301316201063512700132329 50701215384132053121601021711496905161276 53 2 55 0 110 84 710 245 0 1039 435 9 7 0 451 23 1007 94 0 1124 2724 48.2 1.8 50.0 0.0 8.1 68.3 23.6 0.0 96.5 2.0 1.6 0.0 2.0 89.6 8.4 0.0 1.9 0.1 2.0 0.0 4.0 3.1 26.1 9.0 0.0 38.1 16.0 0.3 0.3 0.0 16.6 0.8 37.0 3.5 0.0 41.3 187 1497 270 770 2724 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 20 1 18 0 39 39 69 23 0 131 44 7 3 0 54 1 86 51 0 138 362 25 1 24 0 50 21 86 38 0 145 37 2 1 0 40 4 129 24 0 157 392 202046842101116401065213370142322 104053873101217401075516330171372 48 2 48 0 98 69 326 113 0 508 219 9 6 0 234 12 511 85 0 608 1448 49.0 2.0 49.0 0.0 13.6 64.2 22.2 0.0 93.6 3.8 2.6 0.0 2.0 84.0 14.0 0.0 0.480 0.500 0.500 0.000 0.490 0.442 0.937 0.743 0.000 0.876 0.740 0.321 0.500 0.000 0.780 0.600 0.784 0.417 0.000 0.889 0.923 48 2 48 0 98 69 326 113 0 508 219 9 6 0 234 12 511 85 0 608 1448 163 778 127 380 1448 261 1286 361 988 2896 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 7:00 AM 7:15 AM 7:30 AM from East from South from West West Main Street Pine Street West Main StreetBarnstable High School driveway 8:00 AM 228372 C N: Barnstable High School driveway S: Pine Street E: West Main Street W: West Main Street Hyannis, MA VHB/A. Domogala 15053.00 Thursday, January 20, 2022 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 7:00 AM from North % Approach Total Total Total 7:45 AM Entering Leg Exiting Leg Total PHF Total Volume Page 2 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 70401114005100010510623 0000004206100010500512 000000010100101050057 000000410530003010001018 704011112401750106025102660 0010103104500050500515 000000310400000050059 0000004307300030310414 00000073010000000200212 00101017802580008015101650 7050121291204213010140402042110 58.3 0.0 41.7 0.0 2.4 69.0 28.6 0.0 92.9 0.0 7.1 0.0 0.0 95.2 4.8 0.0 6.4 0.0 4.5 0.0 10.9 0.9 26.4 10.9 0.0 38.2 11.8 0.0 0.9 0.0 12.7 0.0 36.4 1.8 0.0 38.2 3581237110 704011012401640105017101850 100.0 0.0 80.0 0.0 91.7 0.0 41.4 33.3 0.0 38.1 30.8 0.0 100.0 0.0 35.7 0.0 42.5 50.0 0.0 42.9 45.5 1 25 4 20 50 00101115802480008019102053 0.0 0.0 20.0 0.0 8.3 100.0 51.7 66.7 0.0 57.1 61.5 0.0 0.0 0.0 57.1 0.0 47.5 50.0 0.0 47.6 48.2 2 28 8 15 53 000000200210001040047 0.0 0.0 0.0 0.0 0.0 0.0 6.9 0.0 0.0 4.8 7.7 0.0 0.0 0.0 7.1 0.0 10.0 0.0 0.0 9.5 6.4 05027 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 70401114005100010510623 0000004206100010500512 000000010100101050057 000000410530003010001018 704011112401750106025102660 63.6 0.0 36.4 0.0 5.9 70.6 23.5 0.0 83.3 0.0 16.7 0.0 0.0 96.2 3.8 0.0 0.250 0.000 0.250 0.000 0.250 0.250 0.750 0.500 0.000 0.708 0.417 0.000 0.250 0.000 0.500 0.000 0.625 0.250 0.000 0.650 0.652 7040110630930104011101236 100.0 0.0 100.0 0.0 100.0 0.0 50.0 75.0 0.0 52.9 60.0 0.0 100.0 0.0 66.7 0.0 44.0 100.0 0.0 46.2 60.0 000001510720002011001120 0.0 0.0 0.0 0.0 0.0 100.0 41.7 25.0 0.0 41.2 40.0 0.0 0.0 0.0 33.3 0.0 44.0 0.0 0.0 42.3 33.3 000000100100000030034 0.0 0.0 0.0 0.0 0.0 0.0 8.3 0.0 0.0 5.9 0.0 0.0 0.0 0.0 0.0 0.0 12.0 0.0 0.0 11.5 6.7 7040110630930104011101236 000001510720002011001120 000000100100000030034 704011112401750106025102660 1 18 3 14 36 1 13 1 5 20 03014 2 34 4 20 60 Total PDI File #:228372 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, January 20, 2022 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/A. Domogala Site Code:15053.00 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 7:00 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 7:00 AM from North from East from South 7:15 AM 7:30 AM 7:45 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 157 Washington Street, Suite 2 Hudson, MA 01749 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 70401102002000000110215 000000120310001020026 000000010100101030035 0000003003200020500510 7040110630930104011101236 000000200200000010013 000000100100000030034 000000310410001010016 000000000000000010011 0000006107100010600614 704011012401640105017101850 63.6 0.0 36.4 0.0 0.0 75.0 25.0 0.0 80.0 0.0 20.0 0.0 0.0 94.4 5.6 0.0 14.0 0.0 8.0 0.0 22.0 0.0 24.0 8.0 0.0 32.0 8.0 0.0 2.0 0.0 10.0 0.0 34.0 2.0 0.0 36.0 1 25 4 20 50 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 70401102002000000110215 000000120310001020026 000000010100101030035 0000003003200020500510 7040110630930104011101236 63.6 0.0 36.4 0.0 0.0 66.7 33.3 0.0 75.0 0.0 25.0 0.0 0.0 91.7 8.3 0.0 0.250 0.000 0.250 0.000 0.250 0.000 0.500 0.375 0.000 0.750 0.375 0.000 0.250 0.000 0.500 0.000 0.550 0.250 0.000 0.600 0.600 7040110630930104011101236 1 18 3 14 36 12 27 7 26 72 from North from East from South from West 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 Pine Street West Main Street from North from East Exiting Leg Total 7:00 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/A. Domogala Site Code:15053.00 PDI File #:228372 C Location:N: Barnstable High School driveway S: Pine Street Location:E: West Main Street W: West Main Street Count Date:Thursday, January 20, 2022 Start Time:7:00 AM Page 4 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 000001200310001030037 000000300300000030036 000000000000000010011 000000010110001040046 000001510720002011001120 0010101102400040400411 000000210300000020025 000000120320002011027 0000006309000000100110 001010107017600060810933 00101115802480008019102053 0.0 0.0 100.0 0.0 4.2 62.5 33.3 0.0 100.0 0.0 0.0 0.0 0.0 95.0 5.0 0.0 0.0 0.0 1.9 0.0 1.9 1.9 28.3 15.1 0.0 45.3 15.1 0.0 0.0 0.0 15.1 0.0 35.8 1.9 0.0 37.7 2 28 8 15 53 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 0010101102400040400411 000000210300000020025 000000120320002011027 0000006309000000100110 001010107017600060810933 0.0 0.0 100.0 0.0 0.0 58.8 41.2 0.0 100.0 0.0 0.0 0.0 0.0 88.9 11.1 0.0 0.000 0.000 0.250 0.000 0.250 0.000 0.417 0.583 0.000 0.472 0.375 0.000 0.000 0.000 0.375 0.000 0.500 0.250 0.000 0.563 0.750 001010107017600060810933 1 15 7 10 33 232131966 from North from East from South from West PDI File #:228372 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, January 20, 2022 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 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 8:00 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 8:00 AM 8:15 AM 8:30 AM 8:45 AM Total Volume % Approach Total Page 5 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 000000000000000010011 000000000000000000000 000000000000000010011 000000100100000010012 000000100100000030034 000000000010001000001 000000000000000000000 000000000000000010011 000000100100000000001 000000100110001010013 000000200210001040047 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 28.6 0.0 0.0 28.6 14.3 0.0 0.0 0.0 14.3 0.0 57.1 0.0 0.0 57.1 05027 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000000000000010011 000000000000000000000 000000000000000010011 000000100100000010012 000000100100000030034 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 0.750 0.000 0.000 0.750 0.500 000000100100000030034 03014 04048 from North from East from South from West PDI File #:228372 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, January 20, 2022 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 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 157 Washington Street, Suite 2 Hudson, MA 01749 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 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000010000100000000000000 1 0000000000000000000000000000 0 0000000010000100000000000000 1 0000000010000100000000000000 1 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 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00011 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 0000000010000100000000000000 1 0000000010000100000000000000 1 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 0.000 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 0.000 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 0000000010000100000000000000 1 00011 01012 from North from East from South from West Class: 228372 C N: Barnstable High School driveway S: Pine Street E: West Main Street W: West Main Street Hyannis, MA VHB/A. Domogala 15053.00 Thursday, January 20, 2022 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 157 Washington Street, Suite 2 Hudson, MA 01749 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 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000011000000000000000000000 1 0000011000000000000000000000 1 0000011000000000000000000000 1 00000100 000000 000000 000000 00000100100000000000000000000000 10001 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 0000011000000000000000000000 1 0000011000000000000000000000 1 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 0.000 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 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0000011000000000000000000000 1 10001 20002 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: 228372 C N: Barnstable High School driveway S: Pine Street E: West Main Street W: West Main Street Hyannis, MA VHB/A. Domogala 15053.00 Thursday, January 20, 2022 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 8:00 AM Barnstable High School driveway West Main Street Pine Street 8:30 AM 8:45 AM Total Volume % Approach Total PHF from West Total 8:00 AM 8:15 AM Entering Leg Exiting Leg Total Page 8 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 100013973501354321046110630110292 71501351244001695320055411680128365 8150148221750304964101015222110238657 42 8 21 0 71 7 121 47 0 175 43 0 0 0 43 5 106 2 0 113 402 14 1 2 0 17 3 129 54 0 186 48 1 1 0 50 3 118 4 0 125 378 6010711244101665303056311220117346 4010571152801505901060212710130345 66 9 25 0 100 18 489 170 0 677 203 1 5 0 209 13 463 9 0 485 1471 11 0 6 0 17 5 113 37 0 155 37 0 2 0 39 3 106 2 0 111 322 5030821093001413501036412020126311 16 0 9 0 25 7 222 67 0 296 72 0 3 0 75 7 226 4 0 237 633 90 10 39 0 139 33 932 312 0 1277 371 5 9 0 385 25 911 24 0 960 2761 64.7 7.2 28.1 0.0 2.6 73.0 24.4 0.0 96.4 1.3 2.3 0.0 2.6 94.9 2.5 0.0 3.3 0.4 1.4 0.0 5.0 1.2 33.8 11.3 0.0 46.3 13.4 0.2 0.3 0.0 13.9 0.9 33.0 0.9 0.0 34.8 62 1321 347 1031 2761 73 4 28 0 105 33 908 304 0 1245 361 5 9 0 375 23 884 24 0 931 2656 81.1 40.0 71.8 0.0 75.5 100.0 97.4 97.4 0.0 97.5 97.3 100.0 100.0 0.0 97.4 92.0 97.0 100.0 0.0 97.0 96.2 62 1273 331 990 2656 17 611 034 024 8 03210 0 0 010 227 0 029105 18.9 60.0 28.2 0.0 24.5 0.0 2.6 2.6 0.0 2.5 2.7 0.0 0.0 0.0 2.6 8.0 3.0 0.0 0.0 3.0 3.8 0481641105 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 71501351244001695320055411680128365 42 8 21 0 71 7 121 47 0 175 43 0 0 0 43 5 106 2 0 113 402 14 1 2 0 17 3 129 54 0 186 48 1 1 0 50 3 118 4 0 125 378 6010711244101665303056311220117346 69 10 29 0 108 16 498 182 0 696 197 3 4 0 204 15 452 16 0 483 1491 63.9 9.3 26.9 0.0 2.3 71.6 26.1 0.0 96.6 1.5 2.0 0.0 3.1 93.6 3.3 0.0 0.411 0.313 0.345 0.000 0.380 0.571 0.965 0.843 0.000 0.935 0.929 0.375 0.333 0.000 0.911 0.750 0.958 0.500 0.000 0.943 0.927 52 4 18 0 74 16 487 177 0 680 194 3 4 0 201 15 443 16 0 474 1429 75.4 40.0 62.1 0.0 68.5 100.0 97.8 97.3 0.0 97.7 98.5 100.0 100.0 0.0 98.5 100.0 98.0 100.0 0.0 98.1 95.8 176110340115016300030900962 24.6 60.0 37.9 0.0 31.5 0.0 2.2 2.7 0.0 2.3 1.5 0.0 0.0 0.0 1.5 0.0 2.0 0.0 0.0 1.9 4.2 52 4 18 0 74 16 487 177 0 680 194 3 4 0 201 15 443 16 0 474 1429 176110340115016300030900962 69 10 29 0 108 16 498 182 0 696 197 3 4 0 204 15 452 16 0 483 1491 35 655 196 543 1429 0 23 11 28 62 35 678 207 571 1491 PDI File #:228372 C Location:N: Barnstable High School driveway S: Pine Street Location:E: West Main Street W: West Main Street Count Date:Thursday, January 20, 2022 Start Time:1:30 PM End Time:3:30 PM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 Class:Cars and Heavy Vehicles (Combined) Barnstable High School driveway West Main Street Pine Street West Main Street from North from East from South from West Total 1:30 PM 1:45 PM Total 3:00 PM 3:15 PM Total 2:00 PM 2:15 PM 2:30 PM 2:45 PM Total Cars % Cars Exiting Leg Total Heavy Vehicles % Heavy Vehicles Grand Total Approach % Total % Exiting Leg Total Exiting Leg Total Peak Hour Analysis from 01:30 PM to 03:30 PM begins at: 1:45 PM Barnstable High School driveway West Main Street Pine Street West Main Street Total Volume % Approach Total PHF Cars Total 1:45 PM 2:00 PM 2:15 PM from North from East from South from West 2:30 PM Total Entering Leg Cars Exiting Leg Heavy Exiting Leg Total Exiting Leg Cars % Heavy Vehicles Heavy Vehicles % Cars Enter Leg Heavy Enter Leg Page 9 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 100013953401324121044110530109286 5130951223801655020052411480126352 613010821772029791410965219110235638 27 2 12 0 41 7 118 45 0 170 43 0 0 0 43 5 104 2 0 111 365 14 1 2 0 17 3 126 53 0 182 48 1 1 0 50 3 116 4 0 123 372 6010711214101635303056310920114340 4010571102801455801059211910122331 51 3 16 0 70 18 475 167 0 660 202 1 5 0 208 13 448 9 0 470 1408 11 0 6 0 17 5 110 36 0 151 34 0 2 0 36 2 102 2 0 106 310 5030821062901373401035311520120300 16 0 9 0 25 7 216 65 0 288 68 0 3 0 71 5 217 4 0 226 610 73 4 28 0 105 33 908 304 0 1245 361 5 9 0 375 23 884 24 0 931 2656 69.5 3.8 26.7 0.0 2.7 72.9 24.4 0.0 96.3 1.3 2.4 0.0 2.5 95.0 2.6 0.0 2.7 0.2 1.1 0.0 4.0 1.2 34.2 11.4 0.0 46.9 13.6 0.2 0.3 0.0 14.1 0.9 33.3 0.9 0.0 35.1 62 1273 331 990 2656 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 5130951223801655020052411480126352 27 2 12 0 41 7 118 45 0 170 43 0 0 0 43 5 104 2 0 111 365 14 1 2 0 17 3 126 53 0 182 48 1 1 0 50 3 116 4 0 123 372 6010711214101635303056310920114340 52 4 18 0 74 16 487 177 0 680 194 3 4 0 201 15 443 16 0 474 1429 70.3 5.4 24.3 0.0 2.4 71.6 26.0 0.0 96.5 1.5 2.0 0.0 3.2 93.5 3.4 0.0 0.481 0.500 0.375 0.000 0.451 0.571 0.966 0.835 0.000 0.934 0.915 0.375 0.333 0.000 0.897 0.750 0.955 0.500 0.000 0.940 0.960 52 4 18 0 74 16 487 177 0 680 194 3 4 0 201 15 443 16 0 474 1429 35 655 196 543 1429 109 1335 397 1017 2858 PDI File #:228372 C Location:N: Barnstable High School driveway S: Pine Street Location:E: West Main Street W: West Main Street Count Date:Thursday, January 20, 2022 Start Time:1:30 PM End Time:3:30 PM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 Total Class:Cars Barnstable High School driveway West Main Street Pine Street West Main Street from North from East from South from West Total 2:00 PM 2:15 PM 2:30 PM 2:45 PM 1:30 PM 1:45 PM Total Total 3:00 PM 3:15 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 01:30 PM to 03:30 PM begins at: 1:45 PM Barnstable High School driveway West Main Street from West Total 1:45 PM Pine Street West Main Street from North from East from South Entering Leg Exiting Leg Total 2:00 PM 2:15 PM 2:30 PM Total Volume % Approach Total PHF Page 10 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 000000210320002010016 2020402204300030200213 2020404307500050300319 156903003205000000200237 000000310400000020026 000000300300000030036 0000005005100010800814 1569030014301710001015001563 0000003104300031400512 0000003104100011500611 00000062084000429001123 17 611 034 024 8 03210 0 0 010 227 0 029105 50.0 17.6 32.4 0.0 0.0 75.0 25.0 0.0 100.0 0.0 0.0 0.0 6.9 93.1 0.0 0.0 16.2 5.7 10.5 0.0 32.4 0.0 22.9 7.6 0.0 30.5 9.5 0.0 0.0 0.0 9.5 1.9 25.7 0.0 0.0 27.6 0481641105 1761103401020121000119001057 100.0 100.0 100.0 0.0 100.0 0.0 41.7 25.0 0.0 37.5 10.0 0.0 0.0 0.0 10.0 50.0 33.3 0.0 0.0 34.5 54.3 0 21 9 27 57 00000013601990009115001644 0.0 0.0 0.0 0.0 0.0 0.0 54.2 75.0 0.0 59.4 90.0 0.0 0.0 0.0 90.0 50.0 55.6 0.0 0.0 55.2 41.9 0 24 7 13 44 000000100100000030034 0.0 0.0 0.0 0.0 0.0 0.0 4.2 0.0 0.0 3.1 0.0 0.0 0.0 0.0 0.0 0.0 11.1 0.0 0.0 10.3 3.8 03014 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 156903003205000000200237 000000310400000020026 000000300300000030036 0000005005100010800814 1569030014301710001015001563 50.0 20.0 30.0 0.0 0.0 82.4 17.6 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.250 0.250 0.250 0.000 0.250 0.000 0.700 0.375 0.000 0.850 0.250 0.000 0.000 0.000 0.250 0.000 0.469 0.000 0.000 0.469 0.426 156903008109000000600645 100.0 100.0 100.0 0.0 100.0 0.0 57.1 33.3 0.0 52.9 0.0 0.0 0.0 0.0 0.0 0.0 40.0 0.0 0.0 40.0 71.4 0000006208100010600615 0.0 0.0 0.0 0.0 0.0 0.0 42.9 66.7 0.0 47.1 100.0 0.0 0.0 0.0 100.0 0.0 40.0 0.0 0.0 40.0 23.8 000000000000000030033 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 20.0 0.0 0.0 20.0 4.8 156903008109000000600645 0000006208100010600615 000000000000000030033 1569030014301710001015001563 0 15 7 23 45 0 72615 03003 0 25 9 29 63 PDI File #:228372 C Location:N: Barnstable High School driveway S: Pine Street Location:E: West Main Street W: West Main Street Count Date:Thursday, January 20, 2022 Start Time:1:30 PM End Time:3:30 PM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 Total Class:Heavy Vehicles‐Combined (Buses, Single‐Unit Trucks, Articulated Trucks) Barnstable High School driveway West Main Street Pine Street West Main Street from North from East from South from West Total 2:00 PM 2:15 PM 2:30 PM 2:45 PM 1:30 PM 1:45 PM Total Total 3:00 PM 3:15 PM Grand Total Approach % Total % Exiting Leg Total Exiting Leg Total Articulated Trucks % Articulated Exiting Leg Total Buses % Buses Exiting Leg Total Single‐Unit Trucks % Single‐Unit Peak Hour Analysis from 01:30 PM to 03:30 PM begins at: 2:00 PM Barnstable High School driveway West Main Street Pine Street West Main Street Total Volume % Approach Total PHF Buses Buses % Total 2:00 PM 2:15 PM 2:30 PM 2:45 PM from North from East from South from West Articulated Trucks Total Exiting Leg Single‐Unit Trucks Articulated Trucks Total Entering Leg Buses Single‐Unit Trucks Single‐Unit Trucks Single‐Unit % Articulated Trucks Articulated % Buses Page 11 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 202040000000000010015 202040100100000010016 156903002103000000100134 000000200200000000002 000000200200000010013 000000200200000040046 156903008109000000600645 000000110210001100014 000000000000000020022 000000110210001120036 1761103401020121000119001057 50.0 17.6 32.4 0.0 0.0 83.3 16.7 0.0 100.0 0.0 0.0 0.0 10.0 90.0 0.0 0.0 29.8 10.5 19.3 0.0 59.6 0.0 17.5 3.5 0.0 21.1 1.8 0.0 0.0 0.0 1.8 1.8 15.8 0.0 0.0 17.5 0 21 9 27 57 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 156903002103000000100134 000000200200000000002 000000200200000010013 000000200200000040046 156903008109000000600645 50.0 20.0 30.0 0.0 0.0 88.9 11.1 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.250 0.250 0.250 0.000 0.250 0.000 1.000 0.250 0.000 0.750 0.000 0.000 0.000 0.000 0.000 0.000 0.375 0.000 0.000 0.375 0.331 156903008109000000600645 0 15 7 23 45 30 24 7 29 90 PDI File #:228372 C Location:N: Barnstable High School driveway S: Pine Street Location:E: West Main Street W: West Main Street Count Date:Thursday, January 20, 2022 Start Time:1:30 PM End Time:3:30 PM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 Total Class:Buses Barnstable High School driveway West Main Street Pine Street West Main Street from North from East from South from West Total 2:00 PM 2:15 PM 2:30 PM 2:45 PM 1:30 PM 1:45 PM Total Total 3:00 PM 3:15 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 01:30 PM to 03:30 PM begins at: 2:00 PM Barnstable High School driveway West Main Street from West Total 2:00 PM Pine Street West Main Street from North from East from South Entering Leg Exiting Leg Total 2:15 PM 2:30 PM 2:45 PM Total Volume % Approach Total PHF Page 12 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 000000110220002010015 000000220430003010018 0000003306500050200213 000000110200000000002 000000110200000020024 000000100100000020023 000000300310001020026 0000006208100010600615 000000200220002040048 000000210310001130048 0000004105300031700816 00000013601990009115001644 0.0 0.0 0.0 0.0 0.0 68.4 31.6 0.0 100.0 0.0 0.0 0.0 6.3 93.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 29.5 13.6 0.0 43.2 20.5 0.0 0.0 0.0 20.5 2.3 34.1 0.0 0.0 36.4 0 24 7 13 44 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000100100000020023 000000300310001020026 000000200220002040048 000000210310001130048 000000810940004111001225 0.0 0.0 0.0 0.0 0.0 88.9 11.1 0.0 100.0 0.0 0.0 0.0 8.3 91.7 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.667 0.250 0.000 0.750 0.500 0.000 0.000 0.000 0.500 0.250 0.688 0.000 0.000 0.750 0.781 000000810940004111001225 015 2 825 0 24 6 20 50 PDI File #:228372 C Location:N: Barnstable High School driveway S: Pine Street Location:E: West Main Street W: West Main Street Count Date:Thursday, January 20, 2022 Start Time:1:30 PM End Time:3:30 PM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 Total Class:Single‐Unit Trucks Barnstable High School driveway West Main Street Pine Street West Main Street from North from East from South from West Total 2:00 PM 2:15 PM 2:30 PM 2:45 PM 1:30 PM 1:45 PM Total Total 3:00 PM 3:15 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 01:30 PM to 03:30 PM begins at: 2:30 PM Barnstable High School driveway West Main Street from West Total 2:30 PM Pine Street West Main Street from North from East from South Entering Leg Exiting Leg Total 2:45 PM 3:00 PM 3:15 PM Total Volume % Approach Total PHF Page 13 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 000000000000000000000 000000000000000010011 000000000000000000000 000000000000000000000 000000000000000020022 000000000000000030033 000000000000000000000 000000100100000000001 000000100100000000001 000000100100000030034 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 25.0 0.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 0.0 75.0 0.0 0.0 75.0 03014 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000000000000010011 000000000000000000000 000000000000000000000 000000000000000020022 000000000000000030033 0.0 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 0.000 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 0.000 0.000 0.375 0.375 000000000000000030033 03003 03036 PDI File #:228372 C Location:N: Barnstable High School driveway S: Pine Street Location:E: West Main Street W: West Main Street Count Date:Thursday, January 20, 2022 Start Time:1:30 PM End Time:3:30 PM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 Total Class:Articulated Trucks Barnstable High School driveway West Main Street Pine Street West Main Street from North from East from South from West Total 2:00 PM 2:15 PM 2:30 PM 2:45 PM 1:30 PM 1:45 PM Total Total 3:00 PM 3:15 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 01:30 PM to 03:30 PM begins at: 2:00 PM Barnstable High School driveway West Main Street from West Total 2:00 PM Pine Street West Main Street from North from East from South Entering Leg Exiting Leg Total 2:15 PM 2:30 PM 2:45 PM Total Volume % Approach Total PHF Page 14 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00000 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0000000000000000000000000000 0 00000 00000 PDI File #:228372 C Location:N: Barnstable High School driveway S: Pine Street Location:E: West Main Street W: West Main Street Count Date:Thursday, January 20, 2022 Start Time:1:30 PM End Time:3:30 PM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 Class:Bicycles (on Roadway and Crosswalks) Barnstable High School driveway West Main Street Pine Street West Main Street from North from East from South from West Total 1:30 PM 1:45 PM Total 2:00 PM 3:15 PM Total 2:15 PM 2:30 PM 2:45 PM Total 3:00 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 01:30 PM to 03:30 PM begins at: from West Total 1:30 PM 1:45 PM West Main Street from North from East from South 1:30 PM Barnstable High School driveway West Main Street Pine Street Entering Leg Exiting Leg Total 2:00 PM 2:15 PM Total Volume % Approach Total PHF Page 15 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 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 0000101000000000000000000000 1 0000101000000000000000000000 1 0000000000000000000110000000 1 0000101000000000000110000000 2 0000000000000000000000000000 0 0000101000000000000110000000 2 0000202000000000000330000000 5 0000000000000000001120000000 2 0000000000000000000000000000 0 0000000000000000001120000000 2 0000303000000000001450000000 8 00001000 000000 00002080 000000 000037.5 0 37.5 0000000000012.5 50 62.5 0000000 30508 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 0000101000000000000110000000 2 0000000000000000000000000000 0 0000101000000000000110000000 2 0000000000000000001120000000 2 0000202000000000001340000000 6 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 25.0 75.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.500 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.750 0.500 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.750 0000202000000000001340000000 6 20406 408012 PDI File #:228372 C Location:N: Barnstable High School driveway S: Pine Street Location:E: West Main Street W: West Main Street Count Date:Thursday, January 20, 2022 Start Time:1:30 PM End Time:3:30 PM City, State:Hyannis, MA Client:VHB/A. Domogala Site Code:15053.00 Class:Pedestrians Barnstable High School driveway West Main Street Pine Street West Main Street from North from East from South from West Total 1:30 PM 1:45 PM Total 2:00 PM 3:15 PM Total 2:15 PM 2:30 PM 2:45 PM Total 3:00 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 01:30 PM to 03:30 PM begins at: from West Total 2:15 PM 2:30 PM West Main Street from North from East from South 2:15 PM Barnstable High School driveway West Main Street Pine Street Entering Leg Exiting Leg Total 2:45 PM 3:00 PM Total Volume % Approach Total PHF Page 16 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Dunkin’ Drive-Through Window Proposal – TIAS – School Peaks Ref: 15053.00 February 1, 2022 Capacity Analysis Worksheets 15053.00 :: 751 West Main Street, Hyannis, MA 2022 Existing Conditions 1: 751 West Main Street West Driveway & West Main Street Timing Plan: Weekday Morning HCM 6th TWSC Synchro 10 Report VHB/AD 01/27/2022 Intersection Int Delay, s/veh 1.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 600 35 10 410 25 25 Future Vol, veh/h 600 35 10 410 25 25 Conflicting Peds, #/hr 0 00007 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 88 88 84 84 68 68 Heavy Vehicles, % 4 30304 Mvmt Flow 682 40 12 488 37 37 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 722 0 1214 709 Stage 1 - - - - 702 - Stage 2 - - - - 512 - 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 - - 889 - 202 431 Stage 1 - - - - 495 - Stage 2 - - - - 606 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 889 - 198 428 Mov Cap-2 Maneuver - - - - 198 - Stage 1 - - - - 495 - Stage 2 - - - - 594 - Approach EB WB NB HCM Control Delay, s 0 0.2 23.2 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 271 - - 889 - HCM Lane V/C Ratio 0.271 - - 0.013 - HCM Control Delay (s) 23.2 - - 9.1 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 1.1 - - 0 - 15053.00 :: 751 West Main Street, Hyannis, MA 2022 Existing Conditions 2: 751 West Main Street East Driveway & West Main Street Timing Plan: Weekday Morning HCM 6th TWSC Synchro 10 Report VHB/AD 01/27/2022 Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 620 5 10 410 10 10 Future Vol, veh/h 620 5 10 410 10 10 Conflicting Peds, #/hr 0 00070 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 86 86 84 84 75 75 Heavy Vehicles, % 4 00300 Mvmt Flow 721 6 12 488 13 13 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 727 0 1243 724 Stage 1 - - - - 724 - Stage 2 - - - - 519 - 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 - - 886 - 194 429 Stage 1 - - - - 484 - Stage 2 - - - - 601 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 886 - 189 429 Mov Cap-2 Maneuver - - - - 189 - Stage 1 - - - - 484 - Stage 2 - - - - 585 - Approach EB WB NB HCM Control Delay, s 0 0.2 20.3 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 262 - - 886 - HCM Lane V/C Ratio 0.102 - - 0.013 - HCM Control Delay (s) 20.3 - - 9.1 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.3 - - 0 - 15053.00 :: 751 West Main Street, Hyannis, MA 2022 Existing Conditions 3: Pine Street/Barnstable High School Driveway & West Main Street Timing Plan: Weekday Morning HCM 6th TWSC Synchro 10 Report VHB/AD 01/27/2022 Intersection Int Delay, s/veh 285 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 35 575 10 140 385 35 5 2 235 35 1 30 Future Vol, veh/h 35 575 10 140 385 35 5 2 235 35 1 30 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 ----50--- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 82 82 82 78 78 78 32 32 32 Heavy Vehicles, % 0 404302504300 Mvmt Flow 41 669 12 171 470 43 6 3 301 109 3 94 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 513 0 0 681 0 0 1639 1612 675 1743 1597 492 Stage 1 ------757757-834834- Stage 2 ------882855-909763- Critical Hdwy 4.1 - - 4.14 - - 7.35 6.5 6.24 7.13 6.5 6.2 Critical Hdwy Stg 1 ------6.35 5.5 - 6.13 5.5 - Critical Hdwy Stg 2 ------6.35 5.5 - 6.13 5.5 - Follow-up Hdwy 2.2 - - 2.236 - - 3.725 4 3.336 3.527 4 3.3 Pot Cap-1 Maneuver 1063 - - 902 - - 71 105 451 ~ 67 108 581 Stage 1 ------367419-361386- Stage 2 ------311378-328416- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1063 - - 902 - - 48 82 451 ~ 18 84 581 Mov Cap-2 Maneuver ------4882-~ 1884- Stage 1 ------353403-347313- Stage 2 ------209306-~ 104400- Approach EB WB NB SB HCM Control Delay, s 0.5 2.5 29.2 $ 2600 HCM LOS D F Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 54 451 1063 - - 902 - - 33 HCM Lane V/C Ratio 0.166 0.668 0.038 - - 0.189 - - 6.25 HCM Control Delay (s) 84.5 27.6 8.5 - - 9.9 - -$ 2600 HCM Lane LOS F D A - - A - - F HCM 95th %tile Q(veh) 0.5 4.8 0.1 - - 0.7 - - 24.8 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 15053.00 :: 751 West Main Street, Hyannis, MA 2022 Existing Conditions 1: 751 West Main Street West Driveway & West Main Street Timing Plan: Weekday Afternoo HCM 6th TWSC \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\tech\Synchro\2022_School Peaks\EX-PM.syn VHB/AD 01/27/2022 Intersection Int Delay, s/veh 1.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 460 25 5 560 20 20 Future Vol, veh/h 460 25 5 560 20 20 Conflicting Peds, #/hr 0 880059 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 90 90 81 81 61 61 Heavy Vehicles, % 2 00500 Mvmt Flow 511 28 6 691 33 33 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 547 0 1236 592 Stage 1 - - - - 533 - Stage 2 - - - - 703 - 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 - 196 510 Stage 1 - - - - 593 - Stage 2 - - - - 495 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1025 - 192 478 Mov Cap-2 Maneuver - - - - 192 - Stage 1 - - - - 588 - Stage 2 - - - - 490 - Approach EB WB NB HCM Control Delay, s 0 0.1 22.2 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 274 - - 1025 - HCM Lane V/C Ratio 0.239 - - 0.006 - HCM Control Delay (s) 22.2 - - 8.5 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.9 - - 0 - 15053.00 :: 751 West Main Street, Hyannis, MA 2022 Existing Conditions 2: 751 West Main Street East Driveway & West Main Street Timing Plan: Weekday Afternoo HCM 6th TWSC \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\tech\Synchro\2022_School Peaks\EX-PM.syn VHB/AD 01/27/2022 Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 475 5 5 560 5 5 Future Vol, veh/h 475 5 5 560 5 5 Conflicting Peds, #/hr 0 8 8 0 59 3 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 83 83 56 56 Heavy Vehicles, % 2 00500 Mvmt Flow 516 5 6 675 9 9 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 529 0 1273 530 Stage 1 - - - - 527 - Stage 2 - - - - 746 - 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 - - 1048 - 187 553 Stage 1 - - - - 596 - Stage 2 - - - - 472 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1040 - 174 547 Mov Cap-2 Maneuver - - - - 174 - Stage 1 - - - - 591 - Stage 2 - - - - 441 - Approach EB WB NB HCM Control Delay, s 0 0.1 19.6 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 264 - - 1040 - HCM Lane V/C Ratio 0.068 - - 0.006 - HCM Control Delay (s) 19.6 - - 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 2022 Existing Conditions 3: Pine Street/Barnstable High School Driveway & West Main Street Timing Plan: Weekday Afternoo HCM 6th TWSC \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\tech\Synchro\2022_School Peaks\EX-PM.syn VHB/AD 01/27/2022 Intersection Int Delay, s/veh 145.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 450 15 180 500 15 5 5 195 30 10 70 Future Vol, veh/h 15 450 15 180 500 15 5 5 195 30 10 70 Conflicting Peds, #/hr 2 02202000000 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 94 94 94 94 94 94 91 91 91 38 38 38 Heavy Vehicles, % 0 20320002386025 Mvmt Flow 16 479 16 191 532 16 5 5 214 79 26 184 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 550 0 0 497 0 0 1548 1453 489 1553 1453 542 Stage 1 ------521521-924924- Stage 2 ------1027 932 - 629 529 - Critical Hdwy 4.1 - - 4.13 - - 7.1 6.5 6.22 7.48 7.1 6.45 Critical Hdwy Stg 1 ------6.15.5-6.48 6.1 - Critical Hdwy Stg 2 ------6.15.5-6.48 6.1 - Follow-up Hdwy 2.2 - - 2.227 - - 3.5 4 3.318 3.842 4.54 3.525 Pot Cap-1 Maneuver 1030 - - 1062 - - 94 132 579 ~ 76 99 498 Stage 1 ------542535-279281- Stage 2 ------285348-415443- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1028 - - 1060 - - 38 106 578 ~ 39 80 497 Mov Cap-2 Maneuver ------38106-~ 3980- Stage 1 ------533525-274230- Stage 2 ------130285-254435- Approach EB WB NB SB HCM Control Delay, s 0.3 2.4 18.3 $ 868.2 HCM LOS C F Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 56 578 1028 - - 1060 - - 106 HCM Lane V/C Ratio 0.196 0.371 0.016 - - 0.181 - - 2.731 HCM Control Delay (s) 84.4 14.9 8.6 - - 9.1 - -$ 868.2 HCM Lane LOS F B A - - A - - F HCM 95th %tile Q(veh) 0.7 1.7 0 - - 0.7 - - 27 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 15053.00 :: 751 West Main Street, Hyannis, MA 2029 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 02/01/2022 Intersection Int Delay, s/veh 1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 635 35 10 455 25 25 Future Vol, veh/h 635 35 10 455 25 25 Conflicting Peds, #/hr 0 00007 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, % 4 30304 Mvmt Flow 690 38 11 495 27 27 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 728 0 1226 716 Stage 1 - - - - 709 - Stage 2 - - - - 517 - 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 - - 885 - 199 427 Stage 1 - - - - 491 - Stage 2 - - - - 603 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 885 - 196 424 Mov Cap-2 Maneuver - - - - 196 - Stage 1 - - - - 491 - Stage 2 - - - - 593 - Approach EB WB NB HCM Control Delay, s 0 0.2 21.8 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 268 - - 885 - HCM Lane V/C Ratio 0.203 - - 0.012 - HCM Control Delay (s) 21.8 - - 9.1 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.7 - - 0 - 15053.00 :: 751 West Main Street, Hyannis, MA 2029 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 02/01/2022 Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 655 5 10 455 10 10 Future Vol, veh/h 655 5 10 455 10 10 Conflicting Peds, #/hr 0 00070 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, % 4 00300 Mvmt Flow 712 5 11 495 11 11 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 717 0 1239 715 Stage 1 - - - - 715 - Stage 2 - - - - 524 - 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 - - 893 - 196 434 Stage 1 - - - - 488 - Stage 2 - - - - 598 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 893 - 191 434 Mov Cap-2 Maneuver - - - - 191 - Stage 1 - - - - 488 - Stage 2 - - - - 584 - Approach EB WB NB HCM Control Delay, s 0 0.2 19.8 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 265 - - 893 - HCM Lane V/C Ratio 0.082 - - 0.012 - HCM Control Delay (s) 19.8 - - 9.1 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.3 - - 0 - 15053.00 :: 751 West Main Street, Hyannis, MA 2029 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 02/01/2022 Intersection Int Delay, s/veh 24.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 35 610 10 145 430 35 5 2 245 35 1 30 Future Vol, veh/h 35 610 10 145 430 35 5 2 245 35 1 30 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 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 404302504300 Mvmt Flow 38 663 11 158 467 38 5 2 266 38 1 33 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 505 0 0 674 0 0 1564 1566 669 1681 1552 486 Stage 1 ------745745-802802- Stage 2 ------819821-879750- Critical Hdwy 4.1 - - 4.14 - - 7.35 6.5 6.24 7.13 6.5 6.2 Critical Hdwy Stg 1 ------6.35 5.5 - 6.13 5.5 - Critical Hdwy Stg 2 ------6.35 5.5 - 6.13 5.5 - Follow-up Hdwy 2.2 - - 2.236 - - 3.725 4 3.336 3.527 4 3.3 Pot Cap-1 Maneuver 1070 - - 908 - - 80 112 454 75 115 585 Stage 1 ------373424-376399- Stage 2 ------338391-341422- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1070 - - 908 - - 63 89 454 ~ 26 92 585 Mov Cap-2 Maneuver ------6389-~ 2692- Stage 1 ------360409-362330- Stage 2 ------263323-135407- Approach EB WB NB SB HCM Control Delay, s 0.5 2.3 24.7 $ 458.2 HCM LOS C F Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 69 454 1070 - - 908 - - 47 HCM Lane V/C Ratio 0.11 0.587 0.036 - - 0.174 - - 1.526 HCM Control Delay (s) 63.5 23.6 8.5 - - 9.8 - -$ 458.2 HCM Lane LOS F C A - - A - - F HCM 95th %tile Q(veh) 0.4 3.7 0.1 - - 0.6 - - 7 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 15053.00 :: 751 West Main Street, Hyannis, MA 2029 No-Build Conditions 1: 751 West Main Street West Driveway & West Main Street Timing Plan: Weekday Afternoo HCM 6th TWSC \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\tech\Synchro\2022_School Peaks\NB-PM.syn VHB/AD 02/01/2022 Intersection Int Delay, s/veh 0.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 510 25 5 605 20 20 Future Vol, veh/h 510 25 5 605 20 20 Conflicting Peds, #/hr 0 880059 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 554 27 5 658 22 22 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 589 0 1244 635 Stage 1 - - - - 576 - Stage 2 - - - - 668 - 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 - - 996 - 194 482 Stage 1 - - - - 566 - Stage 2 - - - - 513 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 988 - 191 451 Mov Cap-2 Maneuver - - - - 191 - Stage 1 - - - - 561 - Stage 2 - - - - 509 - Approach EB WB NB HCM Control Delay, s 0 0.1 21 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 268 - - 988 - HCM Lane V/C Ratio 0.162 - - 0.006 - HCM Control Delay (s) 21 - - 8.7 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.6 - - 0 - 15053.00 :: 751 West Main Street, Hyannis, MA 2029 No-Build Conditions 2: 751 West Main Street East Driveway & West Main Street Timing Plan: Weekday Afternoo HCM 6th TWSC \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\tech\Synchro\2022_School Peaks\NB-PM.syn VHB/AD 02/01/2022 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 525 5 5 605 5 5 Future Vol, veh/h 525 5 5 605 5 5 Conflicting Peds, #/hr 0 8 8 0 59 3 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 571 5 5 658 5 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 584 0 1309 585 Stage 1 - - - - 582 - Stage 2 - - - - 727 - 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 - - 1001 - 177 515 Stage 1 - - - - 563 - Stage 2 - - - - 482 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 993 - 164 510 Mov Cap-2 Maneuver - - - - 164 - Stage 1 - - - - 558 - Stage 2 - - - - 451 - Approach EB WB NB HCM Control Delay, s 0 0.1 20.2 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 248 - - 993 - HCM Lane V/C Ratio 0.044 - - 0.005 - HCM Control Delay (s) 20.2 - - 8.6 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - 15053.00 :: 751 West Main Street, Hyannis, MA 2029 No-Build Conditions 3: Pine Street/Barnstable High School Driveway & West Main Street Timing Plan: Weekday Afternoo HCM 6th TWSC \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\tech\Synchro\2022_School Peaks\NB-PM.syn VHB/AD 02/01/2022 Intersection Int Delay, s/veh 29.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 500 15 185 540 15 5 5 200 30 10 70 Future Vol, veh/h 15 500 15 185 540 15 5 5 200 30 10 70 Conflicting Peds, #/hr 2 02202000000 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 20320002386025 Mvmt Flow 16 543 16 201 587 16 5 5 217 33 11 76 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 605 0 0 561 0 0 1626 1592 553 1693 1592 597 Stage 1 ------585585-999999- Stage 2 ------1041 1007 - 694 593 - Critical Hdwy 4.1 - - 4.13 - - 7.1 6.5 6.22 7.48 7.1 6.45 Critical Hdwy Stg 1 ------6.15.5-6.48 6.1 - Critical Hdwy Stg 2 ------6.15.5-6.48 6.1 - Follow-up Hdwy 2.2 - - 2.227 - - 3.5 4 3.318 3.842 4.54 3.525 Pot Cap-1 Maneuver 983 - - 1005 - - 83 108 533 60 80 463 Stage 1 ------501501-252257- Stage 2 ------280321-380412- Platoon blocked, % - - - - Mov Cap-1 Maneuver 981 - - 1003 - - 50 85 532 ~ 28 63 462 Mov Cap-2 Maneuver ------5085-~ 2863- Stage 1 ------492492-247205- Stage 2 ------177256-219405- Approach EB WB NB SB HCM Control Delay, s 0.2 2.4 19.1 $ 367.8 HCM LOS C F Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 63 532 981 - - 1003 - - 80 HCM Lane V/C Ratio 0.173 0.409 0.017 - - 0.2 - - 1.495 HCM Control Delay (s) 73.7 16.4 8.7 - - 9.5 - -$ 367.8 HCM Lane LOS F C A - - A - - F HCM 95th %tile Q(veh) 0.6 2 0.1 - - 0.7 - - 9.6 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 15053.00 :: 751 West Main Street, Hyannis, MA 2029 Build Conditions 1: 751 West Main Street West Driveway & West Main Street Timing Plan: Weekday Morning HCM 6th TWSC Synchro 10 Report VHB/AD 02/01/2022 Intersection Int Delay, s/veh 0.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 625 45 25 475 15 10 Future Vol, veh/h 625 45 25 475 15 10 Conflicting Peds, #/hr 0 00007 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, % 4 30304 Mvmt Flow 679 49 27 516 16 11 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 728 0 1274 711 Stage 1 - - - - 704 - Stage 2 - - - - 570 - 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 - - 885 - 186 430 Stage 1 - - - - 494 - Stage 2 - - - - 570 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 885 - 178 427 Mov Cap-2 Maneuver - - - - 178 - Stage 1 - - - - 494 - Stage 2 - - - - 545 - Approach EB WB NB HCM Control Delay, s 0 0.5 22.6 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 232 - - 885 - HCM Lane V/C Ratio 0.117 - - 0.031 - HCM Control Delay (s) 22.6 - - 9.2 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.4 - - 0.1 - 15053.00 :: 751 West Main Street, Hyannis, MA 2029 Build Conditions 2: 751 West Main Street East Driveway & West Main Street Timing Plan: Weekday Morning HCM 6th TWSC Synchro 10 Report VHB/AD 02/01/2022 Intersection Int Delay, s/veh 1.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 635 1 5 465 35 35 Future Vol, veh/h 635 1 5 465 35 35 Conflicting Peds, #/hr 0 00070 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, % 4 00300 Mvmt Flow 690 1 5 505 38 38 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 691 0 1213 691 Stage 1 - - - - 691 - Stage 2 - - - - 522 - 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 - - 913 - 203 448 Stage 1 - - - - 501 - Stage 2 - - - - 599 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 913 - 200 448 Mov Cap-2 Maneuver - - - - 200 - Stage 1 - - - - 501 - Stage 2 - - - - 590 - Approach EB WB NB HCM Control Delay, s 0 0.1 22.8 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 277 - - 913 - HCM Lane V/C Ratio 0.275 - - 0.006 - HCM Control Delay (s) 22.8 - - 9 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 1.1 - - 0 - 15053.00 :: 751 West Main Street, Hyannis, MA 2029 Build Conditions 3: Pine Street/Barnstable High School Driveway & West Main Street Timing Plan: Weekday Morning HCM 6th TWSC Synchro 10 Report VHB/AD 02/01/2022 Intersection Int Delay, s/veh 25.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 35 615 10 145 430 35 5 2 245 35 1 30 Future Vol, veh/h 35 615 10 145 430 35 5 2 245 35 1 30 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 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 404302504300 Mvmt Flow 38 668 11 158 467 38 5 2 266 38 1 33 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 505 0 0 679 0 0 1569 1571 674 1686 1557 486 Stage 1 ------750750-802802- Stage 2 ------819821-884755- Critical Hdwy 4.1 - - 4.14 - - 7.35 6.5 6.24 7.13 6.5 6.2 Critical Hdwy Stg 1 ------6.35 5.5 - 6.13 5.5 - Critical Hdwy Stg 2 ------6.35 5.5 - 6.13 5.5 - Follow-up Hdwy 2.2 - - 2.236 - - 3.725 4 3.336 3.527 4 3.3 Pot Cap-1 Maneuver 1070 - - 904 - - 79 112 451 74 114 585 Stage 1 ------370422-376399- Stage 2 ------338391-339420- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1070 - - 904 - - 62 89 451 ~ 25 91 585 Mov Cap-2 Maneuver ------6289-~ 2591- Stage 1 ------357407-362329- Stage 2 ------263323-133405- Approach EB WB NB SB HCM Control Delay, s 0.5 2.3 25 $ 493 HCM LOS D F Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 68 451 1070 - - 904 - - 45 HCM Lane V/C Ratio 0.112 0.59 0.036 - - 0.174 - - 1.594 HCM Control Delay (s) 64.5 23.9 8.5 - - 9.8 - - $ 493 HCM Lane LOS F C A - - A - - F HCM 95th %tile Q(veh) 0.4 3.7 0.1 - - 0.6 - - 7.1 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 15053.00 :: 751 West Main Street, Hyannis, MA 2029 Build Conditions 1: 751 West Main Street West Driveway & West Main Street Timing Plan: Weekday Afternoo HCM 6th TWSC \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\tech\Synchro\2022_School Peaks\BD PM.syn VHB/AD 02/01/2022 Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 505 30 15 615 10 10 Future Vol, veh/h 505 30 15 615 10 10 Conflicting Peds, #/hr 0 880059 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 549 33 16 668 11 11 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 590 0 1274 633 Stage 1 - - - - 574 - Stage 2 - - - - 700 - 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 - - 995 - 186 483 Stage 1 - - - - 567 - Stage 2 - - - - 496 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 987 - 180 452 Mov Cap-2 Maneuver - - - - 180 - Stage 1 - - - - 562 - Stage 2 - - - - 483 - Approach EB WB NB HCM Control Delay, s 0 0.2 20.3 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 257 - - 987 - HCM Lane V/C Ratio 0.085 - - 0.017 - HCM Control Delay (s) 20.3 - - 8.7 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.3 - - 0.1 - 15053.00 :: 751 West Main Street, Hyannis, MA 2029 Build Conditions 2: 751 West Main Street East Driveway & West Main Street Timing Plan: Weekday Afternoo HCM 6th TWSC \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\tech\Synchro\2022_School Peaks\BD PM.syn VHB/AD 02/01/2022 Intersection Int Delay, s/veh 0.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 510 5 2 610 20 25 Future Vol, veh/h 510 5 2 610 20 25 Conflicting Peds, #/hr 0 8 8 0 59 3 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 554 5 2 663 22 27 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 567 0 1291 568 Stage 1 - - - - 565 - Stage 2 - - - - 726 - 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 - - 1015 - 182 526 Stage 1 - - - - 573 - Stage 2 - - - - 483 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1007 - 170 521 Mov Cap-2 Maneuver - - - - 170 - Stage 1 - - - - 568 - Stage 2 - - - - 455 - Approach EB WB NB HCM Control Delay, s 0 0 21.1 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 272 - - 1007 - HCM Lane V/C Ratio 0.18 - - 0.002 - HCM Control Delay (s) 21.1 - - 8.6 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.6 - - 0 - 15053.00 :: 751 West Main Street, Hyannis, MA 2029 Build Conditions 3: Pine Street/Barnstable High School Driveway & West Main Street Timing Plan: Weekday Afternoo HCM 6th TWSC \\vhb\gbl\proj\Wat-TS\15053.00 Couto DD Drive Thru\tech\Synchro\2022_School Peaks\BD PM.syn VHB/AD 02/01/2022 Intersection Int Delay, s/veh 29.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 505 15 185 540 15 5 5 200 30 10 70 Future Vol, veh/h 15 505 15 185 540 15 5 5 200 30 10 70 Conflicting Peds, #/hr 2 02202000000 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 20320002386025 Mvmt Flow 16 549 16 201 587 16 5 5 217 33 11 76 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 605 0 0 567 0 0 1632 1598 559 1699 1598 597 Stage 1 ------591591-999999- Stage 2 ------1041 1007 - 700 599 - Critical Hdwy 4.1 - - 4.13 - - 7.1 6.5 6.22 7.48 7.1 6.45 Critical Hdwy Stg 1 ------6.15.5-6.48 6.1 - Critical Hdwy Stg 2 ------6.15.5-6.48 6.1 - Follow-up Hdwy 2.2 - - 2.227 - - 3.5 4 3.318 3.842 4.54 3.525 Pot Cap-1 Maneuver 983 - - 1000 - - 82 107 529 59 79 463 Stage 1 ------497498-252257- Stage 2 ------280321-377409- Platoon blocked, % - - - - Mov Cap-1 Maneuver 981 - - 998 - - 50 84 528 ~ 28 62 462 Mov Cap-2 Maneuver ------5084-~ 2862- Stage 1 ------488489-247205- Stage 2 ------177256-216402- Approach EB WB NB SB HCM Control Delay, s 0.2 2.4 19.2 $ 376.8 HCM LOS C F Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 63 528 981 - - 998 - - 79 HCM Lane V/C Ratio 0.173 0.412 0.017 - - 0.201 - - 1.513 HCM Control Delay (s) 73.7 16.5 8.7 - - 9.5 - -$ 376.8 HCM Lane LOS F C A - - A - - F HCM 95th %tile Q(veh) 0.6 2 0.1 - - 0.8 - - 9.7 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon