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Home My WebLink About442 Main Street Traffic Memorandum with AttachmentsRef: 15279.00 May 19, 2021 Page 1 \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\docs\memos\Traffic Memorandum.docx To: Mr. Sal Couto Chief Executive Officer & Principal Couto Management Group, LLC 169 Main Street Stoneham, MA 02180 Date: May 19, 2021 Project #: 15279.00 From: Randall Hart, Principal Ashley Domogala, Transportation Consultant Re: Proposed Redevelopment 442 Main Street Traffic Assessment Hyannis, Massachusetts 02601 Vanasse Hangen Brustlin, Inc. (VHB) has evaluated the potential traffic generation and intersection operations associated with the proposed redevelopment of 442 Main Street in Hyannis, Massachusetts. The site was formerly occupied by a Rockland Trust bank branch and is located in the northeast corner of the intersection of Main Street at Winter Street. The proposed building will be redeveloped and expanded to include a Dunkin Donut Restaurant with Drive Thru (4,598 sf), 2,370 sf of general retail along the Main Street frontage, and 5 residential units on the second floor. The Dunkin’ restaurant would replace the existing Dunkin’ facility located one block away in the southeast corner of the intersection of North Street at High School Road. That operation will be shut down once the new facility is open and operational. This traffic assessment reviews the project traffic generation associated with the proposed reuse and assesses traffic operations before and after the project is established at four key intersections in the vicinity of the site. The following represents the assessment conducted and general findings. Existing Conditions The existing condition analysis consists of an inventory of the traffic control, roadway and intersection geometry in the study area, and the collection of peak hour traffic volumes. Study Area Based on an understanding of town requirements for transportation on this project, a study area was established and includes the following locations: • Main Street at Winter Street • Main Street at High School Road • North Street at Winter Street • North Street at High School Road As noted previously, under the existing and proposed conditions, two full-access driveways to the Site will be maintained in the existing configuration. A figure showing the existing intersection lane geometry and traffic control at each study area intersection is included in the Attachments. Study Area Intersections Main Street at Winter Street Winter Street intersects Main Street from the north and the Cape Cod Inn Driveway intersects Main Street from the south to create a four-legged unsignalized intersection. Main Street is one-way in this area with two westbound lanes Ref: 15279.00 May 19, 2021 Page 2 \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\docs\memos\Traffic Memorandum.docx and on-street parking on both sides. Winter Street consists of a single lane southbound (right-turn only) and a single lane northbound. The Cape Cod Inn Driveway consists of single lane in and out of the facility. There is currently a crosswalk across Winter Street and Main Street (west side of intersection). Winter Street is under STOP control. There is currently no control signs or pavement markings for the inn driveway. Main Street at High School Road High School Road intersects Main Street from the north and south to create a four-legged signalized intersection. Main Street is one-way in this area with two westbound lanes and on-street parking on both sides. High School Road consists of a shared through/right-turn lane on the southbound approach and a shared left-turn/through lane on the northbound approach. There are currently crosswalks across all four legs that are controlled by the traffic signal. North Street at High School Road High School Road intersects North Street from the north and south to create a four-legged signalized intersection. North Street consists of a single general-purpose lane eastbound and westbound. High School Road consists of an exclusive left-turn lane and shared through/right-turn lane northbound and southbound. There are currently crosswalks across all four legs that are controlled by the traffic signal. North Street at High School Road Winter Street intersects North Street from the north and south to create a four-legged signalized intersection. North Street consists of a single general-purpose lane eastbound and westbound. Winter Street consists of a single general- purpose lane northbound and southbound. There are currently crosswalks across all four legs that are controlled by the traffic signal. Existing Traffic Volumes To identify current traffic volumes and operations at the study area intersections, VHB conducted traffic counts at study area intersections during the critical weekday morning (7-9 AM) and weekday evening (4-6PM) peak hour periods. The traffic counts were conducted on a typical weekday in April 2021 (non-school break). Volumes were adjusted to reflect non-pandemic, peak summer conditions. Due to the current COVID-19 pandemic, volumes are atypical and generally lower, so the counts were adjusted for COVID by comparing April 2021 counts to November 2018 counts at the intersection of Main Street at High School Road. In addition, the counts were grown to peak summer conditions. The following steps were taken to determine the count adjustment factor: 1. November 2018 counts (only available for Main Street at High School Road) a. Adjusted to peak summer season by applying seasonal adjustment of 1.42 based on monthly adjustment factors for Cape Cod published in the CCC’s 2018 Traffic Counting Report 1. b. Grown to 2021 by assuming 0.5% growth per year for 3 years. The yearly growth was based on historic growth published in the CCC’s 2018 Traffic Counting Report. 2. April 2021 counts (all four intersections) a. Adjusted to peak summer season by applying seasonal adjustment of 1.39 based on monthly adjustment factors for Cape Cod published in the CCC’s 2018 Traffic Counting Report. 1 2018 Traffic Counting Report for Cape Cod Massachusetts, Cape Cod Commission, March 2019. Ref: 15279.00 May 19, 2021 Page 3 \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\docs\memos\Traffic Memorandum.docx b. Calculated COVID adjustment by dividing the “April 2021 volumes adjusted to peak season” by the “November 2018 volumes adjusted to peak season 2021”. The adjustments were found to be 1.15 in the AM peak hour and 1.10 in the PM peak hour. Based on the above calculations, the April 2021 volumes were adjusted by an overall +60% in the AM peak hour and +53% in the PM peak hour. All traffic count data is included in the Appendix, as well as data relating to count adjustments. To provide a comparison of operations for the study area for the changed land uses at the proposed site, a final adjustment made to the “Existing” volume network was to include volumes for an operating Rockland Trust bank. The traffic volumes generated by the bank were estimated using ITE trip generation rates for Land Use Code (LUC) 912 (Drive-In Bank) from the ITE Trip Generation Manual 2. The result estimated approximately 73 vehicle trips (39 entering/34 exiting) during the weekday morning peak hour and 100 vehicle trips (50 entering/50 exiting) during the weekday evening peak hour. The volumes were distributed through the study area using the trip distribution calculated for the proposed Site discussed later in this memo. The 2021 Existing traffic volume networks for the weekday morning and weekday evening peak hours are provided in the Attachments. Trip Generation Existing Trips As described above, the current Site formerly consisted of a bank, while the current 1,200 sf Dunkin’ is located one block away in the southeast corner of the intersection of North Street at High School Road. The ITE Trip Generation Manual categorizes land uses and provides weekday morning peak hour and weekday evening peak hour unadjusted vehicle trip generation estimates for each use. The trip generation for the existing uses were estimated using LUC 912 (Drive-In Bank) and LUC 937 (Coffee/Donut Shop with Drive-Through Window). The ITE trip generation worksheets are included in the Attachments to this memorandum. Pass-By Trips While the ITE rates provide estimates for all the traffic associated with each land use, not all of the traffic generated by the Project will be new to the area roadways. A portion of the vehicle-trips generated by the Dunkin’ under existing and proposed conditions will likely be drawn from the traffic volume roadways adjacent to the Project Site. For example, someone traveling on North Street or Main Street may choose to deviate from their original travel path to visit the coffee shop before heading back to continue to their final destination. Pass-by rates are based on data provided in the ITE Trip Generation Handbook 3. Based on ITE pass-by rates for LUC 912 (Drive-In Bank), 25-percent and 35-percent of the bank trip generation was assumed to be drawn from the surrounding roadway network during the weekday morning and weekday evening peak hours, respectively. For this evaluation, ITE pass-by rates for LUC 934 (Fast-Food Restaurant with Drive-Through Window) were utilized for the Dunkin’ trip generation. The pass-by rates for the fast food land use code were utilized instead of the coffee/donut 2 Trip Generation Manual (10th edition), Institute of Transportation Engineers (Washington DC), 2017. 3 Trip Generation Handbook (3rd edition), Institute of Transportation Engineers (Washington DC), 2017. Ref: 15279.00 May 19, 2021 Page 4 \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\docs\memos\Traffic Memorandum.docx shop land use code due to the lack of pass-by data for the existing Site and for the coffee/donut shop land use code in general and due to the similar characteristics between a fast food restaurant with a drive-through window and a coffee/donut shop with a drive-through window. Specifically, 49-percent and 50-percent of the Dunkin’ trip generation was assumed to be drawn from the surrounding roadway network during the weekday morning and weekday evening peak hours, respectively, as outlined in the ITE Trip Generation Handbook. Existing Trips As described above, the net existing trips for the proposed Project site and the existing Dunkin’ were estimated based on the unadjusted ITE trip generation rates with pass-by credit applied. To provide a conservative analysis, no credit was applied for employees, customers, or residents who may take transit, walk, or bike to the Site. Table 1 below provides a summary of the estimated number of vehicle trips generated by the existing Dunkin’ and recently vacated bank on the proposed Site. Table 1 Existing Vehicle Trip Summary Time Period Bank Dunkin’ Total Unadjusted Trips a Pass-By Trips b Net Trips Unadjusted Trips c Pass-By Trips d Net Trips Net Trips Weekday Morning Peak Hour Enter 39 -9 30 58 -29 29 59 Exit 34 -9 25 60 -29 31 56 Total 73 -18 55 118 -58 60 115 Weekday Evening Peak Hour Enter 50 -18 32 23 -11 12 44 Exit 50 -18 32 22 -11 11 43 Total 100 -36 64 45 -22 23 87 Note: Trip generation estimates based on peak hour of generator, as specified in the Cape Cod Commission Transportation Technical Bulletin (February 2019). a Trip generation estimate based on ITE LUC 912 (Drive-In Bank) for 5,000 SF using average rates. b Pass-by credits of 25-percent and 35-percent applied to bank volumes for weekday morning and weekday evening peak hours, respectively. c Trip generation estimate based on ITE LUC 937 (Coffee/Donut Shop with Drive-Through Window) for 1,200 SF using average rates. d Pass-by credits of 49-percent and 50-percent applied to Dunkin' volumes for weekday morning and weekday evening peak hours, respectively. As shown in Table 1, the existing uses generate approximately 115 net vehicle trips (59 entering/56 exiting) during the weekday morning peak hour and approximately 87 vehicle trips (44 entering/43 exiting) during the weekday evening peak hour. Proposed Project-Generated Trips 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 redeveloping and expanding the former Rockland Trust building to include: Ref: 15279.00 May 19, 2021 Page 5 \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\docs\memos\Traffic Memorandum.docx • 4,598 sf Dunkin’ with Drive Thru • 2,370 sf of retail • 5 residential units The ITE Trip Generation Manual categorizes land uses and provides weekday morning peak hour and weekday evening peak hour unadjusted vehicle trip generation estimates for each use. The trip generation estimates for the proposed uses were projected using LUC 937 (Coffee/Donut Shop with Drive-Through Window), LUC 820 (Shopping Center), and LUC 220 (Multifamily Housing (Low-Rise)). The ITE trip generation worksheets are included in the Attachments to this memorandum. Pass-By Trips The pass-by trip methodology for the Dunkin’ trips is outlined above. Consistent with the trip estimation for existing conditions, 49-percent and 50-percent of the Dunkin’ trip generation was assumed to be drawn from the surrounding roadway network during the weekday morning and weekday evening peak hours, respectively, as outlined in the ITE Trip Generation Handbook. Project-Generated Trips As described above, the Project-generated trips were estimated based on the unadjusted ITE trip generation rates with pass-by credit applied. To provide a conservative analysis, no credit was applied for employees, customers, or residents who may take transit, walk, or bike to the Site. Table 2 below provides a summary of the anticipated number of vehicle trips to be generated by the Project and the net difference between the previous and proposed uses. Table 2 New Project-Generated Vehicle Trip Summary Time Period Existing Proposed Change Total Net Trips a Dunkin' Unadjusted Trips b Dunkin’ Pass-By c Retail d Residential e Total Net Trips Net New Trips Weekday Morning Peak Hour Enter 59 221 -110 4 1 116 57 Exit 56 230 -110 3 2 125 69 Total 115 451 -220 7 3 241 126 Weekday Evening Peak Hour Enter 44 88 -43 5 3 53 9 Exit 43 84 -43 5 2 48 5 Total 87 172 -86 10 5 101 14 Note: Trip generation estimates based on peak hour of generator, as specified in the Cape Cod Commission Transportation Technical Bulletin (February 2019). a From Table 1. b Trip generation estimate based on ITE LUC 937 (Coffee/Donut Shop with Drive-Through Window) for 4,598 SF using average rates. c Pass-by credits of 49-percent and 50-percent applied to Dunkin' volumes for weekday morning and weekday evening peak hours, respectively. d Trip generation estimate based on ITE LUC 820 (Shopping Center) for 2,370 SF using average rates. e Trip generation estimate based on ITE LUC 220 (Multifamily Housing (Low-Rise)) for 5 dwelling units using regression rates. Ref: 15279.00 May 19, 2021 Page 6 \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\docs\memos\Traffic Memorandum.docx As shown in Table 2, the Project is expected to generate approximately 126 net new vehicle trips (57 entering/69 exiting) during the weekday morning peak hour and approximately 14 net new vehicle trips (9 entering/5 exiting) during the weekday evening peak hour. Trip Distribution Due to the retail-oriented nature of the Project, the site-generated trip distribution was estimated based on traffic patterns captured by the turning movement counts conducted in April 2021. The trip distribution patterns for the Project are presented in Table 3 and provided as a figure in the Attachments to this memorandum. Table 3 Trip Distribution Direction (from/to) Trip Distribution Travel Route Entering Exiting Main Street West -- 35% North Street West 20% 20% High School Road Extension Northwest 10% 10% Winter Street North 5% 5% North Street East 20% 20% Main Street East 35% -- High School Road South 10% 10% Total 100% 100% As shown in Table 3, the majority of traffic is expected to enter the study area from the east and exit the study area to the west via North Street and Main Street. Build Traffic Volumes The Build condition was assumed to be in 2021, as the project is expected to be completed within the next year or so. A few steps were taken to create the Build traffic volumes. First, the existing volumes associated with the bank and Dunkin’ were removed from the 2021 Existing network. Then, the net new project-generated trips shown in Table 2 were assigned to the study area roadway network based on the trip distribution patterns shown in Table 3. The 2021 Build peak hour traffic volume networks and the Site-generated traffic volume networks are provided in the Attachments to this memorandum. Traffic Operations Analysis To assess quality of flow, intersection capacity analyses were conducted with respect to 2021 Existing and 2021 Build conditions. Capacity analyses provide an indication of how well the roadway facilities serve the traffic demands placed upon them. Roadway operating conditions are classified by calculated levels-of-service. Ref: 15279.00 May 19, 2021 Page 7 \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\docs\memos\Traffic Memorandum.docx Level of Service Criteria The evaluation criteria used to analyze area intersections in this traffic study are based on the percentile delay method for signalized intersections and the Highway Capacity Manual (HCM), 6th Edition 4 for unsignalized intersections. The term ‘Level of Service’ (LOS) is used to denote the different operating conditions that occur on a given roadway segment under various traffic volume loads. It is a qualitative measure that considers a number of factors including roadway geometry, speed, travel delay and freedom to maneuver. LOS provides an index to the operational qualities of a roadway segment or an intersection. LOS designations range from A to F, with LOS A representing the best operating conditions and LOS F representing the worst operating conditions. In addition to LOS, two other measures of effectiveness (MOEs) are typically used to quantify the traffic operations at intersections; volume-to-capacity ratio (v/c) and delay (expressed in seconds per vehicle). For example, an existing v/c ratio of 0.90 for an intersection indicates that the intersection is operating at 90-percent of its available capacity. A delay of 15 seconds for a particular vehicular movement or approach indicates that vehicles on the movement or approach will experience an average additional travel time of 15 seconds. For a given LOS letter designation there may be a wide range of values for both v/c ratios and delay. Comparison of intersection capacity results therefore requires that, in addition to the LOS, the other MOEs should also be considered. The LOS designations, which are based on delay, are reported differently for signalized and unsignalized intersections. For signalized intersections, the analysis considers the operation of all traffic entering the intersection and the LOS designation is for overall conditions at the intersection. For unsignalized intersections, however, the analysis assumes that traffic on the mainline is not affected by traffic on the side streets. Thus, the LOS designation is for the critical movement exiting the side street, which is generally the left turn out of the side street or site driveway. Table 4 shows the LOS criteria for both signalized intersections and unsignalized intersections. Table 4 Level of Service Criteria Level of Service Delay – Signalized Intersection Delay – Unsignalized Intersection A 0 to 10 seconds 0 to 10 seconds B 10 to 20 seconds 10 to 15 seconds C 20 to 35 seconds 15 to 25 seconds D 35 to 55 seconds 25 to 35 seconds E 55 to 80 seconds 35 to 50 seconds F Greater than 80 seconds Greater than 50 seconds Source: 2016 Highway Capacity Manual. It should be noted that the analytical methodologies typically used for the analysis of unsignalized intersections use conservative analysis parameters, such as long critical gaps. Actual field observations indicate that drivers on minor streets generally accept shorter gaps in traffic than those used in the analysis procedures and therefore experience less delay than reported by the analysis software. The analysis methodologies also do not fully take into account the 4 Highway Capacity Manual, 6th Edition, Transportation Research Board, Washington, D.C., 2016. Ref: 15279.00 May 19, 2021 Page 8 \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\docs\memos\Traffic Memorandum.docx beneficial grouping effects caused by nearby signalized intersections. The net effect of these analysis procedures is the over-estimation of calculated delays at unsignalized intersections in the study area. Cautious judgment should therefore be exercised when interpreting the capacity analysis results at unsignalized intersections. Signalized Intersection Capacity Analysis Capacity analyses conducted by VHB for the signalized intersections are summarized in Table 5. The capacity analyses were conducted for the 2021 Existing and 2021 Build conditions and the detailed results are included in the Attachments. As shown in Table 5, the overall LOS at the signalized study area intersections is expected to remain the same between 2021 Existing and 2021 Build conditions during both peak hours with only one exception, demonstrating that the project has little impact on the study area intersections. The LOS only changes at the North Street at Winter Street intersection in the morning peak hour, where it degrades from LOS A to B, still operating acceptably. The greatest delay increase occurs at the intersection of Main Street at High School Road in the morning peak hour, where the intersection remains LOS F and the overall delay increases from 105 to more than 120 seconds due low peak hour factors and limited time given to Main Street during each signal cycle. Ref: 15279.00 May 19, 2021 Page 9 \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\docs\memos\Traffic Memorandum.docx Table 5 Signalized Intersection Capacity Analysis Location / Movement 2021 Existing Conditions 2021 Build Conditions v/c a Del b LOS c 50 Q d 95 Q e v/c Del LOS 50 Q 95 Q Main Street at High School Road Weekday Morning WB L/T/R >1.20 >120 F ~87 #342 >1.20 >120 F ~96 #360 NB L/T 0.65 13 B 35 98 0.65 14 B 35 100 SB T 0.22 7 A 11 51 0.21 7 A 10 50 SB R 0.16 3 A 0 13 0.13 3 A 0 13 Overall 105 F >120 F Weekday Evening WB L/T/R 0.57 22 C ~71 #342 0.57 22 C ~71 #342 NB L/T 0.28 9 A 13 70 0.28 9 A 13 70 SB T 0.16 8 A 8 47 0.16 8 A 8 47 SB R 0.08 4 A 0 14 0.08 4 A 0 14 Overall 18 B 18 B North Street at Winter Street Weekday Morning EB L/T/R 0.50 9 A 51 177 0.77 21 C 124 229 WB L/T/R 0.28 7 A 24 126 0.37 12 B 47 134 NB L/T/R 0.33 13 B 8 32 0.77 25 C 63 122 SB L/T/R 0.26 12 B 6 46 0.18 11 B 9 47 Overall 9 A 20 B Weekday Evening EB L/T/R 0.58 12 B 73 #276 0.66 15 B 80 #334 WB L/T/R 0.44 8 A 51 222 0.49 10 B 55 237 NB L/T/R 0.40 18 B 21 67 0.52 17 B 27 87 SB L/T/R 0.39 15 B 15 64 0.39 15 B 17 67 Overall 12 B 13 B North Street at High School Road Weekday Morning EB L/T/R 0.70 26 C 50 #380 0.77 31 C 91 #391 WB L/T/R 0.70 27 C 50 #342 0.75 30 C 89 #346 NB L 0.11 10 B 5 23 0.10 10 A 5 23 NB T/R 0.51 21 C 30 115 0.57 23 C 54 120 SB L 0.14 10 B 6 35 0.15 10 B 7 38 SB T/R 0.51 21 C 29 #174 0.45 19 B 28 #168 Overall 23 C 26 C Weekday Evening EB L/T/R 0.63 26 C 99 #448 0.68 29 C 101 #452 WB L/T/R 0.81 34 C ~186 #536 0.84 38 D ~182 #529 NB L 0.10 10 B 5 26 0.10 10 A 5 26 NB T/R 0.45 20 B 34 98 0.49 21 C 35 100 SB L 0.23 11 B 12 59 0.25 11 B 12 62 SB T/R 0.31 16 B 15 98 0.27 15 B 15 98 Overall 26 C 28 C a Volume to capacity ratio. ~ Volume exceeds capacity, queue is theoretically infinite. b Average total delay, in seconds per vehicle. # 95th percentile volume exceeds capacity, queue may be longer. c Level-of-service. d 50th percentile queue, in feet. e 95th percentile queue, in feet. Ref: 15279.00 May 19, 2021 Page 10 \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\docs\memos\Traffic Memorandum.docx Unsignalized Intersection Capacity Analysis Capacity analyses conducted by VHB for the unsignalized intersection are summarized in Table 6. The capacity analyses were conducted for the 2021 Existing and 2021 Build conditions and the detailed results are included in the Attachments. Table 6 Unsignalized Intersection Capacity Analysis Location / Movement 2021 Existing Conditions 2021 Build Conditions D a v/c b Del c LOS d 95 Q e D v/c Del LOS 95 Q Main Street at Winter Street/Inn Driveway Weekday Morning NB L/T 7 0.05 15 C 3 7 0.06 18 C 5 SB T/R 45 0.15 15 B 13 140 0.45 19 C 58 Weekday Evening NB L/T 7 0.06 23 C 5 7 0.07 23 C 5 SB T/R 77 0.31 17 C 33 97 0.39 18 C 45 a Demand b Volume to capacity ratio. c Average total delay, in seconds per vehicle. d Level-of-service. e 95th percentile queue, in feet. As shown in Table 6, the impact at the unsignalized study area intersection is expected to be negligible between 2021 Existing and 2021 Build conditions during both peak hours. The overall LOS remains LOS C in both conditions during both peak hours, and the maximum increase in delay for an approach is 4 seconds. The maximum 95th percentile queue occurs at the southbound approach in the morning peak hour, where the 95th percentile queue is 58 feet, just over two vehicles long. As previously noted, the analytical methodologies typically used for the analysis of unsignalized intersections use conservative analysis parameters and typically result in the over-estimation of calculated delays. Site Access and Circulation The Site currently contains a vacated bank with two drive-through lanes and a public parking lot, which shares circulation. A full-access driveway on North Street was shared between the bank and parking lot. In addition, a shared full-access driveway and an exit-only driveway for the bank drive-up lanes were located on Winter Street. Access to the parking lot is currently blocked, and only the full-access driveway on North Street and exit-only driveway on Winter Street remain accessible. Under the proposed condition, the shared circulation for the drive-thru and parking lot will become one-way, with the driveway on North Street restricted to entrance-only and a single exit-only driveway on Winter Street. Conclusion VHB has evaluated the potential traffic generation and intersection operations associated with the proposed redevelopment of 442 Main Street in Hyannis, Massachusetts. The proposed Project is expected to generate approximately 126 net new vehicle trips (57 entering/69 exiting) during the weekday morning peak hour and approximately 14 net new vehicle trips (9 entering/5 exiting) during the weekday evening peak hour. Based on the Ref: 15279.00 May 19, 2021 Page 11 \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\docs\memos\Traffic Memorandum.docx intersection capacity analyses, the Project is expected to have minimal impact on 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 North Street. Attachments Attachments  Figures  Conceptual Site Plan  April 2021 Traffic Count Data  November 2018 Traffic Count Data  Count Adjustment Factor › CCC Monthly Adjustment Factors › CCC Traffic Growth Rates › 2018 and 2021 Volume Comparison  Trip Generation Worksheets  Trip Distributions  Volume Calculations  Synchro Capacity Analysis Worksheets Attachments Figures Main Street S Existing Dunkin'S S North St r e etHigh Schoo l Road Ex t Winter StreetSITE\\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\Graphics\FIGURES\Aerials.dwg Figure 1Study Area 442 Main Street Hyannis, Massachusetts0125250Feet Unsignalized Intersection Signalized IntersectionS S Signalized Intersection Stop-Controlled Main Str e et North St r e et +igh Schoo l5oad ([ t :interStreetS S S MarNed as right-tXrn onl\ \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\Graphics\FIGURES\Networks_DD Hyannis.dwg Figure 2/ane *eoPetr\ and 7raIIic Control Main Street +\annis MassachXsetts Not to Scale neg = negligible Weekday Morning Peak Hour Weekday Evening Peak Hour S Signalized Intersection 1259016090105 590 655017045251453020 295 85 60 265 20 25153530152045 340 15 15 275 5 Main Str e et North St r e et High Schoo l5oad E[ t WinterStreet60 705 neg neg = negligible S Signalized Intersectionneg5540S S S 105508075100 800 459510530251153530 360 35 75 435 10 60 435 15 20 425 10 Main Str e et North St r e et High Schoo l5oad E[ t 85 870 5neg75 5neg303555354530WinterStreetS S S \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\Graphics\FIGURES\Networks_DD Hyannis.dwg Figure 32021 E[isting &onditions Peak Season 7raIIic 9oluPes 442 Main Street Hyannis Massachusetts Not to Scale S Signalized Intersection 35% 20% 20% 35%10%10%5%Main Str e et North St r e et +igh Schoo l5oad ([ t :interStreetS S S \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\Graphics\FIGURES\Networks_DD Hyannis.dwg Figure 47riS 'istriEXtion Main Street +\annis MassachXsetts Not to Scale XX = Entering Traffic Weekday Morning Peak Hour Weekday Evening Peak Hour S Signalized Intersection (XX) = Exiting Traffic XX = Entering Traffic S Signalized Intersection (XX) = Exiting Traffic12(44)(13)121223 (13) (25)641 (25) [83](6)(38) [28]46 [-28] Main Str e et North St r e et High Schoo l5oad Ex t WinterStreet41 [5 5][-55][55] (56)S S S 5(17)(5)5511 (5) (10)319 (10) [33](2)(14) [11]21 [-11] Main Str e et North St r e et High Schoo l5oad Ex t WinterStreet19 [2 2][-22][22] (22)S S S [XX] = Pass-by Trips [XX] = Pass-by Trips \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\Graphics\FIGURES\Networks_DD Hyannis.dwg Figure 5Site-*enerated Trips 442 Main Street Hyannis Massachusetts Not to Scale neg = negligible Weekday Morning Peak Hour neg = negligible Weekday Evening Peak Hour S Signalized Intersection S Signalized Intersection S S 10550807595 805 4510010530301153530 365 30 75 435 5 55 445 10 20 415 10 Main Str e et North St r e et High Schoo l5oad E[ t 105 855 5neg95 5neg353555854540WinterStreetS S S 120751659095 625 755516545351453020 310 80 60 280 10 301535170207545 370 10 15 245 5 Main Str e et North St r e et High Schoo l5oad E[ t WinterStreet140 645 neg neg55135S S S \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\Graphics\FIGURES\Networks_DD Hyannis.dwg Figure 62021 %uild &onditions Peak Season 7raIIic 9oluPes 442 Main Street Hyannis Massachusetts Not to Scale Attachments Conceptual Site Plan MAIN STREETWINTER STREETNORTH STRE E T BAXTER NYEENGINEERING &SURVEYINGCouto Management Group, LLC169 Main StreetStoneham, MA 02180Site Redevelopment442 Main StreetHyannis, MA 02601FOR PERMIT ONLY - NOT FOR CONSTRUCTIONSHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:STAMPCONSULTANTFILE:CONSULTANTSTAMPCOPYRIGHT c 2020, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED. REPRODUCTION IN ANY FORM WITHOUT THE EXPRESS WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITEDC2.0Site Layout Plan SIGN SUMMARYO:\2020\2020-042\CIVIL\PLOT\2020-042 DM.dwg, 3/4/2021 2:35:27 PM, DWG To PDF.pc3, ARCH full bleed D (24.00 x 36.00 Inches), 1:1 Attachments April 2021 Traffic Count Data Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 300031600061010010000065 010014691074010010000076 300034100001040030300000110 5100611133101450100100000152 112001320362203840330600000403 410055107001120000000000117 200026104001100010100000113 7200948700910000000000100 710084103001070000000000115 204002419401004200010100000445 316003739763208040340700000848 83.8 16.2 0.0 0.0 4.9 94.9 0.2 0.0 0.0 42.9 57.1 0.0 0.0 0.0 0.0 0.0 3.7 0.7 0.0 0.0 4.4 4.6 90.0 0.2 0.0 94.8 0.0 0.4 0.5 0.0 0.8 0.0 0.0 0.0 0.0 0.0 42 0 8 798 848 266003234723207590340700000798 83.9 100.0 0.0 0.0 86.5 87.2 94.8 100.0 0.0 94.4 0.0 100.0 100.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 94.1 37 0 8 753 798 500055400045000000000050 16.1 0.0 0.0 0.0 13.5 12.8 5.2 0.0 0.0 5.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.9 5004550 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 300034100001040030300000110 5100611133101450100100000152 410055107001120000000000117 200026104001100010100000113 142001626444104710140500000492 87.5 12.5 0.0 0.0 5.5 94.3 0.2 0.0 0.0 20.0 80.0 0.0 0.0 0.0 0.0 0.0 0.700 0.500 0.000 0.000 0.667 0.591 0.835 0.250 0.000 0.812 0.000 0.250 0.333 0.000 0.417 0.000 0.000 0.000 0.000 0.000 0.809 112001322417104400140500000458 78.6 100.0 0.0 0.0 81.3 84.6 93.9 100.0 0.0 93.4 0.0 100.0 100.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 93.1 300034270031000000000034 21.4 0.0 0.0 0.0 18.8 15.4 6.1 0.0 0.0 6.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.9 112001322417104400140500000458 300034270031000000000034 142001626444104710140500000492 23 0 3 432 458 4 0 0 30 34 27 0 3 462 492 Cars and Heavy Vehicles (Combined) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Class: 217899 A N: Winter Street S: Driveway E: Main Street W: Main Street Hyannis, MA VHB/ A. Domogala 82873.21 Wednesday, April 28, 2021 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 Driveway % Approach Total PHF Cars Enter Leg 8:00 AM 8:15 AM Heavy Vehicles % Total Volume 7:30 AM 7:45 AM Main Street from North 8:00 AM from East from West from South Winter Street Main Street7:30 AM 8:45 AM Total Approach % Grand Total Main StreetDrivewayWinter Street 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 300030600060010010000064 010014661071010010000073 20002496001000030300000105 510068124101330100100000140 102001216346203640330600000382 41005499001030000000000108 00000698001040010100000105 520074820086000000000093 71008498001020000000000110 164002018377003950010100000416 266003234723207590340700000798 81.3 18.8 0.0 0.0 4.5 95.3 0.3 0.0 0.0 42.9 57.1 0.0 0.0 0.0 0.0 0.0 3.3 0.8 0.0 0.0 4.0 4.3 90.6 0.3 0.0 95.1 0.0 0.4 0.5 0.0 0.9 0.0 0.0 0.0 0.0 0.0 37 0 8 753 798 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 20002496001000030300000105 510068124101330100100000140 41005499001030000000000108 00000698001040010100000105 112001322417104400140500000458 84.6 15.4 0.0 0.0 5.0 94.8 0.2 0.0 0.0 20.0 80.0 0.0 0.0 0.0 0.0 0.0 0.550 0.500 0.000 0.000 0.542 0.688 0.841 0.250 0.000 0.827 0.000 0.250 0.333 0.000 0.417 0.000 0.000 0.000 0.000 0.000 0.818 112001322417104400140500000458 23 0 3 432 458 36 440 8 432 916 from North from East from South from West Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 8:15 AM 8:30 AM 8:45 AM Total 7:30 AM 7:45 AM 8:00 AM from East from South from West Main Street Driveway Main StreetWinter Street 8:00 AM 217899 A N: Winter Street S: Driveway E: Main Street W: Main Street Hyannis, MA VHB/ A. Domogala 82873.21 Wednesday, April 28, 2021 7:00 AM 9:00 AM Main StreetDrivewayWinter Street Cars PDI File #: Location: Location: City, State: Main Street Client: Site Code: Count Date: Start Time: End Time: Class: 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Grand Total Approach % Total % Exiting Leg Total 7:30 AM from North % Approach Total Total Total 8:15 AM Entering Leg Exiting Leg Total PHF Total Volume Page 2 PRECISION D A T A INDUSTRIES, LLC 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 000001000100000000001 000000300300000000003 100010400400000000005 00000390012000000000012 100014160020000000000021 000001800900000000009 200020600600000000008 200020500500000000007 000000500500000000005 400041240025000000000029 500055400045000000000050 100.0 0.0 0.0 0.0 11.1 88.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 0.0 0.0 0.0 10.0 10.0 80.0 0.0 0.0 90.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5004550 300032120014000000000017 60.0 0.0 0.0 0.0 60.0 40.0 30.0 0.0 0.0 31.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 34.0 2001517 100013230026000000000027 20.0 0.0 0.0 0.0 20.0 60.0 57.5 0.0 0.0 57.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 54.0 3002427 100010500500000000006 20.0 0.0 0.0 0.0 20.0 0.0 12.5 0.0 0.0 11.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12.0 00066 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 00000390012000000000012 000001800900000000009 200020600600000000008 200020500500000000007 400044280032000000000036 100.0 0.0 0.0 0.0 12.5 87.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.500 0.000 0.000 0.000 0.500 0.333 0.778 0.000 0.000 0.667 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.750 2000218009000000000011 50.0 0.0 0.0 0.0 50.0 25.0 28.6 0.0 0.0 28.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 30.6 100013160019000000000020 25.0 0.0 0.0 0.0 25.0 75.0 57.1 0.0 0.0 59.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 55.6 100010400400000000005 25.0 0.0 0.0 0.0 25.0 0.0 14.3 0.0 0.0 12.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 13.9 2000218009000000000011 100013160019000000000020 100010400400000000005 400044280032000000000036 1001011 3 0 0 17 20 00055 4003236 Total PDI File #:217899 A Location:N: Winter Street S: Driveway Location:E: Main Street W: Main Street Winter Street Main Street Class:Heavy Vehicles‐Combined (Buses, Single‐Unit Trucks, Articulated Trucks) Count Date:Wednesday, April 28, 2021 Start Time: Main Street from East from South from West Driveway from North 7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 7:00 AM 7:15 AM 7:30 AM 8:45 AM Total Grand Total Approach % Total % % Single‐Unit Exiting Leg Total Articulated Trucks % Articulated Exiting Leg Total Exiting Leg Total Buses % Buses Exiting Leg Total Single‐Unit Trucks 7:45 AM Winter Street Main Street Driveway Main Street Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Total 7:45 AM from North from East from South 8:00 AM 8:15 AM 8:30 AM Total Volume % Approach Total PHF from West Articulated % Buses Single‐Unit Trucks Articulated Trucks Total Entering Leg Buses Buses % Single‐Unit Trucks Single‐Unit % Articulated Trucks Buses Single‐Unit Trucks Articulated Trucks Total Exiting Leg Page 3 PRECISION D A T A INDUSTRIES, LLC 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 000001000100000000001 000000200200000000002 100010100100000000002 000001400500000000005 1000127009000000000010 000000200200000000002 100010100100000000002 100010100100000000002 000000100100000000001 200020500500000000007 300032120014000000000017 100.0 0.0 0.0 0.0 14.3 85.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 17.6 0.0 0.0 0.0 17.6 11.8 70.6 0.0 0.0 82.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2001517 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000200200000000002 100010100100000000002 000001400500000000005 000000200200000000002 10001190010000000000011 100.0 0.0 0.0 0.0 10.0 90.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.250 0.000 0.000 0.000 0.250 0.250 0.563 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.550 10001190010000000000011 1001011 2 10 0 10 22 from North from East from South from West PHF Entering Leg Exiting Leg Total 7:15 AM 7:30 AM 7:45 AM 8:00 AM Total Volume % Approach Total from South from West Total Driveway Main Street from North from East Exiting Leg Total 7:15 AM Winter Street 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 Winter Street Main Street Driveway Main Street End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 PDI File #:217899 A Location:N: Winter Street S: Driveway Location:E: Main Street W: Main Street Count Date:Wednesday, April 28, 2021 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 000000000000000000000 000000100100000000001 000000200200000000002 000002500700000000007 00000280010000000000010 000001500600000000006 100010400400000000005 000000200200000000002 000000400400000000004 100011150016000000000017 100013230026000000000027 100.0 0.0 0.0 0.0 11.5 88.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.7 0.0 0.0 0.0 3.7 11.1 85.2 0.0 0.0 96.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3002427 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000200200000000002 000002500700000000007 000001500600000000006 100010400400000000005 100013160019000000000020 100.0 0.0 0.0 0.0 15.8 84.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.250 0.000 0.000 0.000 0.250 0.375 0.800 0.000 0.000 0.679 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.714 100013160019000000000020 3001720 4 19 0 17 40 from North from East from South from West PDI File #:217899 A Location:N: Winter Street S: Driveway Location:E: Main Street W: Main Street Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Count Date:Wednesday, April 28, 2021 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 Class:Single‐Unit Trucks Winter Street Main Street Driveway 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 7:30 AM Winter Street Main Street Grand Total Approach % Total % from South from West Total Driveway Main Street from North from East PHF Entering Leg Exiting Leg Total 7:30 AM 7:45 AM 8:00 AM 8:15 AM Total Volume % Approach Total Page 5 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 000000100100000000001 000000000000000000000 000000100100000000001 000000100100000000001 000000100100000000001 100010200200000000003 000000000000000000000 100010400400000000005 100010500500000000006 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 16.7 0.0 0.0 0.0 16.7 0.0 83.3 0.0 0.0 83.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00066 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 000000100100000000001 000000100100000000001 100010200200000000003 100010400400000000005 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 0.250 0.000 0.000 0.000 0.250 0.000 0.500 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.417 100010400400000000005 00055 140510 from North from East from South from West PDI File #:217899 A Location:N: Winter Street S: Driveway Location:E: Main Street W: Main Street Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Count Date:Wednesday, April 28, 2021 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 Class:Articulated Trucks Winter Street Main Street Driveway Main Street Total 7:00 AM 7:15 AM 7:30 AM 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM Exiting Leg Total 7:45 AM Winter Street Main Street Grand Total Approach % Total % from South from West Total Driveway Main Street from North from East PHF Entering Leg Exiting Leg Total 7:45 AM 8:00 AM 8:15 AM 8:30 AM Total Volume % Approach Total Page 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 0000101000000000000000010001 2 0000000000000000000000000000 0 0000000010000100001010000000 2 0000101010000100001010010001 4 0000000000000000001010000000 1 0000011000001100000000100001 3 0000000000000000000000000000 0 0000112000000000000000000000 2 0000123000001100001010100001 6 0000224010001200002020110002 10 0.0 0.0 0.0 0.0 50.0 50.0 0.0 50.0 0.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 50.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 20.0 20.0 40.0 0.0 10.0 0.0 0.0 0.0 10.0 20.0 0.0 0.0 0.0 0.0 20.0 0.0 20.0 0.0 10.0 10.0 0.0 0.0 0.0 20.0 522110 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 0000000010000100001010000000 2 0000000000000000001010000000 1 0000011000001100000000100001 3 0000011010001200002020100001 6 0.0 0.0 0.0 0.0 0.0 100.0 0.0 50.0 0.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.250 0.250 0.000 0.250 0.000 0.000 0.000 0.250 0.500 0.000 0.000 0.000 0.000 0.500 0.000 0.500 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.500 0000011010001200002020100001 6 12216 244212 from North from East from South from West Class: 217899 A N: Winter Street S: Driveway E: Main Street W: Main Street Hyannis, MA VHB/ A. Domogala 82873.21 Wednesday, April 28, 2021 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 8:00 AM 8:15 AM Total Volume % Approach Total PHF from West Total 7:30 AM 7:45 AM from North from East from South 7:30 AM Winter Street Main Street Driveway Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 8:15 AM 8:30 AM 8:45 AM Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total 8:00 AM Winter Street Main Street Driveway Total Main Street 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 0000101000000000001010000022 4 0000246000000000000000000000 6 0000000000000000000000000000 0 0000000000000000000000000000 0 0000347000000000001010000022 10 0000000000000000000000000000 0 0000224000000000000000000000 4 0000101000000000000000000000 1 0000000000000000000000000000 0 0000325000000000000000000000 5 00006612000000000001010000022 15 00005050 000000 00001000 00000100 0000404080000000000006.67 0 6.67 0000013.3 13.3 12 0 1 2 15 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 0000101000000000001010000022 4 0000246000000000000000000000 6 0000000000000000000000000000 0 0000000000000000000000000000 0 0000347000000000001010000022 10 0.0 0.0 0.0 0.0 42.9 57.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.000 0.000 0.000 0.000 0.375 0.250 0.292 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 0.250 0.000 0.000 0.000 0.000 0.000 0.250 0.250 0.417 0000347000000000001010000022 10 701210 14 0 2 4 20 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: 217899 A N: Winter Street S: Driveway E: Main Street W: Main Street Hyannis, MA VHB/ A. Domogala 82873.21 Wednesday, April 28, 2021 7:00 AM 9:00 AM Pedestrians PDI File #: Location: Location: City, State: Client: Site Code: Winter Street Main Street Driveway Total Main Street from North from East 7:00 AM 7:15 AM 7:30 AM Grand Total Approach % Total % Exiting Leg Total Main Street from North from East from South 7:00 AM Winter Street Main Street Driveway 7:30 AM 7:45 AM Total Volume % Approach Total PHF from West Total 7:00 AM 7:15 AM Entering Leg Exiting Leg Total Page 8 PRECISION D A T A INDUSTRIES, LLC 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 0000013158101720000000000172 801097136101440100100000154 150001510144201560010100000172 110001111136001470200200000160 340103541574406190310400000658 600065126101320020200000140 6000611125001360100100000143 600064147001510010100000158 11000119129101390110200000152 290002929527205580240600000593 63 0 1 0 64 70 1101 6 0 1177 055010000001251 98.4 0.0 1.6 0.0 5.9 93.5 0.5 0.0 0.0 50.0 50.0 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.1 0.0 5.1 5.6 88.0 0.5 0.0 94.1 0.0 0.4 0.4 0.0 0.8 0.0 0.0 0.0 0.0 0.0 75 1 6 1169 1251 61 0 1 0 62 68 1084 6 0 1158 055010000001230 96.8 0.0 100.0 0.0 96.9 97.1 98.5 100.0 0.0 98.4 0.0 100.0 100.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 98.3 73 1 6 1150 1230 200022170019000000000021 3.2 0.0 0.0 0.0 3.1 2.9 1.5 0.0 0.0 1.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.7 2001921 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 0000013158101720000000000172 801097136101440100100000154 150001510144201560010100000172 110001111136001470200200000160 340103541574406190310400000658 97.1 0.0 2.9 0.0 6.6 92.7 0.6 0.0 0.0 75.0 25.0 0.0 0.0 0.0 0.0 0.0 0.567 0.000 0.250 0.000 0.583 0.788 0.908 0.500 0.000 0.900 0.000 0.375 0.250 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.956 330103440562406060310400000644 97.1 0.0 100.0 0.0 97.1 97.6 97.9 100.0 0.0 97.9 0.0 100.0 100.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 97.9 100011120013000000000014 2.9 0.0 0.0 0.0 2.9 2.4 2.1 0.0 0.0 2.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.1 330103440562406060310400000644 100011120013000000000014 340103541574406190310400000658 43 1 4 596 644 1 0 0 13 14 44 1 4 609 658 PDI File #:217899 A Location:N: Winter Street S: Driveway Location:E: Main Street W: Main Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 PM End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 Class:Cars and Heavy Vehicles (Combined) Winter Street Main Street Driveway Main Street from North from East from South from West Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 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 04:00 PM to 06:00 PM begins at: 4:00 PM Winter Street Main Street Driveway Main Street Total Volume % Approach Total PHF Cars Total 4:00 PM 4:15 PM 4:30 PM from North from East from South from West 4:45 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 0000013153101670000000000167 801097133101410100100000151 140001410142201540010100000169 110001110134001440200200000157 330103440562406060310400000644 600065125101310020200000139 6000611123001340100100000141 600064145001490010100000156 10000108129101380110200000150 280002828522205520240600000586 61 0 1 0 62 68 1084 6 0 1158 055010000001230 98.4 0.0 1.6 0.0 5.9 93.6 0.5 0.0 0.0 50.0 50.0 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.1 0.0 5.0 5.5 88.1 0.5 0.0 94.1 0.0 0.4 0.4 0.0 0.8 0.0 0.0 0.0 0.0 0.0 73 1 6 1150 1230 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 0000013153101670000000000167 801097133101410100100000151 140001410142201540010100000169 110001110134001440200200000157 330103440562406060310400000644 97.1 0.0 2.9 0.0 6.6 92.7 0.7 0.0 0.0 75.0 25.0 0.0 0.0 0.0 0.0 0.0 0.589 0.000 0.250 0.000 0.607 0.769 0.918 0.500 0.000 0.907 0.000 0.375 0.250 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.953 330103440562406060310400000644 43 1 4 596 644 77 607 8 596 1288 PDI File #:217899 A Location:N: Winter Street S: Driveway Location:E: Main Street W: Main Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 PM End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 Total Class:Cars Winter Street Main Street Driveway Main Street from North from East from South from West 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Winter Street Main Street from West Total 4:00 PM Driveway Main Street from North from East from South Entering Leg Exiting Leg Total 4:15 PM 4:30 PM 4:45 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 000000500500000000005 000000300300000000003 100010200200000000003 000001200300000000003 100011120013000000000014 000000100100000000001 000000200200000000002 000000200200000000002 100011000100000000002 100011500600000000007 200022170019000000000021 100.0 0.0 0.0 0.0 10.5 89.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.5 0.0 0.0 0.0 9.5 9.5 81.0 0.0 0.0 90.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2001921 000000100100000000001 0.0 0.0 0.0 0.0 0.0 0.0 5.9 0.0 0.0 5.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.8 00011 100012140016000000000017 50.0 0.0 0.0 0.0 50.0 100.0 82.4 0.0 0.0 84.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 81.0 2001517 100010200200000000003 50.0 0.0 0.0 0.0 50.0 0.0 11.8 0.0 0.0 10.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.3 00033 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000500500000000005 000000300300000000003 100010200200000000003 000001200300000000003 100011120013000000000014 100.0 0.0 0.0 0.0 7.7 92.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.250 0.000 0.000 0.000 0.250 0.250 0.600 0.000 0.000 0.650 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.700 000000100100000000001 0.0 0.0 0.0 0.0 0.0 0.0 8.3 0.0 0.0 7.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.1 10001190010000000000011 100.0 0.0 0.0 0.0 100.0 100.0 75.0 0.0 0.0 76.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 78.6 000000200200000000002 0.0 0.0 0.0 0.0 0.0 0.0 16.7 0.0 0.0 15.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.3 000000100100000000001 10001190010000000000011 000000200200000000002 100011120013000000000014 00011 1 0 0 10 11 00022 1001314 PDI File #:217899 A Location:N: Winter Street S: Driveway Location:E: Main Street W: Main Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 PM End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 Total Class:Heavy Vehicles‐Combined (Buses, Single‐Unit Trucks, Articulated Trucks) Winter Street Main Street Driveway Main Street from North from East from South from West 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 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 04:00 PM to 06:00 PM begins at: 4:00 PM Winter Street Main Street Driveway Main Street Total Volume % Approach Total PHF Buses Buses % Total 4:00 PM 4:15 PM 4:30 PM 4:45 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 000000000000000000000 000000000000000000000 000000100100000000001 000000000000000000000 000000100100000000001 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000100100000000001 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 100.0 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 Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000000000000000000 000000000000000000000 000000100100000000001 000000000000000000000 000000100100000000001 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 0.000 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 0.000 0.000 0.000 0.000 0.250 000000100100000000001 00011 01012 PDI File #:217899 A Location:N: Winter Street S: Driveway Location:E: Main Street W: Main Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 PM End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 Total Class:Buses Winter Street Main Street Driveway Main Street from North from East from South from West 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Winter Street Main Street from West Total 4:00 PM Driveway Main Street from North from East from South Entering Leg Exiting Leg Total 4:15 PM 4:30 PM 4:45 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 000000400400000000004 000000200200000000002 100010100100000000002 000001200300000000003 10001190010000000000011 000000100100000000001 000000200200000000002 000000200200000000002 000001000100000000001 000001500600000000006 100012140016000000000017 100.0 0.0 0.0 0.0 12.5 87.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.9 0.0 0.0 0.0 5.9 11.8 82.4 0.0 0.0 94.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2001517 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000400400000000004 000000200200000000002 100010100100000000002 000001200300000000003 10001190010000000000011 100.0 0.0 0.0 0.0 10.0 90.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.250 0.000 0.000 0.000 0.250 0.250 0.563 0.000 0.000 0.625 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.688 10001190010000000000011 1001011 2 10 0 10 22 PDI File #:217899 A Location:N: Winter Street S: Driveway Location:E: Main Street W: Main Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 PM End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 Total Class:Single‐Unit Trucks Winter Street Main Street Driveway Main Street from North from East from South from West 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Winter Street Main Street from West Total 4:00 PM Driveway Main Street from North from East from South Entering Leg Exiting Leg Total 4:15 PM 4:30 PM 4:45 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 000000100100000000001 000000100100000000001 000000000000000000000 000000000000000000000 000000200200000000002 000000000000000000000 000000000000000000000 000000000000000000000 100010000000000000001 100010000000000000001 100010200200000000003 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 33.3 0.0 0.0 0.0 33.3 0.0 66.7 0.0 0.0 66.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00033 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 000000100100000000001 000000000000000000000 000000000000000000000 000000200200000000002 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 0.000 0.000 0.000 0.000 0.000 0.000 0.500 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.500 000000200200000000002 00022 02024 PDI File #:217899 A Location:N: Winter Street S: Driveway Location:E: Main Street W: Main Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 PM End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 Total Class:Articulated Trucks Winter Street Main Street Driveway Main Street from North from East from South from West 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Winter Street Main Street from West Total 4:00 PM Driveway Main Street from North from East from South Entering Leg Exiting Leg Total 4:15 PM 4:30 PM 4:45 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 0000011000000000000000000000 1 0000000000000000001010000000 1 0000112000000000000000000000 2 0000000030000300001010000000 4 0000123030000300002020000000 8 0000000010000100000000000000 1 1000045000000000000000000000 5 0000101000000000000000000000 1 0000000000000000000000000101 1 1000146010000100000000000101 8 1000269040000400002020000101 16 11.1 0.0 0.0 0.0 22.2 66.7 0.0 100.0 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 0.0 100.0 0.0 6.3 0.0 0.0 0.0 12.5 37.5 56.3 0.0 25.0 0.0 0.0 0.0 0.0 25.0 0.0 0.0 0.0 0.0 12.5 0.0 12.5 0.0 0.0 0.0 0.0 6.3 0.0 6.3 802616 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 0000112000000000000000000000 2 0000000030000300001010000000 4 0000000010000100000000000000 1 1000045000000000000000000000 5 1000157040000400001010000000 12 14.3 0.0 0.0 0.0 14.3 71.4 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.250 0.000 0.000 0.000 0.250 0.313 0.350 0.000 0.333 0.000 0.000 0.000 0.000 0.333 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.600 1000157040000400001010000000 12 601512 13 4 2 5 24 PDI File #:217899 A Location:N: Winter Street S: Driveway Location:E: Main Street W: Main Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 PM End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 Class:Bicycles (on Roadway and Crosswalks) Winter Street Main Street Driveway Main Street from North from East from South from West Total 4:00 PM 5:15 PM 5:30 PM 5:45 PM Total 4:15 PM 4:30 PM 4:45 PM Total 5:00 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: from West Total 4:30 PM 4:45 PM Main Street from North from East from South 4:30 PM Winter Street Main Street Driveway Entering Leg Exiting Leg Total 5:00 PM 5:15 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 0000178000020200002020000112 14 0000505000000000000220000000 7 00006511000000000004260000123 20 000031013000000000002130000101 17 00001522370000202000085130000336 58 00009413000000000002020000213 18 0000369000000000001120000011 12 0000268000000000000000000000 8 0000448000000000000000000134 12 0000182038000000000003140000358 50 0000334275000020200001161700006814108 00004456 00001000 000064.7 35.3 000042.9 57.1 000030.6 38.9 69.4 00001.85 0 1.85 000010.2 5.56 15.7 00005.56 7.41 13 75 2 17 14 108 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 00006511000000000004260000123 20 000031013000000000002130000101 17 00009413000000000002020000213 18 0000369000000000001120000011 12 00002125460000000000094130000448 67 0.0 0.0 0.0 0.0 45.7 54.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 69.2 30.8 0.0 0.0 0.0 0.0 50.0 50.0 0.000 0.000 0.000 0.000 0.583 0.625 0.885 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.563 0.500 0.542 0.000 0.000 0.000 0.000 0.500 0.500 0.667 0.838 00002125460000000000094130000448 67 46 0 13 8 67 92 0 26 16 134 PDI File #:217899 A Location:N: Winter Street S: Driveway Location:E: Main Street W: Main Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 PM End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 Class:Pedestrians Winter Street Main Street Driveway Main Street from North from East from South from West Total 4:00 PM 5:15 PM 5:30 PM 5:45 PM Total 4:15 PM 4:30 PM 4:45 PM Total 5:00 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: from West Total 4:30 PM 4:45 PM Main Street from North from East from South 4:30 PM Winter Street Main Street Driveway Entering Leg Exiting Leg Total 5:00 PM 5:15 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 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 26008653106001260180000086 81100198583069018402200000110 1723004012841101070231103400000181 2620004622106901370432506800000251 5360001134830124037309646014200000628 51100161392701120221303500000163 72300301779120108010801800000156 39001213813097013601900000128 118001915863010409601500000138 16610077583382504210543308700000585 69121001901066394907940150790229000001213 36.3 63.7 0.0 0.0 13.4 80.5 6.2 0.0 0.0 65.5 34.5 0.0 0.0 0.0 0.0 0.0 5.7 10.0 0.0 0.0 15.7 8.7 52.7 4.0 0.0 65.5 0.0 12.4 6.5 0.0 18.9 0.0 0.0 0.0 0.0 0.0 256 0 170 787 1213 69115001841006044707510146730219000001154 100.0 95.0 0.0 0.0 96.8 94.3 94.5 95.9 0.0 94.6 0.0 97.3 92.4 0.0 95.6 0.0 0.0 0.0 0.0 0.0 95.1 246 0 162 746 1154 0600663520430460100000059 0.0 5.0 0.0 0.0 3.2 5.7 5.5 4.1 0.0 5.4 0.0 2.7 7.6 0.0 4.4 0.0 0.0 0.0 0.0 0.0 4.9 10 0 8 41 59 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 1723004012841101070231103400000181 2620004622106901370432506800000251 51100161392701120221303500000163 72300301779120108010801800000156 5577001326436139046409857015500000751 41.7 58.3 0.0 0.0 13.8 77.8 8.4 0.0 0.0 63.2 36.8 0.0 0.0 0.0 0.0 0.0 0.529 0.837 0.000 0.000 0.717 0.727 0.851 0.813 0.000 0.847 0.000 0.570 0.570 0.000 0.570 0.000 0.000 0.000 0.000 0.000 0.748 5572001276033937043609655015100000714 100.0 93.5 0.0 0.0 96.2 93.8 93.9 94.9 0.0 94.0 0.0 98.0 96.5 0.0 97.4 0.0 0.0 0.0 0.0 0.0 95.1 050054222028022040000037 0.0 6.5 0.0 0.0 3.8 6.3 6.1 5.1 0.0 6.0 0.0 2.0 3.5 0.0 2.6 0.0 0.0 0.0 0.0 0.0 4.9 5572001276033937043609655015100000714 050054222028022040000037 5577001326436139046409857015500000751 156 0 109 449 714 6 0 7 24 37 162 0 116 473 751 from North from East from South from West Approach % Grand Total Main StreetHigh School RoadHigh School Road Main Street 7:45 AM from North 8:00 AM from East from West from South High School Road Main Street7:30 AM 8:45 AM Total High School Road % Approach Total PHF Cars Enter Leg 8:00 AM 8:15 AM Heavy Vehicles % Total Volume 7:30 AM 7:45 AM 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: 217899 B N: High School Road S: High School Road E: Main Street W: Main Street Hyannis, MA VHB/ A. Domogala 82873.21 Wednesday, April 28, 2021 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 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 26008653106001150160000084 81100198553066018202000000105 1722003912801101030221103300000175 261900451999901270422406600000238 5358001114528724035609342013500000602 5900141386601050221203400000153 72200291674110101010801800000148 39001212743089013501800000119 117001814833010008601400000132 16570073553172303950533108400000552 69115001841006044707510146730219000001154 37.5 62.5 0.0 0.0 13.3 80.4 6.3 0.0 0.0 66.7 33.3 0.0 0.0 0.0 0.0 0.0 6.0 10.0 0.0 0.0 15.9 8.7 52.3 4.1 0.0 65.1 0.0 12.7 6.3 0.0 19.0 0.0 0.0 0.0 0.0 0.0 246 0 162 746 1154 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 1722003912801101030221103300000175 261900451999901270422406600000238 5900141386601050221203400000153 72200291674110101010801800000148 5572001276033937043609655015100000714 43.3 56.7 0.0 0.0 13.8 77.8 8.5 0.0 0.0 63.6 36.4 0.0 0.0 0.0 0.0 0.0 0.529 0.818 0.000 0.000 0.706 0.789 0.856 0.841 0.000 0.858 0.000 0.571 0.573 0.000 0.572 0.000 0.000 0.000 0.000 0.000 0.750 5572001276033937043609655015100000714 156 0 109 449 714 283 436 260 449 1428 8:15 AM Entering Leg Exiting Leg Total PHF Total Volume Grand Total Approach % Total % Exiting Leg Total 7:30 AM from North % Approach Total Total Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Class: High School Road Cars PDI File #: Location: Location: City, State: Main Street Client: Site Code: Count Date: Start Time: End Time: Main StreetHigh School Road 217899 B N: High School Road S: High School Road E: Main Street W: Main Street Hyannis, MA VHB/ A. Domogala 82873.21 Wednesday, April 28, 2021 7:00 AM 9:00 AM High School Road 8:00 AM from East from South from West Main Street High School Road Main Street 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM Total from North 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 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000000001102000002 000000300300202000005 010010400401001000006 01001370010011020000013 020023140017034070000026 0200206107001010000010 010011510700000000008 000001700800101000009 010011300401001000006 040043212026012030000033 0600663520430460100000059 0.0 100.0 0.0 0.0 14.0 81.4 4.7 0.0 0.0 40.0 60.0 0.0 0.0 0.0 0.0 0.0 0.0 10.2 0.0 0.0 10.2 10.2 59.3 3.4 0.0 72.9 0.0 6.8 10.2 0.0 16.9 0.0 0.0 0.0 0.0 0.0 10 0 8 41 59 020022112015033060000023 0.0 33.3 0.0 0.0 33.3 33.3 31.4 100.0 0.0 34.9 0.0 75.0 50.0 0.0 60.0 0.0 0.0 0.0 0.0 0.0 39.0 5041423 020024180022013040000028 0.0 33.3 0.0 0.0 33.3 66.7 51.4 0.0 0.0 51.2 0.0 25.0 50.0 0.0 40.0 0.0 0.0 0.0 0.0 0.0 47.5 5022128 020020600600000000008 0.0 33.3 0.0 0.0 33.3 0.0 17.1 0.0 0.0 14.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 13.6 00268 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 01001370010011020000013 0200206107001010000010 010011510700000000008 000001700800101000009 040045252032013040000040 0.0 100.0 0.0 0.0 15.6 78.1 6.3 0.0 0.0 25.0 75.0 0.0 0.0 0.0 0.0 0.0 0.000 0.500 0.000 0.000 0.500 0.417 0.893 0.500 0.000 0.800 0.000 0.250 0.750 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.769 01001262010012030000014 0.0 25.0 0.0 0.0 25.0 40.0 24.0 100.0 0.0 31.3 0.0 100.0 66.7 0.0 75.0 0.0 0.0 0.0 0.0 0.0 35.0 020023140017001010000020 0.0 50.0 0.0 0.0 50.0 60.0 56.0 0.0 0.0 53.1 0.0 0.0 33.3 0.0 25.0 0.0 0.0 0.0 0.0 0.0 50.0 010010500500000000006 0.0 25.0 0.0 0.0 25.0 0.0 20.0 0.0 0.0 15.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 15.0 01001262010012030000014 020023140017001010000020 010010500500000000006 040045252032013040000040 303814 3 0 2 15 20 00156 6062840 Buses Single‐Unit Trucks Articulated Trucks Total Exiting Leg Articulated % Buses Single‐Unit Trucks Articulated Trucks Total Entering Leg Buses Buses % Single‐Unit Trucks Single‐Unit % Articulated Trucks 8:00 AM 8:15 AM 8:30 AM Total Volume % Approach Total PHF from West Total 7:45 AM from North from East from South 7:45 AM High School Road Main Street High School Road 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:82873.21 Main Street from East from South from West High School Road from North Total PDI File #:217899 B Location:N: High School Road S: High School Road Location:E: Main Street W: Main Street High School Road Main Street Class:Heavy Vehicles‐Combined (Buses, Single‐Unit Trucks, Articulated Trucks) Count Date:Wednesday, April 28, 2021 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 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 000000200200101000003 010010200201001000004 010011300401102000007 0200217008022040000014 000000110200000000002 000001010200000000002 000000200200101000003 000000100101001000002 000001420701102000009 020022112015033060000023 0.0 100.0 0.0 0.0 13.3 73.3 13.3 0.0 0.0 50.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 8.7 0.0 0.0 8.7 8.7 47.8 8.7 0.0 65.2 0.0 13.0 13.0 0.0 26.1 0.0 0.0 0.0 0.0 0.0 5041423 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000200200101000003 010010200201001000004 010011300401102000007 000000110200000000002 02002181010022040000016 0.0 100.0 0.0 0.0 10.0 80.0 10.0 0.0 0.0 50.0 50.0 0.0 0.0 0.0 0.0 0.0 0.000 0.500 0.000 0.000 0.500 0.250 0.667 0.250 0.000 0.625 0.000 0.500 0.500 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.571 02002181010022040000016 3031016 5 10 7 10 32 PDI File #:217899 B Location:N: High School Road S: High School Road Location:E: Main Street W: Main Street Count Date:Wednesday, April 28, 2021 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 Class:Buses High School Road Main Street High School Road Main Street Total 7:00 AM 7:15 AM 7:30 AM 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM Exiting Leg Total 7:15 AM High School Road Main Street Grand Total Approach % Total % Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: from South from West Total High School Road Main Street from North from East PHF Entering Leg Exiting Leg Total 7:15 AM 7:30 AM 7:45 AM 8:00 AM Total Volume % Approach Total from North 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 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000000001102000002 000000100100101000002 000000100100000000001 000002400600000000006 0000026008012030000011 020020400400101000007 000000400400000000004 000001200300000000003 000001200300000000003 020022120014001010000017 020024180022013040000028 0.0 100.0 0.0 0.0 18.2 81.8 0.0 0.0 0.0 25.0 75.0 0.0 0.0 0.0 0.0 0.0 0.0 7.1 0.0 0.0 7.1 14.3 64.3 0.0 0.0 78.6 0.0 3.6 10.7 0.0 14.3 0.0 0.0 0.0 0.0 0.0 5022128 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000002400600000000006 020020400400101000007 000000400400000000004 000001200300000000003 020023140017001010000020 0.0 100.0 0.0 0.0 17.6 82.4 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.000 0.250 0.000 0.000 0.250 0.375 0.875 0.000 0.000 0.708 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.714 020023140017001010000020 3021520 5 17 3 15 40 PHF Entering Leg Exiting Leg Total 7:45 AM 8:00 AM 8:15 AM 8:30 AM Total Volume % Approach Total from South from West Total High School Road Main Street from North from East Exiting Leg Total 7:45 AM High School Road 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 High School Road Main Street High School Road Main Street PDI File #:217899 B Location:N: High School Road S: High School Road Location:E: Main Street W: Main Street Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Count Date:Wednesday, April 28, 2021 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 from North 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 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000000000000000000 000000000000000000000 000000100100000000001 000000000000000000000 000000100100000000001 000000100100000000001 010010100100000000002 000000300300000000003 010010000000000000001 020020500500000000007 020020600600000000008 0.0 100.0 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 0.0 0.0 25.0 0.0 75.0 0.0 0.0 75.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00268 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 010010100100000000002 000000300300000000003 010010000000000000001 020020500500000000007 0.0 100.0 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 0.000 0.500 0.000 0.000 0.500 0.000 0.417 0.000 0.000 0.417 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.583 020020500500000000007 00257 252514 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 High School Road Main Street from North from East Exiting Leg Total 8:00 AM High School Road 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 High School Road Main Street High School Road Main Street PDI File #:217899 B Location:N: High School Road S: High School Road Location:E: Main Street W: Main Street Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Count Date:Wednesday, April 28, 2021 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 from North 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 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 0000011010010200000000000000 3 0000011010010200000000000000 3 0000011010000100000000000000 2 0000000000000000000110100001 2 0000000000000000000000000000 0 0000101000000000000000000000 1 0000112010000100000110100001 5 0000123020010300000110100001 8 0.0 0.0 0.0 0.0 33.3 66.7 0.0 66.7 0.0 0.0 33.3 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12.5 25.0 37.5 0.0 25.0 0.0 0.0 12.5 0.0 37.5 0.0 0.0 0.0 0.0 0.0 12.5 12.5 0.0 12.5 0.0 0.0 0.0 0.0 12.5 32128 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 0000011010010200000000000000 3 0000011010000100000000000000 2 0000000000000000000110100001 2 0000022020010300000110100001 7 0.0 0.0 0.0 0.0 0.0 100.0 0.0 66.7 0.0 0.0 33.3 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 100.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.500 0.500 0.000 0.500 0.000 0.000 0.250 0.000 0.375 0.000 0.000 0.000 0.000 0.000 0.250 0.250 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.583 0000022020010300000110100001 7 22127 452314 High School Road Main Street High School Road Total Main Street 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 7:30 AM High School Road Main Street High School Road Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 8:00 AM 8:15 AM Total Volume % Approach Total PHF from West Total 7:30 AM 7:45 AM from North from East from South Entering Leg Exiting Leg Total Class: 217899 B N: High School Road S: High School Road E: Main Street W: Main Street Hyannis, MA VHB/ A. Domogala 82873.21 Wednesday, April 28, 2021 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 North 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 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 0000033000010100001010000000 5 0000112000020200001010000022 7 0000000000000000000000000000 0 0000224000000000000000000000 4 0000369000030300002020000022 16 0000033000000000000110000000 4 0000101000000000000000000000 1 0000000000002200000110000000 3 0000000000000000000110000011 2 0000134000002200000330000011 10 00004913000032500002350000033 26 000030.8 69.2 00006040 00004060 00000100 000015.4 34.6 50 000011.5 7.69 19.2 00007.69 11.5 19.2 0000011.5 11.5 13 5 5 3 26 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 0000033000010100001010000000 5 0000112000020200001010000022 7 0000000000000000000000000000 0 0000224000000000000000000000 4 0000369000030300002020000022 16 0.0 0.0 0.0 0.0 33.3 66.7 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.000 0.000 0.000 0.000 0.375 0.500 0.563 0.000 0.000 0.000 0.000 0.375 0.000 0.375 0.000 0.000 0.000 0.000 0.500 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.250 0.250 0.571 0000369000030300002020000022 16 932216 18 6 4 4 32 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 Main Street from North from East from South 7:00 AM High School Road Main Street High School Road Grand Total Approach % Total % Exiting Leg Total 7:00 AM 7:15 AM 7:30 AM High School Road Main Street High School Road Total Main Street from North from East Count Date: Start Time: End Time: Class: 217899 B N: High School Road S: High School Road E: Main Street W: Main Street Hyannis, MA VHB/ A. Domogala 82873.21 Wednesday, April 28, 2021 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 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 719002623127801580161102700000211 71500221212270141011701800000181 616002214135501540151603100000207 141800321613160153081402200000207 346800102655152606060504809800000806 51400191312350141012601800000178 212001415113301310111002100000166 46001014125801470181203000000187 4800121312450142020902900000183 15400055554852105610613709800000714 49 108 0 0 157 120 1000 47 0 1167 0 111 85 0 196 000001520 31.2 68.8 0.0 0.0 10.3 85.7 4.0 0.0 0.0 56.6 43.4 0.0 0.0 0.0 0.0 0.0 3.2 7.1 0.0 0.0 10.3 7.9 65.8 3.1 0.0 76.8 0.0 7.3 5.6 0.0 12.9 0.0 0.0 0.0 0.0 0.0 231 0 155 1134 1520 49 106 0 0 155 118 987 46 0 1151 0 111 83 0 194 000001500 100.0 98.1 0.0 0.0 98.7 98.3 98.7 97.9 0.0 98.6 0.0 100.0 97.6 0.0 99.0 0.0 0.0 0.0 0.0 0.0 98.7 229 0 152 1119 1500 020022131016002020000020 0.0 1.9 0.0 0.0 1.3 1.7 1.3 2.1 0.0 1.4 0.0 0.0 2.4 0.0 1.0 0.0 0.0 0.0 0.0 0.0 1.3 2031520 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 719002623127801580161102700000211 71500221212270141011701800000181 616002214135501540151603100000207 141800321613160153081402200000207 346800102655152606060504809800000806 33.3 66.7 0.0 0.0 10.7 85.0 4.3 0.0 0.0 51.0 49.0 0.0 0.0 0.0 0.0 0.0 0.607 0.895 0.000 0.000 0.797 0.707 0.954 0.813 0.000 0.959 0.000 0.781 0.750 0.000 0.790 0.000 0.000 0.000 0.000 0.000 0.955 346600100645062505950504709700000792 100.0 97.1 0.0 0.0 98.0 98.5 98.3 96.2 0.0 98.2 0.0 100.0 97.9 0.0 99.0 0.0 0.0 0.0 0.0 0.0 98.3 02002191011001010000014 0.0 2.9 0.0 0.0 2.0 1.5 1.7 3.8 0.0 1.8 0.0 0.0 2.1 0.0 1.0 0.0 0.0 0.0 0.0 0.0 1.7 346600100645062505950504709700000792 02002191011001010000014 346800102655152606060504809800000806 114 0 91 587 792 1 0 3 10 14 115 0 94 597 806 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 4:00 PM 4:15 PM 4:30 PM from North from East from South from West 4:45 PM Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM High School Road Main Street High School Road Main Street Exiting Leg Total Cars % Cars Exiting Leg Total Heavy Vehicles % Heavy Vehicles Grand Total Approach % Total % Exiting Leg Total Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total from North from East from South from West Class:Cars and Heavy Vehicles (Combined) High School Road Main Street High School Road Main Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 PDI File #:217899 B Location:N: High School Road S: High School Road Location:E: Main Street W: Main Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 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 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 718002522124801540161102700000206 71400211212070139011701800000178 616002214133401510151603100000204 141800321612960151081302100000204 346600100645062505950504709700000792 51400191312250140012501700000176 212001415111301290111002100000164 46001013124801450181203000000185 4800121312450142020902900000183 15400055544812105560613609700000708 49 106 0 0 155 118 987 46 0 1151 0 111 83 0 194 000001500 31.6 68.4 0.0 0.0 10.3 85.8 4.0 0.0 0.0 57.2 42.8 0.0 0.0 0.0 0.0 0.0 3.3 7.1 0.0 0.0 10.3 7.9 65.8 3.1 0.0 76.7 0.0 7.4 5.5 0.0 12.9 0.0 0.0 0.0 0.0 0.0 229 0 152 1119 1500 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 718002522124801540161102700000206 71400211212070139011701800000178 616002214133401510151603100000204 141800321612960151081302100000204 346600100645062505950504709700000792 34.0 66.0 0.0 0.0 10.8 85.0 4.2 0.0 0.0 51.5 48.5 0.0 0.0 0.0 0.0 0.0 0.607 0.917 0.000 0.000 0.781 0.727 0.951 0.781 0.000 0.966 0.000 0.781 0.734 0.000 0.782 0.000 0.000 0.000 0.000 0.000 0.961 346600100645062505950504709700000792 114 0 91 587 792 214 595 188 587 1584 Entering Leg Exiting Leg Total 4:15 PM 4:30 PM 4:45 PM Total Volume % Approach Total PHF from West Total 4:00 PM High School Road Main Street from North from East from South Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM High School Road Main Street Grand Total Approach % Total % Exiting Leg Total Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from East from South from West Total Class:Cars High School Road Main Street High School Road Main Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 PDI File #:217899 B Location:N: High School Road S: High School Road Location:E: Main Street W: Main Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 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 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 010011300400000000005 010010200200000000003 000000210300000000003 000000200200101000003 02002191011001010000014 000000100100101000002 000000200200000000002 000001100200000000002 000000000000000000000 000001400500101000006 020022131016002020000020 0.0 100.0 0.0 0.0 12.5 81.3 6.3 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 0.0 0.0 10.0 10.0 65.0 5.0 0.0 80.0 0.0 0.0 10.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 2031520 000000100100000000001 0.0 0.0 0.0 0.0 0.0 0.0 7.7 0.0 0.0 6.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.0 00011 000002101013002020000015 0.0 0.0 0.0 0.0 0.0 100.0 76.9 100.0 0.0 81.3 0.0 0.0 100.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 75.0 2011215 020020200200000000004 0.0 100.0 0.0 0.0 100.0 0.0 15.4 0.0 0.0 12.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 20.0 00224 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 010011300400000000005 010010200200000000003 000000210300000000003 000000200200101000003 02002191011001010000014 0.0 100.0 0.0 0.0 9.1 81.8 9.1 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.000 0.500 0.000 0.000 0.500 0.250 0.750 0.250 0.000 0.688 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.700 000000100100000000001 0.0 0.0 0.0 0.0 0.0 0.0 11.1 0.0 0.0 9.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.1 000001610800101000009 0.0 0.0 0.0 0.0 0.0 100.0 66.7 100.0 0.0 72.7 0.0 0.0 100.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 64.3 020020200200000000004 0.0 100.0 0.0 0.0 100.0 0.0 22.2 0.0 0.0 18.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 28.6 000000100100000000001 000001610800101000009 020020200200000000004 02002191011001010000014 00011 1 0179 00224 1031014 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 4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from East from South from West Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM High School Road Main Street High School Road 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 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from East from South from West Total Class:Heavy Vehicles‐Combined (Buses, Single‐Unit Trucks, Articulated Trucks) High School Road Main Street High School Road Main Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 PDI File #:217899 B Location:N: High School Road S: High School Road Location:E: Main Street W: Main Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 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 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000000000000000000 000000000000000000000 000000100100000000001 000000000000000000000 000000100100000000001 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000100100000000001 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 100.0 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 Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000000000000000000 000000000000000000000 000000100100000000001 000000000000000000000 000000100100000000001 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 0.000 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 0.000 0.000 0.000 0.000 0.250 000000100100000000001 00011 01012 Entering Leg Exiting Leg Total 4:15 PM 4:30 PM 4:45 PM Total Volume % Approach Total PHF from West Total 4:00 PM High School Road Main Street from North from East from South Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM High School Road Main Street Grand Total Approach % Total % Exiting Leg Total Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from East from South from West Total Class:Buses High School Road Main Street High School Road Main Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 PDI File #:217899 B Location:N: High School Road S: High School Road Location:E: Main Street W: Main Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 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 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000001200300000000003 000000100100000000001 000000110200000000002 000000200200101000003 000001610800101000009 000000100100101000002 000000200200000000002 000001100200000000002 000000000000000000000 000001400500101000006 000002101013002020000015 0.0 0.0 0.0 0.0 15.4 76.9 7.7 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 13.3 66.7 6.7 0.0 86.7 0.0 0.0 13.3 0.0 13.3 0.0 0.0 0.0 0.0 0.0 2011215 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000001200300000000003 000000100100000000001 000000110200000000002 000000200200101000003 000001610800101000009 0.0 0.0 0.0 0.0 12.5 75.0 12.5 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 0.250 0.750 0.250 0.000 0.667 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.750 000001610800101000009 10179 182718 Entering Leg Exiting Leg Total 4:15 PM 4:30 PM 4:45 PM Total Volume % Approach Total PHF from West Total 4:00 PM High School Road Main Street from North from East from South Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM High School Road Main Street Grand Total Approach % Total % Exiting Leg Total Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from East from South from West Total Class:Single‐Unit Trucks High School Road Main Street High School Road Main Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 PDI File #:217899 B Location:N: High School Road S: High School Road Location:E: Main Street W: Main Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 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 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 010010100100000000002 010010100100000000002 000000000000000000000 000000000000000000000 020020200200000000004 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 020020200200000000004 0.0 100.0 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 50.0 0.0 0.0 50.0 0.0 50.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00224 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 010010100100000000002 010010100100000000002 000000000000000000000 000000000000000000000 020020200200000000004 0.0 100.0 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 0.000 0.500 0.000 0.000 0.500 0.000 0.500 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.500 020020200200000000004 00224 22228 Entering Leg Exiting Leg Total 4:15 PM 4:30 PM 4:45 PM Total Volume % Approach Total PHF from West Total 4:00 PM High School Road Main Street from North from East from South Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM High School Road Main Street Grand Total Approach % Total % Exiting Leg Total Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from East from South from West Total Class:Articulated Trucks High School Road Main Street High School Road Main Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 PDI File #:217899 B Location:N: High School Road S: High School Road Location:E: Main Street W: Main Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 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 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 0000011000000000000000000011 2 0000000000000000000000000000 0 0000101100000100000000000000 2 0000101120000300000000000000 4 0000213220000400000000000011 8 0000000010001201000010000000 3 0000044000000000000000000000 4 0000101000000000000000000000 1 0000000010000100000000000000 1 0000145020001301000010000000 9 0000358240001701000010000011 17 0.0 0.0 0.0 0.0 37.5 62.5 28.6 57.1 0.0 0.0 0.0 14.3 0.0 100.0 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 17.6 29.4 47.1 11.8 23.5 0.0 0.0 0.0 5.9 41.2 0.0 5.9 0.0 0.0 0.0 0.0 5.9 0.0 0.0 0.0 0.0 0.0 5.9 5.9 11 1 0 5 17 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 0000101100000100000000000000 2 0000101120000300000000000000 4 0000000010001201000010000000 3 0000044000000000000000000000 4 0000246230001601000010000000 13 0.0 0.0 0.0 0.0 33.3 66.7 33.3 50.0 0.0 0.0 0.0 16.7 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.500 0.250 0.375 0.500 0.375 0.000 0.000 0.000 0.250 0.500 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 0.813 0000246230001601000010000000 13 910313 15 7 1 3 26 Entering Leg Exiting Leg Total 5:00 PM 5:15 PM Total Volume % Approach Total PHF from West Total 4:30 PM 4:45 PM Main Street from North from East from South 4:30 PM High School Road Main Street High School Road Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: Approach % Total % Exiting Leg Total Grand Total 5:15 PM 5:30 PM 5:45 PM Total 4:15 PM 4:30 PM 4:45 PM Total 5:00 PM 4:00 PM Total from North from East from South from West Class:Bicycles (on Roadway and Crosswalks) High School Road Main Street High School Road Main Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 PDI File #:217899 B Location:N: High School Road S: High School Road Location:E: Main Street W: Main Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 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 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 0000033000010100000000000213 7 0000505000000000000000000000 5 0000729000001100003140000000 14 00003912000020200002130000101 18 0000151429000031400005270000314 44 0000448000030300000000000303 14 00006410000000000000000000101 11 0000268000020200000000000000 10 0000145000010100000110000011 8 0000131831000060600000110000415 43 00002832600000911000005380000729 87 000046.7 53.3 00009010 000062.5 37.5 000077.8 22.2 000032.2 36.8 69 000010.3 1.15 11.5 00005.75 3.45 9.2 00008.05 2.3 10.3 60 10 8 9 87 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 0000729000001100003140000000 14 00003912000020200002130000101 18 0000448000030300000000000303 14 00006410000000000000000000101 11 0000201939000051600005270000505 57 0.0 0.0 0.0 0.0 51.3 48.7 0.0 0.0 0.0 0.0 83.3 16.7 0.0 0.0 0.0 0.0 71.4 28.6 0.0 0.0 0.0 0.0 100.0 0.0 0.000 0.000 0.000 0.000 0.714 0.528 0.813 0.000 0.000 0.000 0.000 0.417 0.250 0.500 0.000 0.000 0.000 0.000 0.417 0.500 0.438 0.000 0.000 0.000 0.000 0.417 0.000 0.417 0.792 0000201939000051600005270000505 57 39 6 7 5 57 78 12 14 10 114 Entering Leg Exiting Leg Total 5:00 PM 5:15 PM Total Volume % Approach Total PHF from West Total 4:30 PM 4:45 PM Main Street from North from East from South 4:30 PM High School Road Main Street High School Road Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: Approach % Total % Exiting Leg Total Grand Total 5:15 PM 5:30 PM 5:45 PM Total 4:15 PM 4:30 PM 4:45 PM Total 5:00 PM 4:00 PM Total from North from East from South from West Class:Pedestrians High School Road Main Street High School Road Main Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 PDI File #:217899 B Location:N: High School Road S: High School Road Location:E: Main Street W: Main Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 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 43108021002101001033503868 40307315101922206048405284 7220113350038140051486055109 352010246004842501124011053122 181080368117101267970233169260198383 6160132460048330064746084151 6150122472051510060456051120 3540120460046031045614070132 75201405300532200424716065136 22 12 17 0 51 4 192 2 0 198 10 9 1 0 20 11 227 32 0 270 539 40 22 25 0 87 12 309 3 0 324 17 18 8 0 43 14 396 58 0 468 922 46.0 25.3 28.7 0.0 3.7 95.4 0.9 0.0 39.5 41.9 18.6 0.0 3.0 84.6 12.4 0.0 4.3 2.4 2.7 0.0 9.4 1.3 33.5 0.3 0.0 35.1 1.8 2.0 0.9 0.0 4.7 1.5 43.0 6.3 0.0 50.8 88 438 39 357 922 40 19 21 0 80 10 299 2 0 311 14 17 7 0 38 14 386 56 0 456 885 100.0 86.4 84.0 0.0 92.0 83.3 96.8 66.7 0.0 96.0 82.4 94.4 87.5 0.0 88.4 100.0 97.5 96.6 0.0 97.4 96.0 83 421 35 346 885 03407210101331105010201237 0.0 13.6 16.0 0.0 8.0 16.7 3.2 33.3 0.0 4.0 17.6 5.6 12.5 0.0 11.6 0.0 2.5 3.4 0.0 2.6 4.0 5 17 4 11 37 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 6160132460048330064746084151 6150122472051510060456051120 3540120460046031045614070132 75201405300532200424716065136 22 12 17 0 51 4 192 2 0 198 10 9 1 0 20 11 227 32 0 270 539 43.1 23.5 33.3 0.0 2.0 97.0 1.0 0.0 50.0 45.0 5.0 0.0 4.1 84.1 11.9 0.0 0.786 0.600 0.708 0.000 0.911 0.500 0.906 0.250 0.000 0.934 0.500 0.750 0.250 0.000 0.833 0.550 0.767 0.500 0.000 0.804 0.892 22101404631841018899101911223310265518 100.0 83.3 82.4 0.0 90.2 75.0 95.8 50.0 0.0 94.9 90.0 100.0 100.0 0.0 95.0 100.0 98.2 96.9 0.0 98.1 96.1 02305181010100010410521 0.0 16.7 17.6 0.0 9.8 25.0 4.2 50.0 0.0 5.1 10.0 0.0 0.0 0.0 5.0 0.0 1.8 3.1 0.0 1.9 3.9 22101404631841018899101911223310265518 02305181010100010410521 22 12 17 0 51 4 192 2 0 198 10 9 1 0 20 11 227 32 0 270 539 43 246 22 207 518 2 83821 45 254 25 215 539 from North from East from South from West Approach % Grand Total North StreetWinter StreetWinter Street North Street 7:45 AM from North 8:00 AM from East from West from South Winter Street North Street8:00 AM 8:45 AM Total Winter Street % Approach Total PHF Cars Enter Leg 8:30 AM 8:45 AM Heavy Vehicles % Total Volume 8:00 AM 8:15 AM North 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: 217899 C N: Winter Street S: Winter Street E: North Street W: North Street Hyannis, MA VHB/ A. Domogala 82873.21 Wednesday, April 28, 2021 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 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 43108021002101001032503767 40206315101921205047305080 7120102340036140051456052103 35201024500472240823911052117 18970347115101235860193163250191367 6150122430045230054745083145 6040101461048510060446050114 3430100430043031045594068125 75201405200522200424616064134 22101404631841018899101911223310265518 40 19 21 0 80 10 299 2 0 311 14 17 7 0 38 14 386 56 0 456 885 50.0 23.8 26.3 0.0 3.2 96.1 0.6 0.0 36.8 44.7 18.4 0.0 3.1 84.6 12.3 0.0 4.5 2.1 2.4 0.0 9.0 1.1 33.8 0.2 0.0 35.1 1.6 1.9 0.8 0.0 4.3 1.6 43.6 6.3 0.0 51.5 83 421 35 346 885 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 6150122430045230054745083145 6040101461048510060446050114 3430100430043031045594068125 75201405200522200424616064134 22101404631841018899101911223310265518 47.8 21.7 30.4 0.0 1.6 97.9 0.5 0.0 47.4 47.4 5.3 0.0 4.2 84.2 11.7 0.0 0.786 0.500 0.700 0.000 0.821 0.375 0.885 0.250 0.000 0.904 0.450 0.750 0.250 0.000 0.792 0.550 0.753 0.484 0.000 0.798 0.893 22101404631841018899101911223310265518 43 246 22 207 518 89 434 41 472 1036 8:45 AM Entering Leg Exiting Leg Total PHF Total Volume Grand Total Approach % Total % Exiting Leg Total 8:00 AM from North % Approach Total Total Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Class: Winter Street Cars PDI File #: Location: Location: City, State: North Street Client: Site Code: Count Date: Start Time: End Time: North StreetWinter Street 217899 C N: Winter Street S: Winter Street E: North Street W: North Street Hyannis, MA VHB/ A. Domogala 82873.21 Wednesday, April 28, 2021 7:00 AM 9:00 AM Winter Street 8:00 AM from East from South from West North Street Winter Street North Street 8:00 AM 8:15 AM 8:30 AM 8:15 AM 8:30 AM 8:45 AM Total from North 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 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 001010000001001011024 010011100200000030036 000000100120103010015 0110212003211040610716 001010300310001001016 011021110300000010016 011020300300000020027 000000100100000010012 02305181010100010410521 03407210101331105010201237 0.0 42.9 57.1 0.0 15.4 76.9 7.7 0.0 60.0 20.0 20.0 0.0 0.0 83.3 16.7 0.0 0.0 8.1 10.8 0.0 18.9 5.4 27.0 2.7 0.0 35.1 8.1 2.7 2.7 0.0 13.5 0.0 27.0 5.4 0.0 32.4 5 17 4 11 37 0310427009110020300318 0.0 100.0 25.0 0.0 57.1 100.0 70.0 0.0 0.0 69.2 33.3 100.0 0.0 0.0 40.0 0.0 30.0 0.0 0.0 25.0 48.6 353718 0020203104201030620817 0.0 0.0 50.0 0.0 28.6 0.0 30.0 100.0 0.0 30.8 66.7 0.0 100.0 0.0 60.0 0.0 60.0 100.0 0.0 66.7 45.9 210 1 417 001010000000000010012 0.0 0.0 25.0 0.0 14.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 0.0 0.0 8.3 5.4 02002 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000100120103010015 001010300310001001016 011021110300000010016 011020300300000020027 02305181010301040410524 0.0 40.0 60.0 0.0 10.0 80.0 10.0 0.0 75.0 0.0 25.0 0.0 0.0 80.0 20.0 0.0 0.000 0.500 0.750 0.000 0.625 0.250 0.667 0.250 0.000 0.833 0.375 0.000 0.250 0.000 0.333 0.000 0.500 0.250 0.000 0.625 0.857 0200215006100010100110 0.0 100.0 0.0 0.0 40.0 100.0 62.5 0.0 0.0 60.0 33.3 0.0 0.0 0.0 25.0 0.0 25.0 0.0 0.0 20.0 41.7 0020203104201030310413 0.0 0.0 66.7 0.0 40.0 0.0 37.5 100.0 0.0 40.0 66.7 0.0 100.0 0.0 75.0 0.0 75.0 100.0 0.0 80.0 54.2 001010000000000000001 0.0 0.0 33.3 0.0 20.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.2 0200215006100010100110 0020203104201030310413 001010000000000000001 02305181010301040410524 122510 1 71413 01001 210 3 924 Buses Single‐Unit Trucks Articulated Trucks Total Exiting Leg Articulated % Buses Single‐Unit Trucks Articulated Trucks Total Entering Leg Buses Buses % Single‐Unit Trucks Single‐Unit % Articulated Trucks 8:00 AM 8:15 AM 8:30 AM Total Volume % Approach Total PHF from West Total 7:45 AM from North from East from South 7:45 AM Winter Street North Street Winter Street North 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:82873.21 North Street from East from South from West Winter Street from North Total PDI File #:217899 C Location:N: Winter Street S: Winter Street Location:E: North Street W: North Street Winter Street North Street Class:Heavy Vehicles‐Combined (Buses, Single‐Unit Trucks, Articulated Trucks) Count Date:Wednesday, April 28, 2021 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 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 001010000001001000002 010011100200000010014 000000100110001000002 011021200311002010018 000000200200000000002 010011000100000000002 010010200200000010014 000000100100000010012 0200215006000000200210 0310427009110020300318 0.0 75.0 25.0 0.0 22.2 77.8 0.0 0.0 50.0 50.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 16.7 5.6 0.0 22.2 11.1 38.9 0.0 0.0 50.0 5.6 5.6 0.0 0.0 11.1 0.0 16.7 0.0 0.0 16.7 353718 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 001010000001001000002 010011100200000010014 000000100110001000002 000000200200000000002 0110214005110020100110 0.0 50.0 50.0 0.0 20.0 80.0 0.0 0.0 50.0 50.0 0.0 0.0 0.0 100.0 0.0 0.0 0.000 0.250 0.250 0.000 0.500 0.250 0.500 0.000 0.000 0.625 0.250 0.250 0.000 0.000 0.500 0.000 0.250 0.000 0.000 0.250 0.625 0110214005110020100110 231410 483520 PDI File #:217899 C Location:N: Winter Street S: Winter Street Location:E: North Street W: North Street Count Date:Wednesday, April 28, 2021 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 Class:Buses Winter Street North Street Winter Street North Street Total 7:00 AM 7:15 AM 7:30 AM 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM Exiting Leg Total 7:15 AM Winter Street North Street Grand Total Approach % Total % Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: from South from West Total Winter Street North Street from North from East PHF Entering Leg Exiting Leg Total 7:15 AM 7:30 AM 7:45 AM 8:00 AM Total Volume % Approach Total from North 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 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 000000000000000011022 000000000000000010011 000000000010102010013 000000000010102041057 001010100110001001014 001010110200000010014 000000100100000010012 000000000000000000000 0020203104100010210310 0020203104201030620817 0.0 0.0 100.0 0.0 0.0 75.0 25.0 0.0 66.7 0.0 33.3 0.0 0.0 75.0 25.0 0.0 0.0 0.0 11.8 0.0 11.8 0.0 17.6 5.9 0.0 23.5 11.8 0.0 5.9 0.0 17.6 0.0 35.3 11.8 0.0 47.1 210 1 417 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000000010102010013 001010100110001001014 001010110200000010014 000000100100000010012 0020203104201030310413 0.0 0.0 100.0 0.0 0.0 75.0 25.0 0.0 66.7 0.0 33.3 0.0 0.0 75.0 25.0 0.0 0.000 0.000 0.500 0.000 0.500 0.000 0.750 0.250 0.000 0.500 0.500 0.000 0.250 0.000 0.375 0.000 0.750 0.250 0.000 1.000 0.813 0020203104201030310413 171413 311 4 826 PHF Entering Leg Exiting Leg Total 7:45 AM 8:00 AM 8:15 AM 8:30 AM Total Volume % Approach Total from South from West Total Winter Street North Street from North from East Exiting Leg Total 7:45 AM Winter Street North 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 Winter Street North Street Winter Street North Street PDI File #:217899 C Location:N: Winter Street S: Winter Street Location:E: North Street W: North Street Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Count Date:Wednesday, April 28, 2021 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 from North 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 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 000000000000000010011 000000000000000000000 000000000000000010011 000000000000000000000 000000000000000000000 001010000000000000001 000000000000000000000 001010000000000000001 001010000000000010012 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 0.0 0.0 0.0 50.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.0 0.0 50.0 02002 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 000000000000000010011 000000000000000000000 000000000000000010011 0.0 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 0.250 0.000 0.000 0.250 0.250 000000000000000010011 01001 01012 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 Winter Street North Street from North from East Exiting Leg Total 7:00 AM Winter Street North 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 Winter Street North Street Winter Street North Street PDI File #:217899 C Location:N: Winter Street S: Winter Street Location:E: North Street W: North Street Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Count Date:Wednesday, April 28, 2021 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 from North 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 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 0100001000000000000000000000 1 0000000000000000000000000000 0 0000000010000100000000000000 1 0100001010000100000000000000 2 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0100001010000100000000000000 2 0.0 100.0 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 50.0 0.0 0.0 0.0 0.0 50.0 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00112 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 0100001000000000000000000000 1 0000000000000000000000000000 0 0000000010000100000000000000 1 0100001010000100000000000000 2 0.0 100.0 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 0.250 0.000 0.000 0.000 0.000 0.250 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 0.500 0100001010000100000000000000 2 00112 11114 Winter Street North Street Winter Street Total North Street North 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 Winter Street North Street Winter Street 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 North from East from South Entering Leg Exiting Leg Total Class: 217899 C N: Winter Street S: Winter Street E: North Street W: North Street Hyannis, MA VHB/ A. Domogala 82873.21 Wednesday, April 28, 2021 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 North 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 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 0000000000000000000000000055 5 0000011000000000000000000000 1 0000000000000000000000000000 0 0000101000010100003030000112 7 0000112000010100003030000167 13 0000011000000000000000000000 1 0000000000000000004040000101 5 0000101000000000000440000101 6 0000112000000000000000000000 2 0000224000000000004480000202 14 00003360000101000074110000369 27 00005050 00001000 000063.6 36.4 000033.3 66.7 000011.1 11.1 22.2 00003.703.7000025.9 14.8 40.7 000011.1 22.2 33.3 6 1 11 9 27 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 0000101000010100003030000112 7 0000011000000000000000000000 1 0000000000000000004040000101 5 0000101000000000000440000101 6 00002130000101000074110000314 19 0.0 0.0 0.0 0.0 66.7 33.3 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 63.6 36.4 0.0 0.0 0.0 0.0 75.0 25.0 0.000 0.000 0.000 0.000 0.500 0.250 0.750 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.000 0.000 0.438 0.250 0.688 0.000 0.000 0.000 0.000 0.750 0.250 0.500 0.679 00002130000101000074110000314 19 3 1 11 4 19 6 2 22 8 38 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 North Street from North from East from South 7:45 AM Winter Street North Street Winter Street Grand Total Approach % Total % Exiting Leg Total 7:00 AM 7:15 AM 7:30 AM Winter Street North Street Winter Street Total North Street from North from East Count Date: Start Time: End Time: Class: 217899 C N: Winter Street S: Winter Street E: North Street W: North Street Hyannis, MA VHB/ A. Domogala 82873.21 Wednesday, April 28, 2021 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 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 809017087008736701606213075195 11740225712078460010088150103213 99302136220675720144644072174 864018660306941000143656074175 36 22 20 0 78 14 280 7 0 301 16 29 9 0 54 7 279 38 0 324 757 8620163610064322071752078165 155302346100654620120699078178 7440154440048420062714077146 7530151602063441093519063150 37 20 12 0 69 12 226 2 0 240 15 14 5 0 34 6 266 24 0 296 639 73 42 32 0 147 26 506 9 0 541 31 43 14 0 88 13 545 62 0 620 1396 49.7 28.6 21.8 0.0 4.8 93.5 1.7 0.0 35.2 48.9 15.9 0.0 2.1 87.9 10.0 0.0 5.2 3.0 2.3 0.0 10.5 1.9 36.2 0.6 0.0 38.8 2.2 3.1 1.0 0.0 6.3 0.9 39.0 4.4 0.0 44.4 131 608 64 593 1396 72 41 31 0 144 26 494 9 0 529 31 41 14 0 86 13 535 62 0 610 1369 98.6 97.6 96.9 0.0 98.0 100.0 97.6 100.0 0.0 97.8 100.0 95.3 100.0 0.0 97.7 100.0 98.2 100.0 0.0 98.4 98.1 129 597 63 580 1369 11103012001202002010001027 1.4 2.4 3.1 0.0 2.0 0.0 2.4 0.0 0.0 2.2 0.0 4.7 0.0 0.0 2.3 0.0 1.8 0.0 0.0 1.6 1.9 2 11 1 13 27 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 809017087008736701606213075195 11740225712078460010088150103213 99302136220675720144644072174 864018660306941000143656074175 36 22 20 0 78 14 280 7 0 301 16 29 9 0 54 7 279 38 0 324 757 46.2 28.2 25.6 0.0 4.7 93.0 2.3 0.0 29.6 53.7 16.7 0.0 2.2 86.1 11.7 0.0 0.818 0.611 0.556 0.000 0.886 0.583 0.805 0.583 0.000 0.865 0.800 0.725 0.321 0.000 0.844 0.438 0.793 0.633 0.000 0.786 0.888 36 21 19 0 76 14 274 7 0 295 16 28 9 0 53 7 273 38 0 318 742 100.0 95.5 95.0 0.0 97.4 100.0 97.9 100.0 0.0 98.0 100.0 96.6 100.0 0.0 98.1 100.0 97.8 100.0 0.0 98.1 98.0 0110206006010010600615 0.0 4.5 5.0 0.0 2.6 0.0 2.1 0.0 0.0 2.0 0.0 3.4 0.0 0.0 1.9 0.0 2.2 0.0 0.0 1.9 2.0 36 21 19 0 76 14 274 7 0 295 16 28 9 0 53 7 273 38 0 318 742 0110206006010010600615 36 22 20 0 78 14 280 7 0 301 16 29 9 0 54 7 279 38 0 324 757 80 308 35 319 742 1 71615 81 315 36 325 757 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 4:00 PM 4:15 PM 4:30 PM from North from East from South from West 4:45 PM Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Winter Street North Street Winter Street North Street Exiting Leg Total Cars % Cars Exiting Leg Total Heavy Vehicles % Heavy Vehicles Grand Total Approach % Total % Exiting Leg Total Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total from North from East from South from West Class:Cars and Heavy Vehicles (Combined) Winter Street North Street Winter Street North Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 PDI File #:217899 C Location:N: Winter Street S: Winter Street Location:E: North Street W: North Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 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 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 808016085008536701606113074191 11740225702077460010087150102211 98302036020655720144624070169 86401865930684900133636072171 36 21 19 0 76 14 274 7 0 295 16 28 9 0 53 7 273 38 0 318 742 7620153570060322071742077159 155302345900634620120699078176 7440154440048420062694075144 7530151602063431083509062148 36 20 12 0 68 12 220 2 0 234 15 13 5 0 33 6 262 24 0 292 627 72 41 31 0 144 26 494 9 0 529 31 41 14 0 86 13 535 62 0 610 1369 50.0 28.5 21.5 0.0 4.9 93.4 1.7 0.0 36.0 47.7 16.3 0.0 2.1 87.7 10.2 0.0 5.3 3.0 2.3 0.0 10.5 1.9 36.1 0.7 0.0 38.6 2.3 3.0 1.0 0.0 6.3 0.9 39.1 4.5 0.0 44.6 129 597 63 580 1369 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 808016085008536701606113074191 11740225702077460010087150102211 98302036020655720144624070169 86401865930684900133636072171 36 21 19 0 76 14 274 7 0 295 16 28 9 0 53 7 273 38 0 318 742 47.4 27.6 25.0 0.0 4.7 92.9 2.4 0.0 30.2 52.8 17.0 0.0 2.2 85.8 11.9 0.0 0.818 0.656 0.594 0.000 0.864 0.583 0.806 0.583 0.000 0.868 0.800 0.778 0.321 0.000 0.828 0.438 0.784 0.633 0.000 0.779 0.879 36 21 19 0 76 14 274 7 0 295 16 28 9 0 53 7 273 38 0 318 742 80 308 35 319 742 156 603 88 637 1484 Entering Leg Exiting Leg Total 4:15 PM 4:30 PM 4:45 PM Total Volume % Approach Total PHF from West Total 4:00 PM Winter Street North Street from North from East from South Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Winter Street North Street Grand Total Approach % Total % Exiting Leg Total Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from East from South from West Total Class:Cars Winter Street North Street Winter Street North Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 PDI File #:217899 C Location:N: Winter Street S: Winter Street Location:E: North Street W: North Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 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 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 001010200200000010014 000000100100000010012 010010200200000020025 000000100101001020024 0110206006010010600615 100010400400000010016 000000200200000000002 000000000000000020022 000000000001001010012 1000106006010010400412 11103012001202002010001027 33.3 33.3 33.3 0.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 3.7 3.7 3.7 0.0 11.1 0.0 44.4 0.0 0.0 44.4 0.0 7.4 0.0 0.0 7.4 0.0 37.0 0.0 0.0 37.0 2 11 1 13 27 0010105005000000400410 0.0 0.0 100.0 0.0 33.3 0.0 41.7 0.0 0.0 41.7 0.0 0.0 0.0 0.0 0.0 0.0 40.0 0.0 0.0 40.0 37.0 050510 1100207007020020500516 100.0 100.0 0.0 0.0 66.7 0.0 58.3 0.0 0.0 58.3 0.0 100.0 0.0 0.0 100.0 0.0 50.0 0.0 0.0 50.0 59.3 251816 000000000000000010011 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 0.0 0.0 10.0 3.7 01001 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000100100000010012 010010200200000020025 000000100101001020024 100010400400000010016 1100208008010010600617 50.0 50.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.250 0.250 0.000 0.000 0.500 0.000 0.500 0.000 0.000 0.500 0.000 0.250 0.000 0.000 0.250 0.000 0.750 0.000 0.000 0.750 0.708 000000400400000020026 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 33.3 0.0 0.0 33.3 35.3 1100204004010010400411 100.0 100.0 0.0 0.0 100.0 0.0 50.0 0.0 0.0 50.0 0.0 100.0 0.0 0.0 100.0 0.0 66.7 0.0 0.0 66.7 64.7 000000000000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 000000400400000020026 1100204004010010400411 000000000000000000000 1100208008010010600617 02046 1 41511 00000 161917 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 4:15 PM 4:30 PM 4:45 PM 5:00 PM from North from East from South from West Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:15 PM Winter Street North Street Winter Street North 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 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from East from South from West Total Class:Heavy Vehicles‐Combined (Buses, Single‐Unit Trucks, Articulated Trucks) Winter Street North Street Winter Street North Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 PDI File #:217899 C Location:N: Winter Street S: Winter Street Location:E: North Street W: North Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 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 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 001010100100000010013 000000000000000000000 000000100100000000001 000000000000000010011 001010200200000020025 000000300300000010014 000000000000000000000 000000000000000000000 000000000000000010011 000000300300000020025 0010105005000000400410 0.0 0.0 100.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 10.0 0.0 10.0 0.0 50.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 40.0 0.0 0.0 40.0 050510 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 000000100100000000001 000000000000000010011 000000300300000010014 000000400400000020026 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 0.333 0.000 0.000 0.333 0.000 0.000 0.000 0.000 0.000 0.000 0.500 0.000 0.000 0.500 0.375 000000400400000020026 02046 060612 Entering Leg Exiting Leg Total 4:30 PM 4:45 PM 5:00 PM Total Volume % Approach Total PHF from West Total 4:15 PM Winter Street North Street from North from East from South Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:15 PM Winter Street North Street Grand Total Approach % Total % Exiting Leg Total Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from East from South from West Total Class:Buses Winter Street North Street Winter Street North Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 PDI File #:217899 C Location:N: Winter Street S: Winter Street Location:E: North Street W: North Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 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 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 000000100100000010012 010010100100000020024 000000100101001010013 0100104004010010400410 100010100100000000002 000000200200000000002 000000000000000010011 000000000001001000001 100010300301001010016 1100207007020020500516 50.0 50.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 6.3 6.3 0.0 0.0 12.5 0.0 43.8 0.0 0.0 43.8 0.0 12.5 0.0 0.0 12.5 0.0 31.3 0.0 0.0 31.3 251816 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000100100000010012 010010100100000020024 000000100101001010013 100010100100000000002 1100204004010010400411 50.0 50.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.250 0.250 0.000 0.000 0.500 0.000 1.000 0.000 0.000 1.000 0.000 0.250 0.000 0.000 0.250 0.000 0.500 0.000 0.000 0.500 0.688 1100204004010010400411 141511 382922 Entering Leg Exiting Leg Total 4:30 PM 4:45 PM 5:00 PM Total Volume % Approach Total PHF from West Total 4:15 PM Winter Street North Street from North from East from South Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:15 PM Winter Street North Street Grand Total Approach % Total % Exiting Leg Total Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from East from South from West Total Class:Single‐Unit Trucks Winter Street North Street Winter Street North Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 PDI File #:217899 C Location:N: Winter Street S: Winter Street Location:E: North Street W: North Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 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 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 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000010011 000000000000000000000 000000000000000010011 000000000000000010011 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 100.0 01001 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 000000000000000010011 0.0 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 0.250 0.000 0.000 0.250 0.250 000000000000000010011 01001 01012 Entering Leg Exiting Leg Total 5:00 PM 5:15 PM 5:30 PM Total Volume % Approach Total PHF from West Total 4:45 PM Winter Street North Street from North from East from South Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:45 PM Winter Street North Street Grand Total Approach % Total % Exiting Leg Total Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from East from South from West Total Class:Articulated Trucks Winter Street North Street Winter Street North Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 PDI File #:217899 C Location:N: Winter Street S: Winter Street Location:E: North Street W: North Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 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 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 0000000010000100000000000000 1 0000000010000100000110000000 2 0000000020000200000110000000 3 0000000000000000000000100001 1 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000100001 1 0000000000000000000000200002 2 0000000020000200000110200002 5 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 0.0 100.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 40.0 0.0 0.0 0.0 0.0 40.0 0.0 0.0 0.0 0.0 0.0 20.0 20.0 0.0 40.0 0.0 0.0 0.0 0.0 40.0 02125 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 0000000010000100000000000000 1 0000000010000100000110000000 2 0000000000000000000000100001 1 0000000020000200000110100001 4 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 0.0 100.0 0.0 100.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.250 0.250 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.500 0000000020000200000110100001 4 01124 03238 Entering Leg Exiting Leg Total 4:45 PM 5:00 PM Total Volume % Approach Total PHF from West Total 4:15 PM 4:30 PM North Street from North from East from South 4:15 PM Winter Street North Street Winter Street Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: Approach % Total % Exiting Leg Total Grand Total 5:15 PM 5:30 PM 5:45 PM Total 4:15 PM 4:30 PM 4:45 PM Total 5:00 PM 4:00 PM Total from North from East from South from West Class:Bicycles (on Roadway and Crosswalks) Winter Street North Street Winter Street North Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 PDI File #:217899 C Location:N: Winter Street S: Winter Street Location:E: North Street W: North Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 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 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 0000000000000000000000000112 2 0000101000000000000000000000 1 0000000000002200001010000101 4 0000000000000000000000000000 0 0000101000002200001010000213 7 0000011000000000001010000000 2 0000011000023500000220000022 10 0000000000000000000220000101 3 0000033000000000000000000000 3 0000055000023500001450000123 18 0000156000025700002460000336 25 000016.7 83.3 000028.6 71.4 000033.3 66.7 00005050 0000420240000820280000816240000121224 676625 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 0000011000000000001010000000 2 0000011000023500000220000022 10 0000000000000000000220000101 3 0000033000000000000000000000 3 0000055000023500001450000123 18 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 40.0 60.0 0.0 0.0 0.0 0.0 20.0 80.0 0.0 0.0 0.0 0.0 33.3 66.7 0.000 0.000 0.000 0.000 0.000 0.417 0.417 0.000 0.000 0.000 0.000 0.250 0.250 0.250 0.000 0.000 0.000 0.000 0.250 0.500 0.625 0.000 0.000 0.000 0.000 0.250 0.250 0.375 0.450 0000055000023500001450000123 18 555318 10 10 10 6 36 Entering Leg Exiting Leg Total 5:30 PM 5:45 PM Total Volume % Approach Total PHF from West Total 5:00 PM 5:15 PM North Street from North from East from South 5:00 PM Winter Street North Street Winter Street Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: Approach % Total % Exiting Leg Total Grand Total 5:15 PM 5:30 PM 5:45 PM Total 4:15 PM 4:30 PM 4:45 PM Total 5:00 PM 4:00 PM Total from North from East from South from West Class:Pedestrians Winter Street North Street Winter Street North Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 PDI File #:217899 C Location:N: Winter Street S: Winter Street Location:E: North Street W: North Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 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 28801832130270140014530403998 021 6 027 717 1 025 217 2 0211035 3 048121 233 9 044 537 2 044 318 3 0241542 5 062174 2 37 12 0 51 12 47 3 0 62 5 35 8 0 48 12 39 6 0 57 218 6 99 35 0 140 27 122 9 0 158 10 84 13 0 107 42 146 18 0 206 611 02313 036 737 1 045 424 3 031 953 2 064176 2 22 7 0 31 11 41 6 0 58 1 12 4 0 17 17 45 1 0 63 169 41413 031 841 1 050 414 3 021 951 3 063165 7221404364850590930129474060174 13 81 47 0 141 32 167 13 0 212 9 59 13 0 81 44 196 10 0 250 684 19 180 82 0 281 59 289 22 0 370 19 143 26 0 188 86 342 28 0 456 1295 6.8 64.1 29.2 0.0 15.9 78.1 5.9 0.0 10.1 76.1 13.8 0.0 18.9 75.0 6.1 0.0 1.5 13.9 6.3 0.0 21.7 4.6 22.3 1.7 0.0 28.6 1.5 11.0 2.0 0.0 14.5 6.6 26.4 2.2 0.0 35.2 230 443 288 334 1295 19 175 80 0 274 57 280 22 0 359 19 136 23 0 178 84 334 28 0 446 1257 100.0 97.2 97.6 0.0 97.5 96.6 96.9 100.0 0.0 97.0 100.0 95.1 88.5 0.0 94.7 97.7 97.7 100.0 0.0 97.8 97.1 221 433 281 322 1257 0520729001107301028001038 0.0 2.8 2.4 0.0 2.5 3.4 3.1 0.0 0.0 3.0 0.0 4.9 11.5 0.0 5.3 2.3 2.3 0.0 0.0 2.2 2.9 9 10 7 12 38 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 233 9 044 537 2 044 318 3 0241542 5 062174 2 37 12 0 51 12 47 3 0 62 5 35 8 0 48 12 39 6 0 57 218 02313 036 737 1 045 424 3 031 953 2 064176 2 22 7 0 31 11 41 6 0 58 1 12 4 0 17 17 45 1 0 63 169 6 115 41 0 162 35 162 12 0 209 13 89 18 0 120 53 179 14 0 246 737 3.7 71.0 25.3 0.0 16.7 77.5 5.7 0.0 10.8 74.2 15.0 0.0 21.5 72.8 5.7 0.0 0.750 0.777 0.788 0.000 0.794 0.729 0.862 0.500 0.000 0.843 0.650 0.636 0.563 0.000 0.625 0.779 0.844 0.583 0.000 0.961 0.845 6 111 40 0 157 33 156 12 0 201 13 85 16 0 114 51 175 14 0 240 712 100.0 96.5 97.6 0.0 96.9 94.3 96.3 100.0 0.0 96.2 100.0 95.5 88.9 0.0 95.0 96.2 97.8 100.0 0.0 97.6 96.6 0410526008042062400625 0.0 3.5 2.4 0.0 3.1 5.7 3.7 0.0 0.0 3.8 0.0 4.5 11.1 0.0 5.0 3.8 2.2 0.0 0.0 2.4 3.4 6 111 40 0 157 33 156 12 0 201 13 85 16 0 114 51 175 14 0 240 712 0410526008042062400625 6 115 41 0 162 35 162 12 0 209 13 89 18 0 120 53 179 14 0 246 737 132 228 174 178 712 6 56825 138 233 180 186 737 from North from East from South from West Approach % Grand Total North StreetHigh School RoadHigh School Road North Street 7:45 AM from North 8:00 AM from East from West from South High School Road North Street7:30 AM 8:45 AM Total High School Road % Approach Total PHF Cars Enter Leg 8:00 AM 8:15 AM Heavy Vehicles % Total Volume 7:30 AM 7:45 AM North 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: 217899 D N: High School Road S: High School Road E: North Street W: North Street Hyannis, MA VHB/ A. Domogala 82873.21 Wednesday, April 28, 2021 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 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 28801832130270130013529403896 021 6 027 717 1 025 217 2 0211033 3 046119 232 8 042 536 2 043 317 3 0231441 5 060168 2 36 12 0 50 11 46 3 0 60 5 32 7 0 44 12 38 6 0 56 210 6 97 34 0 137 26 120 9 0 155 10 79 12 0 101 41 141 18 0 200 593 02213 035 634 1 041 424 3 031 852 2 062169 2 21 7 0 30 11 40 6 0 57 1 12 3 0 16 17 44 1 0 62 165 41413 031 838 1 047 413 3 020 950 3 062160 7211304164850590820109474060170 13 78 46 0 137 31 160 13 0 204 9 57 11 0 77 43 193 10 0 246 664 19 175 80 0 274 57 280 22 0 359 19 136 23 0 178 84 334 28 0 446 1257 6.9 63.9 29.2 0.0 15.9 78.0 6.1 0.0 10.7 76.4 12.9 0.0 18.8 74.9 6.3 0.0 1.5 13.9 6.4 0.0 21.8 4.5 22.3 1.8 0.0 28.6 1.5 10.8 1.8 0.0 14.2 6.7 26.6 2.2 0.0 35.5 221 433 281 322 1257 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 232 8 042 536 2 043 317 3 0231441 5 060168 2 36 12 0 50 11 46 3 0 60 5 32 7 0 44 12 38 6 0 56 210 02213 035 634 1 041 424 3 031 852 2 062169 2 21 7 0 30 11 40 6 0 57 1 12 3 0 16 17 44 1 0 62 165 6 111 40 0 157 33 156 12 0 201 13 85 16 0 114 51 175 14 0 240 712 3.8 70.7 25.5 0.0 16.4 77.6 6.0 0.0 11.4 74.6 14.0 0.0 21.3 72.9 5.8 0.0 0.750 0.771 0.769 0.000 0.785 0.750 0.848 0.500 0.000 0.838 0.650 0.664 0.571 0.000 0.648 0.750 0.841 0.583 0.000 0.968 0.848 6 111 40 0 157 33 156 12 0 201 13 85 16 0 114 51 175 14 0 240 712 132 228 174 178 712 289 429 288 418 1424 8:15 AM Entering Leg Exiting Leg Total PHF Total Volume Grand Total Approach % Total % Exiting Leg Total 7:30 AM from North % Approach Total Total Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Class: High School Road Cars PDI File #: Location: Location: City, State: North Street Client: Site Code: Count Date: Start Time: End Time: North StreetHigh School Road 217899 D N: High School Road S: High School Road E: North Street W: North Street Hyannis, MA VHB/ A. Domogala 82873.21 Wednesday, April 28, 2021 7:00 AM 9:00 AM High School Road 8:00 AM from East from South from West North Street High School Road North Street 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM Total from North 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 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000000001001010012 000000000000000020022 011020100101001110026 010011100203104010018 0210312003051061500618 010011300400000110027 010010100100101010014 000000300301001010015 011020000001102000004 0310417008022041300420 0520729001107301028001038 0.0 71.4 28.6 0.0 18.2 81.8 0.0 0.0 0.0 70.0 30.0 0.0 20.0 80.0 0.0 0.0 0.0 13.2 5.3 0.0 18.4 5.3 23.7 0.0 0.0 28.9 0.0 18.4 7.9 0.0 26.3 5.3 21.1 0.0 0.0 26.3 9 10 7 12 38 0220415006031040100115 0.0 40.0 100.0 0.0 57.1 50.0 55.6 0.0 0.0 54.5 0.0 42.9 33.3 0.0 40.0 0.0 12.5 0.0 0.0 10.0 39.5 432615 0100114005042062700921 0.0 20.0 0.0 0.0 14.3 50.0 44.4 0.0 0.0 45.5 0.0 57.1 66.7 0.0 60.0 100.0 87.5 0.0 0.0 90.0 55.3 573621 020020000000000000002 0.0 40.0 0.0 0.0 28.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.3 00202 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 011020100101001110026 010011100203104010018 010011300400000110027 010010100100101010014 0410526008042062400625 0.0 80.0 20.0 0.0 25.0 75.0 0.0 0.0 0.0 66.7 33.3 0.0 33.3 66.7 0.0 0.0 0.000 1.000 0.250 0.000 0.625 0.500 0.500 0.000 0.000 0.500 0.000 0.333 0.500 0.000 0.375 0.500 1.000 0.000 0.000 0.750 0.781 0210313004031040000011 0.0 50.0 100.0 0.0 60.0 50.0 50.0 0.0 0.0 50.0 0.0 75.0 50.0 0.0 66.7 0.0 0.0 0.0 0.0 0.0 44.0 0100113004011022400613 0.0 25.0 0.0 0.0 20.0 50.0 50.0 0.0 0.0 50.0 0.0 25.0 50.0 0.0 33.3 100.0 100.0 0.0 0.0 100.0 52.0 010010000000000000001 0.0 25.0 0.0 0.0 20.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.0 0210313004031040000011 0100113004011022400613 010010000000000000001 0410526008042062400625 412411 2 43413 00101 656825 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 7:45 AM 8:00 AM 8:15 AM Total Volume % Approach Total PHF from West Total 7:30 AM from North from East from South 7:30 AM High School Road North Street High School Road North 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:82873.21 North Street from East from South from West High School Road from North Total PDI File #:217899 D Location:N: High School Road S: High School Road Location:E: North Street W: North Street High School Road North Street Class:Heavy Vehicles‐Combined (Buses, Single‐Unit Trucks, Articulated Trucks) Count Date:Wednesday, April 28, 2021 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 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 011020100101001000004 010011000102002000004 021031100203003000008 000000200200000000002 000000000000101000001 000000200200000010013 001010000000000000001 001010400400101010017 0220415006031040100115 0.0 50.0 50.0 0.0 16.7 83.3 0.0 0.0 0.0 75.0 25.0 0.0 0.0 100.0 0.0 0.0 0.0 13.3 13.3 0.0 26.7 6.7 33.3 0.0 0.0 40.0 0.0 20.0 6.7 0.0 26.7 0.0 6.7 0.0 0.0 6.7 432615 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 011020100101001000004 010011000102002000004 000000200200000000002 000000000000101000001 0210313004031040000011 0.0 66.7 33.3 0.0 25.0 75.0 0.0 0.0 0.0 75.0 25.0 0.0 0.0 0.0 0.0 0.0 0.000 0.500 0.250 0.000 0.375 0.250 0.375 0.000 0.000 0.500 0.000 0.375 0.250 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.688 0210313004031040000011 412411 756422 PDI File #:217899 D Location:N: High School Road S: High School Road Location:E: North Street W: North Street Count Date:Wednesday, April 28, 2021 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 Class:Buses High School Road North Street High School Road North 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 7:30 AM High School Road North Street Grand Total Approach % Total % Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: from South from West Total High School Road North Street from North from East PHF Entering Leg Exiting Leg Total 7:30 AM 7:45 AM 8:00 AM 8:15 AM Total Volume % Approach Total from North 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 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000000001001010012 000000000000000020022 000000000000000110022 000000100101102010014 0000001001021031500610 010011100200000110025 000000100100000010012 000000100101001000002 000000000001102000002 0100113004021031200311 0100114005042062700921 0.0 100.0 0.0 0.0 20.0 80.0 0.0 0.0 0.0 66.7 33.3 0.0 22.2 77.8 0.0 0.0 0.0 4.8 0.0 0.0 4.8 4.8 19.0 0.0 0.0 23.8 0.0 19.0 9.5 0.0 28.6 9.5 33.3 0.0 0.0 42.9 573621 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000000000000020022 000000000000000110022 000000100101102010014 010011100200000110025 0100112003011022500713 0.0 100.0 0.0 0.0 33.3 66.7 0.0 0.0 0.0 50.0 50.0 0.0 28.6 71.4 0.0 0.0 0.000 0.250 0.000 0.000 0.250 0.250 0.500 0.000 0.000 0.375 0.000 0.250 0.250 0.000 0.250 0.500 0.625 0.000 0.000 0.875 0.650 0100112003011022500713 253313 3851026 PHF Entering Leg Exiting Leg Total 7:15 AM 7:30 AM 7:45 AM 8:00 AM Total Volume % Approach Total from South from West Total High School Road North Street from North from East Exiting Leg Total 7:15 AM High School Road North 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 High School Road North Street High School Road North Street PDI File #:217899 D Location:N: High School Road S: High School Road Location:E: North Street W: North Street Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Count Date:Wednesday, April 28, 2021 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 from North 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 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 000000000000000000000 000000000000000000000 000000000000000000000 010010000000000000001 000000000000000000000 010010000000000000001 020020000000000000002 020020000000000000002 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00202 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 010010000000000000001 000000000000000000000 010010000000000000001 020020000000000000002 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.500 0.000 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 0.000 0.000 0.000 0.000 0.500 020020000000000000002 00202 20204 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 High School Road North Street from North from East Exiting Leg Total 8:00 AM High School Road North 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 High School Road North Street High School Road North Street PDI File #:217899 D Location:N: High School Road S: High School Road Location:E: North Street W: North Street Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Count Date:Wednesday, April 28, 2021 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 from North 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 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 0000000000010100000000000000 1 0000000100000100000000000000 1 0000000000010100000000000000 1 0000000010000100000000000000 1 0000000110020400000000000000 4 0000000000001100000110000000 2 0000000000000000000110000000 1 0000000000000000000000100001 1 0000000000000000000000000101 1 0000000000001100000220100102 5 0000000110021500000220100102 9 0.0 0.0 0.0 0.0 0.0 0.0 20.0 20.0 0.0 0.0 40.0 20.0 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 0.0 0.0 0.0 11.1 11.1 0.0 0.0 22.2 11.1 55.6 0.0 0.0 0.0 0.0 0.0 22.2 22.2 0.0 11.1 0.0 0.0 11.1 0.0 22.2 14229 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 0000000100000100000000000000 1 0000000000010100000000000000 1 0000000010000100000000000000 1 0000000000001100000110000000 2 0000000110011400000110000000 5 0.0 0.0 0.0 0.0 0.0 0.0 25.0 25.0 0.0 0.0 25.0 25.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.250 0.000 0.000 0.250 0.250 1.000 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 0.000 0.625 0000000110011400000110000000 5 12115 162110 High School Road North Street High School Road Total North Street North 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 7:15 AM High School Road North Street High School Road Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 7:45 AM 8:00 AM Total Volume % Approach Total PHF from West Total 7:15 AM 7:30 AM from North from East from South Entering Leg Exiting Leg Total Class: 217899 D N: High School Road S: High School Road E: North Street W: North Street Hyannis, MA VHB/ A. Domogala 82873.21 Wednesday, April 28, 2021 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 North 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 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 0000000000010100000000000000 1 0000000000010100000000000000 1 0000000000000000000000000000 0 0000000000000000000110000000 1 0000000000020200000110000000 3 0000000000020200000000000000 2 0000022000011200000110000011 6 0000101000000000000110000123 5 0000000000010100000000000000 1 0000123000041500000220000134 14 0000123000061700000330000134 17 000033.3 66.7 000085.7 14.3 00000100 00002575 00005.88 11.8 17.6 000035.3 5.88 41.2 0000017.6 17.6 00005.88 17.6 23.5 373417 Right Thru Left U‐Turn CW‐EB CW‐WB Total Right Thru Left U‐Turn CW‐SB CW‐NB Total Right Thru Left U‐Turn CW‐WB CW‐EB Total Right Thru Left U‐Turn CW‐NB CW‐SB Total 0000000000000000000110000000 1 0000000000020200000000000000 2 0000022000011200000110000011 6 0000101000000000000110000123 5 0000123000031400000330000134 14 0.0 0.0 0.0 0.0 33.3 66.7 0.0 0.0 0.0 0.0 75.0 25.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 25.0 75.0 0.000 0.000 0.000 0.000 0.250 0.250 0.375 0.000 0.000 0.000 0.000 0.375 0.250 0.500 0.000 0.000 0.000 0.000 0.000 0.750 0.750 0.000 0.000 0.000 0.000 0.250 0.375 0.333 0.583 0000123000031400000330000134 14 343414 686828 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 North Street from North from East from South 7:45 AM High School Road North Street High School Road Grand Total Approach % Total % Exiting Leg Total 7:00 AM 7:15 AM 7:30 AM High School Road North Street High School Road Total North Street from North from East Count Date: Start Time: End Time: Class: 217899 D N: High School Road S: High School Road E: North Street W: North Street Hyannis, MA VHB/ A. Domogala 82873.21 Wednesday, April 28, 2021 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 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 4 16 8 0 28 22 79 1 0 102 6 24 8 0 38 6 59 6 0 71 239 41525 044 777 1 085 316 3 022 665 5 076227 9 17 14 0 40 12 61 3 0 76 2 17 6 0 25 6 52 4 0 62 203 32114 038 563 0 068 417 5 026 555 3 063195 20 69 61 0 150 46 280 5 0 331 15 74 22 0 111 23 231 18 0 272 864 11 14 13 0 38 9 61 2 0 72 4 18 7 0 29 3 65 7 0 75 214 812 8 0281461 0 075 319 4 026 262 4 068197 7 8 11 0 26 6 50 0 0 56 6 20 5 0 31 4 57 2 0 63 176 6890231059107042230294552061183 32 42 41 0 115 39 231 3 0 273 17 79 19 0 115 13 239 15 0 267 770 52 111 102 0 265 85 511 8 0 604 32 153 41 0 226 36 470 33 0 539 1634 19.6 41.9 38.5 0.0 14.1 84.6 1.3 0.0 14.2 67.7 18.1 0.0 6.7 87.2 6.1 0.0 3.2 6.8 6.2 0.0 16.2 5.2 31.3 0.5 0.0 37.0 2.0 9.4 2.5 0.0 13.8 2.2 28.8 2.0 0.0 33.0 271 604 155 604 1634 50 109 102 0 261 84 498 8 0 590 32 151 41 0 224 36 460 32 0 528 1603 96.2 98.2 100.0 0.0 98.5 98.8 97.5 100.0 0.0 97.7 100.0 98.7 100.0 0.0 99.1 100.0 97.9 97.0 0.0 98.0 98.1 267 594 153 589 1603 22004113001402002010101131 3.8 1.8 0.0 0.0 1.5 1.2 2.5 0.0 0.0 2.3 0.0 1.3 0.0 0.0 0.9 0.0 2.1 3.0 0.0 2.0 1.9 4 10 2 15 31 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 4 16 8 0 28 22 79 1 0 102 6 24 8 0 38 6 59 6 0 71 239 41525 044 777 1 085 316 3 022 665 5 076227 9 17 14 0 40 12 61 3 0 76 2 17 6 0 25 6 52 4 0 62 203 32114 038 563 0 068 417 5 026 555 3 063195 20 69 61 0 150 46 280 5 0 331 15 74 22 0 111 23 231 18 0 272 864 13.3 46.0 40.7 0.0 13.9 84.6 1.5 0.0 13.5 66.7 19.8 0.0 8.5 84.9 6.6 0.0 0.556 0.821 0.610 0.000 0.852 0.523 0.886 0.417 0.000 0.811 0.625 0.771 0.688 0.000 0.730 0.958 0.888 0.750 0.000 0.895 0.904 19 67 61 0 147 46 273 5 0 324 15 73 22 0 110 23 225 17 0 265 846 95.0 97.1 100.0 0.0 98.0 100.0 97.5 100.0 0.0 97.9 100.0 98.6 100.0 0.0 99.1 100.0 97.4 94.4 0.0 97.4 97.9 1200307007010010610718 5.0 2.9 0.0 0.0 2.0 0.0 2.5 0.0 0.0 2.1 0.0 1.4 0.0 0.0 0.9 0.0 2.6 5.6 0.0 2.6 2.1 19 67 61 0 147 46 273 5 0 324 15 73 22 0 110 23 225 17 0 265 846 1200307007010010610718 20 69 61 0 150 46 280 5 0 331 15 74 22 0 111 23 231 18 0 272 864 136 301 95 314 846 2 62818 138 307 97 322 864 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 4:00 PM 4:15 PM 4:30 PM from North from East from South from West 4:45 PM Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM High School Road North Street High School Road North Street Exiting Leg Total Cars % Cars Exiting Leg Total Heavy Vehicles % Heavy Vehicles Grand Total Approach % Total % Exiting Leg Total Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total from North from East from South from West Class:Cars and Heavy Vehicles (Combined) High School Road North Street High School Road North Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 PDI File #:217899 D Location:N: High School Road S: High School Road Location:E: North Street W: North Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 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 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 315 8 0262276 1 099 623 8 037 658 6 070232 41425 043 776 1 084 316 3 022 664 4 074223 9 17 14 0 40 12 59 3 0 74 2 17 6 0 25 6 49 4 0 59 198 32114 038 562 0 067 417 5 026 554 3 062193 19 67 61 0 147 46 273 5 0 324 15 73 22 0 110 23 225 17 0 265 846 11 14 13 0 38 9 56 2 0 67 4 18 7 0 29 3 64 7 0 74 208 812 8 0281360 0 073 319 4 026 261 4 067194 6 8 11 0 25 6 50 0 0 56 6 19 5 0 30 4 56 2 0 62 173 6890231059107042230294542060182 31 42 41 0 114 38 225 3 0 266 17 78 19 0 114 13 235 15 0 263 757 50 109 102 0 261 84 498 8 0 590 32 151 41 0 224 36 460 32 0 528 1603 19.2 41.8 39.1 0.0 14.2 84.4 1.4 0.0 14.3 67.4 18.3 0.0 6.8 87.1 6.1 0.0 3.1 6.8 6.4 0.0 16.3 5.2 31.1 0.5 0.0 36.8 2.0 9.4 2.6 0.0 14.0 2.2 28.7 2.0 0.0 32.9 267 594 153 589 1603 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 315 8 0262276 1 099 623 8 037 658 6 070232 41425 043 776 1 084 316 3 022 664 4 074223 9 17 14 0 40 12 59 3 0 74 2 17 6 0 25 6 49 4 0 59 198 32114 038 562 0 067 417 5 026 554 3 062193 19 67 61 0 147 46 273 5 0 324 15 73 22 0 110 23 225 17 0 265 846 12.9 45.6 41.5 0.0 14.2 84.3 1.5 0.0 13.6 66.4 20.0 0.0 8.7 84.9 6.4 0.0 0.528 0.798 0.610 0.000 0.855 0.523 0.898 0.417 0.000 0.818 0.625 0.793 0.688 0.000 0.743 0.958 0.879 0.708 0.000 0.895 0.912 19 67 61 0 147 46 273 5 0 324 15 73 22 0 110 23 225 17 0 265 846 136 301 95 314 846 283 625 205 579 1692 Entering Leg Exiting Leg Total 4:15 PM 4:30 PM 4:45 PM Total Volume % Approach Total PHF from West Total 4:00 PM High School Road North Street from North from East from South Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM High School Road North Street Grand Total Approach % Total % Exiting Leg Total Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from East from South from West Total Class:Cars High School Road North Street High School Road North Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 PDI File #:217899 D Location:N: High School Road S: High School Road Location:E: North Street W: North Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 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 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 110020300301001010017 010010100100000011024 000000200200000030035 000000100100000010012 1200307007010010610718 000000500500000010016 000001100200000010013 100010000001001010013 000000000000000010011 1000116007010010400413 22004113001402002010101131 50.0 50.0 0.0 0.0 7.1 92.9 0.0 0.0 0.0 100.0 0.0 0.0 0.0 90.9 9.1 0.0 6.5 6.5 0.0 0.0 12.9 3.2 41.9 0.0 0.0 45.2 0.0 6.5 0.0 0.0 6.5 0.0 32.3 3.2 0.0 35.5 4 10 2 15 31 000000500500000040049 0.0 0.0 0.0 0.0 0.0 0.0 38.5 0.0 0.0 35.7 0.0 0.0 0.0 0.0 0.0 0.0 40.0 0.0 0.0 36.4 29.0 04059 2000218009020020510619 100.0 0.0 0.0 0.0 50.0 100.0 61.5 0.0 0.0 64.3 0.0 100.0 0.0 0.0 100.0 0.0 50.0 100.0 0.0 54.5 61.3 4501019 020020000000000010013 0.0 100.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 0.0 0.0 9.1 9.7 01203 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 110020300301001010017 010010100100000011024 000000200200000030035 000000100100000010012 1200307007010010610718 33.3 66.7 0.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 85.7 14.3 0.0 0.250 0.500 0.000 0.000 0.375 0.000 0.583 0.000 0.000 0.583 0.000 0.250 0.000 0.000 0.250 0.000 0.500 0.250 0.000 0.583 0.643 000000200200000020024 0.0 0.0 0.0 0.0 0.0 0.0 28.6 0.0 0.0 28.6 0.0 0.0 0.0 0.0 0.0 0.0 33.3 0.0 0.0 28.6 22.2 1000105005010010410512 100.0 0.0 0.0 0.0 33.3 0.0 71.4 0.0 0.0 71.4 0.0 100.0 0.0 0.0 100.0 0.0 66.7 100.0 0.0 71.4 66.7 020020000000000000002 0.0 100.0 0.0 0.0 66.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11.1 000000200200000020024 1000105005010010410512 020020000000000000002 1200307007010010610718 02024 2 40612 00202 262818 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 4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from East from South from West Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM High School Road North Street High School Road North 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 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from East from South from West Total Class:Heavy Vehicles‐Combined (Buses, Single‐Unit Trucks, Articulated Trucks) High School Road North Street High School Road North Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 PDI File #:217899 D Location:N: High School Road S: High School Road Location:E: North Street W: North Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 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 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000100100000010012 000000000000000000000 000000100100000010012 000000000000000000000 000000200200000020024 000000300300000010014 000000000000000000000 000000000000000000000 000000000000000010011 000000300300000020025 000000500500000040049 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 55.6 0.0 0.0 55.6 0.0 0.0 0.0 0.0 0.0 0.0 44.4 0.0 0.0 44.4 04059 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 000000100100000010012 000000000000000000000 000000300300000010014 000000400400000020026 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 0.333 0.000 0.000 0.333 0.000 0.000 0.000 0.000 0.000 0.000 0.500 0.000 0.000 0.500 0.375 000000400400000020026 02046 060612 Entering Leg Exiting Leg Total 4:30 PM 4:45 PM 5:00 PM Total Volume % Approach Total PHF from West Total 4:15 PM High School Road North Street from North from East from South Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:15 PM High School Road North Street Grand Total Approach % Total % Exiting Leg Total Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from East from South from West Total Class:Buses High School Road North Street High School Road North Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 PDI File #:217899 D Location:N: High School Road S: High School Road Location:E: North Street W: North Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 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 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 100010200201001000004 000000100100000011023 000000100100000020023 000000100100000010012 1000105005010010410512 000000200200000000002 000001100200000000002 100010000001001010013 000000000000000000000 100011300401001010017 2000218009020020510619 100.0 0.0 0.0 0.0 11.1 88.9 0.0 0.0 0.0 100.0 0.0 0.0 0.0 83.3 16.7 0.0 10.5 0.0 0.0 0.0 10.5 5.3 42.1 0.0 0.0 47.4 0.0 10.5 0.0 0.0 10.5 0.0 26.3 5.3 0.0 31.6 4501019 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 100010200201001000004 000000100100000011023 000000100100000020023 000000100100000010012 1000105005010010410512 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 80.0 20.0 0.0 0.250 0.000 0.000 0.000 0.250 0.000 0.625 0.000 0.000 0.625 0.000 0.250 0.000 0.000 0.250 0.000 0.500 0.250 0.000 0.625 0.750 1000105005010010410512 240612 3911124 Entering Leg Exiting Leg Total 4:15 PM 4:30 PM 4:45 PM Total Volume % Approach Total PHF from West Total 4:00 PM High School Road North Street from North from East from South Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM High School Road North Street Grand Total Approach % Total % Exiting Leg Total Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from East from South from West Total Class:Single‐Unit Trucks High School Road North Street High School Road North Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 PDI File #:217899 D Location:N: High School Road S: High School Road Location:E: North Street W: North Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 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 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 010010000000000000001 010010000000000000001 000000000000000000000 000000000000000000000 020020000000000000002 000000000000000000000 000000000000000010011 000000000000000000000 000000000000000000000 000000000000000010011 020020000000000010013 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 66.7 0.0 0.0 66.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 33.3 0.0 0.0 33.3 01203 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 010010000000000000001 010010000000000000001 000000000000000000000 000000000000000000000 020020000000000000002 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.500 0.000 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 0.000 0.000 0.000 0.000 0.500 020020000000000000002 00202 20204 Entering Leg Exiting Leg Total 4:15 PM 4:30 PM 4:45 PM Total Volume % Approach Total PHF from West Total 4:00 PM High School Road North Street from North from East from South Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM High School Road North Street Grand Total Approach % Total % Exiting Leg Total Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from East from South from West Total Class:Articulated Trucks High School Road North Street High School Road North Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 PDI File #:217899 D Location:N: High School Road S: High School Road Location:E: North Street W: North Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 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 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 0000000010000100001010000101 3 0010001000000001000010000000 2 0010001010000101001020000101 5 0000112000000000000000000000 2 0000000000000000000000000000 0 0000000000000000000000000000 0 0000101000000000000110000000 2 0000213000000000000110000000 4 0010214010000101001130000101 9 0.0 0.0 25.0 0.0 50.0 25.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 33.3 0.0 0.0 33.3 33.3 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 11.1 0.0 22.2 11.1 44.4 0.0 11.1 0.0 0.0 0.0 0.0 11.1 0.0 11.1 0.0 0.0 11.1 11.1 33.3 0.0 0.0 0.0 0.0 11.1 0.0 11.1 41229 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 0000000010000100001010000101 3 0010001000000001000010000000 2 0000112000000000000000000000 2 0010113010000101001020000101 7 0.0 0.0 33.3 0.0 33.3 33.3 0.0 100.0 0.0 0.0 0.0 0.0 0.0 50.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.000 0.000 0.250 0.000 0.250 0.250 0.375 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.250 0.000 0.500 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.583 0010113010000101001020000101 7 31127 623314 Entering Leg Exiting Leg Total 4:45 PM 5:00 PM Total Volume % Approach Total PHF from West Total 4:15 PM 4:30 PM North Street from North from East from South 4:15 PM High School Road North Street High School Road Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: Approach % Total % Exiting Leg Total Grand Total 5:15 PM 5:30 PM 5:45 PM Total 4:15 PM 4:30 PM 4:45 PM Total 5:00 PM 4:00 PM Total from North from East from South from West Class:Bicycles (on Roadway and Crosswalks) High School Road North Street High School Road North Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 PDI File #:217899 D Location:N: High School Road S: High School Road Location:E: North Street W: North Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 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 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 0000000000020200000000000123 5 0000101000000000000000000033 4 0000011000001100000110000000 3 0000000000010100000000000000 1 0000112000031400000110000156 13 0000011000000000001010000000 2 0000123000000000000000000303 6 0000101000001100000220000022 6 0000000000010100000000000000 1 0000235000011200001230000325 15 00003470000426000013400004711 28 000042.9 57.1 000066.7 33.3 00002575 000036.4 63.6 000010.7 14.3 25 000014.3 7.14 21.4 00003.57 10.7 14.3 000014.3 25 39.3 7 6 4 11 28 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 0000000000010100000000000000 1 0000011000000000001010000000 2 0000123000000000000000000303 6 0000101000001100000220000022 6 0000235000011200001230000325 15 0.0 0.0 0.0 0.0 40.0 60.0 0.0 0.0 0.0 0.0 50.0 50.0 0.0 0.0 0.0 0.0 33.3 66.7 0.0 0.0 0.0 0.0 60.0 40.0 0.000 0.000 0.000 0.000 0.500 0.375 0.417 0.000 0.000 0.000 0.000 0.250 0.250 0.500 0.000 0.000 0.000 0.000 0.250 0.250 0.375 0.000 0.000 0.000 0.000 0.250 0.250 0.417 0.625 0000235000011200001230000325 15 523515 10 4 6 10 30 Entering Leg Exiting Leg Total 5:15 PM 5:30 PM Total Volume % Approach Total PHF from West Total 4:45 PM 5:00 PM North Street from North from East from South 4:45 PM High School Road North Street High School Road Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: Approach % Total % Exiting Leg Total Grand Total 5:15 PM 5:30 PM 5:45 PM Total 4:15 PM 4:30 PM 4:45 PM Total 5:00 PM 4:00 PM Total from North from East from South from West Class:Pedestrians High School Road North Street High School Road North Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ A. Domogala Site Code:82873.21 PDI File #:217899 D Location:N: High School Road S: High School Road Location:E: North Street W: North Street Count Date:Wednesday, April 28, 2021 Start Time:4:00 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 Attachments November 2018 Traffic Count Data Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 8700151059307207801500000102 122500371377100100020512600000163 2821004914891901220302205200000223 18270045171001501320471906600000243 66800014654325470426010454115900000731 329003234991101440171303000000206 73000371770130100014501900000156 612001811685084013601900000121 5150020279290128014602000000168 218600107893293804560583008800000651 87166002531436548508820162841247000001382 34.4 65.6 0.0 0.0 16.2 74.1 9.6 0.0 0.0 65.6 34.0 0.4 0.0 0.0 0.0 0.0 6.3 12.0 0.0 0.0 18.3 10.3 47.3 6.2 0.0 63.8 0.0 11.7 6.1 0.1 17.9 0.0 0.0 0.0 0.0 0.0 305 0 252 825 1382 84161002451286198208290162801243000001317 96.6 97.0 0.0 0.0 96.8 89.5 94.6 96.5 0.0 94.0 0.0 100.0 95.2 100.0 98.4 0.0 0.0 0.0 0.0 0.0 95.3 290 0 244 783 1317 3500815353053004040000065 3.4 3.0 0.0 0.0 3.2 10.5 5.4 3.5 0.0 6.0 0.0 0.0 4.8 0.0 1.6 0.0 0.0 0.0 0.0 0.0 4.7 15 0 8 42 65 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 122500371377100100020512600000163 2821004914891901220302205200000223 18270045171001501320471906600000243 329003234991101440171303000000206 611020016378365550498011459117400000835 37.4 62.6 0.0 0.0 15.7 73.3 11.0 0.0 0.0 65.5 33.9 0.6 0.0 0.0 0.0 0.0 0.545 0.879 0.000 0.000 0.832 0.574 0.913 0.724 0.000 0.865 0.000 0.606 0.670 0.250 0.659 0.000 0.000 0.000 0.000 0.000 0.859 59970015669343540466011457117200000794 96.7 95.1 0.0 0.0 95.7 88.5 94.0 98.2 0.0 93.6 0.0 100.0 96.6 100.0 98.9 0.0 0.0 0.0 0.0 0.0 95.1 250079221032002020000041 3.3 4.9 0.0 0.0 4.3 11.5 6.0 1.8 0.0 6.4 0.0 0.0 3.4 0.0 1.1 0.0 0.0 0.0 0.0 0.0 4.9 59970015669343540466011457117200000794 250079221032002020000041 611020016378365550498011459117400000835 183 0 152 459 794 9 0 6 26 41 192 0 158 485 835 from North from East from South from West Approach % Grand Total Main StreetHigh School RoadHigh School Road Ext Main Street 7:45 AM from North 8:00 AM from East from West from South High School Road Ext Main Street7:15 AM 8:45 AM Total High School Road % Approach Total PHF Cars Enter Leg 7:45 AM 8:00 AM Heavy Vehicles % Total Volume 7:15 AM 7:30 AM 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: 186599 C N: High School Road Ext S: High School Road E: Main Street W: Main Street Hyannis, MA VHB/ K. Keen 14072.0 Thursday, November 15, 2018 7:00 AM 9:00 AM Page 1 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 77001485820680770140000096 12240036117210093020412500000154 2720004712841901150302205200000214 1825004315971501270471806500000235 64760014046311460403010451115600000699 228003031901001310171303000000191 7300037176712096014501900000152 612001810615076013501800000112 5150020249090123014602000000163 208500105823083604260582908700000618 84161002451286198208290162801243000001317 34.3 65.7 0.0 0.0 15.4 74.7 9.9 0.0 0.0 66.7 32.9 0.4 0.0 0.0 0.0 0.0 6.4 12.2 0.0 0.0 18.6 9.7 47.0 6.2 0.0 62.9 0.0 12.3 6.1 0.1 18.5 0.0 0.0 0.0 0.0 0.0 290 0 244 783 1317 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 12240036117210093020412500000154 2720004712841901150302205200000214 1825004315971501270471806500000235 228003031901001310171303000000191 59970015669343540466011457117200000794 37.8 62.2 0.0 0.0 14.8 73.6 11.6 0.0 0.0 66.3 33.1 0.6 0.0 0.0 0.0 0.0 0.546 0.866 0.000 0.000 0.830 0.556 0.884 0.711 0.000 0.889 0.000 0.606 0.648 0.250 0.662 0.000 0.000 0.000 0.000 0.000 0.845 59970015669343540466011457117200000794 183 0 152 459 794 339 466 324 459 1588 PDI File #:186599 C Location:N: High School Road Ext S: High School Road Location:E: Main Street W: Main Street Count Date:Thursday, November 15, 2018 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ K. Keen Site Code:14072.0 Total Class:Cars‐Combined (Motorcycles, Cars, Light Goods) High School Road Ext Main Street High School Road Main Street from North from East from South from West Total 8:00 AM 8:15 AM 8:30 AM 8:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 7:15 AM High School Road Ext Main Street High School Road Main Street Total Volume % Approach Total PHF Entering Leg Exiting Leg Total 7:15 AM 7:30 AM 7:45 AM 8:00 AM from North from East from South from West Total Page 2 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 100012110400101000006 010012500700101000009 110022500700000000009 020022300500101000008 240068141023003030000032 11002391013000000000015 000000310400000000004 000001700800101000009 000003200500000000005 110027212030001010000033 3500815353053004040000065 37.5 62.5 0.0 0.0 28.3 66.0 5.7 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 4.6 7.7 0.0 0.0 12.3 23.1 53.8 4.6 0.0 81.5 0.0 0.0 6.2 0.0 6.2 0.0 0.0 0.0 0.0 0.0 15 0 8 42 65 150067182027003030000036 33.3 100.0 0.0 0.0 75.0 46.7 51.4 66.7 0.0 50.9 0.0 0.0 75.0 0.0 75.0 0.0 0.0 0.0 0.0 0.0 55.4 7072236 200028171026001010000029 66.7 0.0 0.0 0.0 25.0 53.3 48.6 33.3 0.0 49.1 0.0 0.0 25.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 44.6 8012029 000000000000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 010012500700101000009 110022500700000000009 020022300500101000008 11002391013000000000015 250079221032002020000041 28.6 71.4 0.0 0.0 28.1 68.8 3.1 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.500 0.625 0.000 0.000 0.875 0.750 0.611 0.250 0.000 0.615 0.000 0.000 0.500 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.683 150066131020001010000027 50.0 100.0 0.0 0.0 85.7 66.7 59.1 100.0 0.0 62.5 0.0 0.0 50.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 65.9 10001390012001010000014 50.0 0.0 0.0 0.0 14.3 33.3 40.9 0.0 0.0 37.5 0.0 0.0 50.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 34.1 000000000000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 150066131020001010000027 10001390012001010000014 000000000000000000000 250079221032002020000041 6061527 3 0 0 11 14 00000 9062641 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 7:30 AM 7:45 AM 8:00 AM Total Volume % Approach Total PHF from West Total 7:15 AM from North from East from South 7:15 AM High School Road Ext Main Street High School Road 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/ K. Keen Site Code:14072.0 Main Street from East from South from West High School Road from North Total PDI File #:186599 C Location:N: High School Road Ext S: High School Road Location:E: Main Street W: Main Street High School Road Ext Main Street Class:Heavy Vehicles‐Combined (Buses, Single‐Unit Trucks, Articulated Trucks) Count Date:Thursday, November 15, 2018 Start Time: Page 3 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 76001354520520460100000075 1020003084910067018112000000117 2518004310721801000281704500000188 1622003814851401130431706000000211 5866001243725144033209341113500000591 224002625811001160131302600000168 7250032136211086013501800000136 4100014955406801240160000098 4130017238290114012601800000149 17720089702803403840502807800000551 75138002131075317807160143691213000001142 35.2 64.8 0.0 0.0 14.9 74.2 10.9 0.0 0.0 67.1 32.4 0.5 0.0 0.0 0.0 0.0 6.6 12.1 0.0 0.0 18.7 9.4 46.5 6.8 0.0 62.7 0.0 12.5 6.0 0.1 18.7 0.0 0.0 0.0 0.0 0.0 250 0 217 675 1142 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 2518004310721801000281704500000188 1622003814851401130431706000000211 224002625811001160131302600000168 7250032136211086013501800000136 5089001396230053041509752014900000703 36.0 64.0 0.0 0.0 14.9 72.3 12.8 0.0 0.0 65.1 34.9 0.0 0.0 0.0 0.0 0.0 0.500 0.890 0.000 0.000 0.808 0.620 0.882 0.736 0.000 0.894 0.000 0.564 0.765 0.000 0.621 0.000 0.000 0.000 0.000 0.000 0.833 5089001396230053041509752014900000703 159 0 142 402 703 298 415 291 402 1406 8:15 AM Entering Leg Exiting Leg Total PHF Total Volume Grand Total Approach % Total % Exiting Leg Total 7:30 AM from North % Approach Total Total Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Class: High School Road Ext Cars PDI File #: Location: Location: City, State: Main Street Client: Site Code: Count Date: Start Time: End Time: Main StreetHigh School Road 186599 C N: High School Road Ext S: High School Road E: Main Street W: Main Street Hyannis, MA VHB/ K. Keen 14072.0 Thursday, November 15, 2018 7:00 AM 9:00 AM High School Road Ext 8:00 AM from East from South from West Main Street High School Road Main Street 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM Total from North from East from South from West Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Page 4 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 010013130016031040000021 240063230026013040000036 220042121015025070000026 230051121014041050000024 610001696020710101002000000107 04004690015040040000023 05005451010010010000016 2200416108011020000014 1200318009020020000014 313001612282042081090000067 92300322188401130181102900000174 28.1 71.9 0.0 0.0 18.6 77.9 3.5 0.0 0.0 62.1 37.9 0.0 0.0 0.0 0.0 0.0 5.2 13.2 0.0 0.0 18.4 12.1 50.6 2.3 0.0 64.9 0.0 10.3 6.3 0.0 16.7 0.0 0.0 0.0 0.0 0.0 39 0 27 108 174 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 240063230026013040000036 220042121015025070000026 230051121014041050000024 04004690015040040000023 613001912562070011902000000109 31.6 68.4 0.0 0.0 17.1 80.0 2.9 0.0 0.0 55.0 45.0 0.0 0.0 0.0 0.0 0.0 0.750 0.813 0.000 0.000 0.792 0.500 0.609 0.500 0.000 0.673 0.000 0.688 0.450 0.000 0.714 0.000 0.000 0.000 0.000 0.000 0.757 613001912562070011902000000109 23 0 15 71 109 42 70 35 71 218 PDI File #:186599 C Location:N: High School Road Ext S: High School Road Location:E: Main Street W: Main Street Count Date:Thursday, November 15, 2018 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ K. Keen Site Code:14072.0 Total Class:Light Goods Vehicle High School Road Ext Main Street High School Road Main Street from North from East from South from West Total 8:00 AM 8:15 AM 8:30 AM 8:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 7:15 AM High School Road Ext Main Street High School Road Main Street Total Volume % Approach Total PHF Entering Leg Exiting Leg Total 7:15 AM 7:30 AM 7:45 AM 8:00 AM from North from East from South from West Total Page 5 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000001110300101000004 010011200300000000004 110022300500000000007 020022300500101000008 14005691016002020000023 010011510700000000008 000000100100000000001 000000300300101000004 000000000000000000000 01001191011001010000013 150067182027003030000036 16.7 83.3 0.0 0.0 25.9 66.7 7.4 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 2.8 13.9 0.0 0.0 16.7 19.4 50.0 5.6 0.0 75.0 0.0 0.0 8.3 0.0 8.3 0.0 0.0 0.0 0.0 0.0 7072236 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 010011200300000000004 110022300500000000007 020022300500101000008 010011510700000000008 150066131020001010000027 16.7 83.3 0.0 0.0 30.0 65.0 5.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.250 0.625 0.000 0.000 0.750 0.750 0.650 0.250 0.000 0.714 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.844 150066131020001010000027 6061527 12 20 7 15 54 PDI File #:186599 C Location:N: High School Road Ext S: High School Road Location:E: Main Street W: Main Street Count Date:Thursday, November 15, 2018 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ K. Keen Site Code:14072.0 Class:Buses High School Road Ext Main Street High School Road Main Street Total 7:00 AM 7:15 AM 7:30 AM 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM Exiting Leg Total 7:15 AM High School Road Ext Main Street Grand Total Approach % Total % Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: from South from West Total High School Road Main Street from North from East PHF Entering Leg Exiting Leg Total 7:15 AM 7:30 AM 7:45 AM 8:00 AM Total Volume % Approach Total from North from East from South from West Page 6 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 100011000100000000002 000001300400101000005 000000200200000000002 000000000000000000000 100012500700101000009 100012400600000000007 000000210300000000003 000001400500000000005 000003200500000000005 100016121019000000000020 200028171026001010000029 100.0 0.0 0.0 0.0 30.8 65.4 3.8 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 6.9 0.0 0.0 0.0 6.9 27.6 58.6 3.4 0.0 89.7 0.0 0.0 3.4 0.0 3.4 0.0 0.0 0.0 0.0 0.0 8012029 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 100012400600000000007 000000210300000000003 000001400500000000005 000003200500000000005 100016121019000000000020 100.0 0.0 0.0 0.0 31.6 63.2 5.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.250 0.000 0.000 0.000 0.250 0.500 0.750 0.250 0.000 0.792 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.714 100016121019000000000020 6011320 7 19 1 13 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 High School Road Main Street from North from East Exiting Leg Total 8:00 AM High School Road Ext 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 High School Road Ext Main Street High School Road Main Street PDI File #:186599 C Location:N: High School Road Ext S: High School Road Location:E: Main Street W: Main Street Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Count Date:Thursday, November 15, 2018 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ K. Keen Site Code:14072.0 from North from East from South from West Page 7 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com 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 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 0.0 0.0 0.0 0.0 0.0 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 000000000000000000000 00000 00000 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 High School Road Main Street from North from East Exiting Leg Total 7:00 AM High School Road Ext 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 High School Road Ext Main Street High School Road Main Street PDI File #:186599 C Location:N: High School Road Ext S: High School Road Location:E: Main Street W: Main Street Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Count Date:Thursday, November 15, 2018 Start Time:7:00 AM End Time:9:00 AM City, State:Hyannis, MA Client:VHB/ K. Keen Site Code:14072.0 from North from East from South from West Page 8 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com 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 0000000100000100000110000000 2 0000000011000200000000000000 2 0000000000000000000000000000 0 0000000010000100000000000000 1 0000000121000400000110000000 5 0000000121000400000110000000 5 0.0 0.0 0.0 0.0 0.0 0.0 25.0 50.0 25.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 20.0 40.0 20.0 0.0 0.0 0.0 80.0 0.0 0.0 0.0 0.0 0.0 20.0 20.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10225 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 0000000100000100000110000000 2 0000000011000200000000000000 2 0000000000000000000000000000 0 0000000010000100000000000000 1 0000000121000400000110000000 5 0.0 0.0 0.0 0.0 0.0 0.0 25.0 50.0 25.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.500 0.250 0.000 0.000 0.000 0.500 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 0.625 0000000121000400000110000000 5 10225 143210 High School Road Ext Main Street High School Road Total Main Street 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 8:00 AM High School Road Ext Main Street High School Road Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 8:30 AM 8:45 AM Total Volume % Approach Total PHF from West Total 8:00 AM 8:15 AM from North from East from South Entering Leg Exiting Leg Total Class: 186599 C N: High School Road Ext S: High School Road E: Main Street W: Main Street Hyannis, MA VHB/ K. Keen 14072.0 Thursday, November 15, 2018 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 North from East from South from West Page 9 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn CW‐EB CW‐WB Total Right Thru Left U‐Turn CW‐SB CW‐NB Total Right Thru Left U‐Turn CW‐WB CW‐EB Total Right Thru Left U‐Turn CW‐NB CW‐SB Total 0000011000000000001010000000 2 0000044000000000003140000000 8 0000224000012300001120000000 9 0000404000002200000000000101 7 00006713000014500005270000101 26 0000000000000000000000000000 0 0000123000000000000110000011 5 0000011000000000000000000011 2 0000202000002200001340000011 9 0000336000002200001450000033 16 0000910190000167000066120000134 42 000047.4 52.6 000014.3 85.7 00005050 00002575 000021.4 23.8 45.2 00002.38 14.3 16.7 000014.3 14.3 28.6 00002.38 7.14 9.52 19 7 12 4 42 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 0000011000000000001010000000 2 0000044000000000003140000000 8 0000224000012300001120000000 9 0000404000002200000000000101 7 00006713000014500005270000101 26 0.0 0.0 0.0 0.0 46.2 53.8 0.0 0.0 0.0 0.0 20.0 80.0 0.0 0.0 0.0 0.0 71.4 28.6 0.0 0.0 0.0 0.0 100.0 0.0 0.000 0.000 0.000 0.000 0.375 0.438 0.813 0.000 0.000 0.000 0.000 0.250 0.500 0.417 0.000 0.000 0.000 0.000 0.417 0.500 0.438 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.722 00006713000014500005270000101 26 13 5 7 1 26 26 10 14 2 52 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 Main Street from North from East from South 7:00 AM High School Road Ext Main Street High School Road Grand Total Approach % Total % Exiting Leg Total 7:00 AM 7:15 AM 7:30 AM High School Road Ext Main Street High School Road Total Main Street from North from East Count Date: Start Time: End Time: Class: 186599 C N: High School Road Ext S: High School Road E: Main Street W: Main Street Hyannis, MA VHB/ K. Keen 14072.0 Thursday, November 15, 2018 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 10 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 5170022211071101390251904400000205 42100251712670150015902400000199 61400202315480185012802000000225 81200201814090167012902100000208 236400877952735064106445010900000837 824003220133901620141202600000220 912002118131120161081402200000204 48001214117120143011902000000175 31200151511450134023903200000181 245600806749538060005644010000000780 47 120 0 0 167 146 1022 73 0 1241 0 120 89 0 209 000001617 28.1 71.9 0.0 0.0 11.8 82.4 5.9 0.0 0.0 57.4 42.6 0.0 0.0 0.0 0.0 0.0 2.9 7.4 0.0 0.0 10.3 9.0 63.2 4.5 0.0 76.7 0.0 7.4 5.5 0.0 12.9 0.0 0.0 0.0 0.0 0.0 266 0 193 1158 1617 47 119 0 0 166 142 1011 71 0 1224 0 118 89 0 207 000001597 100.0 99.2 0.0 0.0 99.4 97.3 98.9 97.3 0.0 98.6 0.0 98.3 100.0 0.0 99.0 0.0 0.0 0.0 0.0 0.0 98.8 260 0 190 1147 1597 010014112017020020000020 0.0 0.8 0.0 0.0 0.6 2.7 1.1 2.7 0.0 1.4 0.0 1.7 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 1.2 6031120 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 61400202315480185012802000000225 81200201814090167012902100000208 824003220133901620141202600000220 912002118131120161081402200000204 31620093795583806750464308900000857 33.3 66.7 0.0 0.0 11.7 82.7 5.6 0.0 0.0 51.7 48.3 0.0 0.0 0.0 0.0 0.0 0.861 0.646 0.000 0.000 0.727 0.859 0.906 0.792 0.000 0.912 0.000 0.821 0.768 0.000 0.856 0.000 0.000 0.000 0.000 0.000 0.952 31610092775553606680444308700000847 100.0 98.4 0.0 0.0 98.9 97.5 99.5 94.7 0.0 99.0 0.0 95.7 100.0 0.0 97.8 0.0 0.0 0.0 0.0 0.0 98.8 0100123207020020000010 0.0 1.6 0.0 0.0 1.1 2.5 0.5 5.3 0.0 1.0 0.0 4.3 0.0 0.0 2.2 0.0 0.0 0.0 0.0 0.0 1.2 31610092775553606680444308700000847 0100123207020020000010 31620093795583806750464308900000857 121 0 97 629 847 4 03310 125 0 100 632 857 Heavy Enter Leg Heavy Exiting Leg Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: Cars and Heavy Vehicles (Combined) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Class: 186599 C N: High School Road Ext S: High School Road E: Main Street W: Main Street Hyannis, MA VHB/ K. Keen 14072.0 Thursday, November 15, 2018 4:00 PM 6:00 PM 5:45 PM Total Exiting Leg Total % Heavy Vehicles Exiting Leg Total Total % from North from East Main Street High School Road from South from West Total Total Exiting Leg 4:30 PM 4:45 PM 5:00 PM 5:15 PM Total Volume % Approach Total PHF Cars Cars % Heavy Vehicles Heavy Vehicles % Cars Enter Leg Total Entering Leg Cars Exiting Leg 4:30 PM High School Road Ext Main Street Total 4:30 PM 4:45 PM Total 4:00 PM 5:15 PM 5:30 PM Heavy Vehicles Exiting Leg Total % Cars Cars 4:15 PM 5:00 PM Approach % Grand Total Main StreetHigh School RoadHigh School Road Ext Main Street from North from East from South from West Page 1 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 5170022191051101350251904400000201 42100251712270146015902400000195 61300192315480185012802000000224 81200201713890164010901900000203 236300867651935063006245010700000823 824003220132801600141202600000218 912002117131110159081402200000202 48001214116120142011902000000174 31200151511350133023903200000180 245600806649236059405644010000000774 47 119 0 0 166 142 1011 71 0 1224 0 118 89 0 207 000001597 28.3 71.7 0.0 0.0 11.6 82.6 5.8 0.0 0.0 57.0 43.0 0.0 0.0 0.0 0.0 0.0 2.9 7.5 0.0 0.0 10.4 8.9 63.3 4.4 0.0 76.6 0.0 7.4 5.6 0.0 13.0 0.0 0.0 0.0 0.0 0.0 260 0 190 1147 1597 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 61300192315480185012802000000224 81200201713890164010901900000203 824003220132801600141202600000218 912002117131110159081402200000202 31610092775553606680444308700000847 33.7 66.3 0.0 0.0 11.5 83.1 5.4 0.0 0.0 50.6 49.4 0.0 0.0 0.0 0.0 0.0 0.861 0.635 0.000 0.000 0.719 0.837 0.901 0.818 0.000 0.903 0.000 0.786 0.768 0.000 0.837 0.000 0.000 0.000 0.000 0.000 0.945 31610092775553606680444308700000847 121 0 97 629 847 213 668 184 629 1694 Entering Leg Exiting Leg Total 4:45 PM 5:00 PM 5:15 PM Total Volume % Approach Total PHF from West Total 4:30 PM High School Road Main Street from North from East from South Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:30 PM High School Road Ext Main Street Grand Total Approach % Total % Exiting Leg Total Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from East from South from West Total Class:Cars‐Combined (Motorcycles, Cars, Light Goods) High School Road Ext Main Street High School Road Main Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ K. Keen Site Code:14072.0 PDI File #:186599 C Location:N: High School Road Ext S: High School Road Location:E: Main Street W: Main Street Count Date:Thursday, November 15, 2018 Start Time:4:00 PM Page 2 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000002200400000000004 000000400400000000004 010010000000000000001 000001200302002000005 01001380011020020000014 000000110200000000002 000001010200000000002 000000100100000000001 000000100100000000001 000001320600000000006 010014112017020020000020 0.0 100.0 0.0 0.0 23.5 64.7 11.8 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 5.0 20.0 55.0 10.0 0.0 85.0 0.0 10.0 0.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 6031120 000002310601001000007 0.0 0.0 0.0 0.0 0.0 50.0 27.3 50.0 0.0 35.3 0.0 50.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 35.0 30137 01001281011010010000013 0.0 100.0 0.0 0.0 100.0 50.0 72.7 50.0 0.0 64.7 0.0 50.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 65.0 302813 000000000000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000002200400000000004 000000400400000000004 010010000000000000001 000001200302002000005 01001380011020020000014 0.0 100.0 0.0 0.0 27.3 72.7 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.250 0.000 0.000 0.250 0.375 0.500 0.000 0.000 0.688 0.000 0.250 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.700 000002200401001000005 0.0 0.0 0.0 0.0 0.0 66.7 25.0 0.0 0.0 36.4 0.0 50.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 35.7 010011600701001000009 0.0 100.0 0.0 0.0 100.0 33.3 75.0 0.0 0.0 63.6 0.0 50.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 64.3 000000000000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 000002200401001000005 010011600701001000009 000000000000000000000 01001380011020020000014 30025 2 0169 00000 501814 Total PDI File #:186599 C Location:N: High School Road Ext S: High School Road Location:E: Main Street W: Main Street High School Road Ext Main Street Class:Heavy Vehicles‐Combined (Buses, Single‐Unit Trucks, Articulated Trucks) Count Date:Thursday, November 15, 2018 Start Time: Main Street from East from South from West High School Road from North 4:00 PM End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ K. Keen Site Code:14072.0 4:00 PM 4:15 PM 4:30 PM 5:45 PM Total 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM Grand Total Approach % Total % % Single‐Unit Exiting Leg Total Articulated Trucks % Articulated Exiting Leg Total Exiting Leg Total Buses % Buses Exiting Leg Total Single‐Unit Trucks 4:00 PM High School Road Ext Main Street Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: from West Total 4:00 PM High School Road Main Street from North from East from South Buses Buses % Single‐Unit Trucks Single‐Unit % Articulated Trucks 4:15 PM 4:30 PM 4:45 PM Total Volume % Approach Total PHF Buses Single‐Unit Trucks Articulated Trucks Total Exiting Leg Articulated % Buses Single‐Unit Trucks Articulated Trucks Total Entering Leg Page 3 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 51500201790801150231904200000177 32000231510660127013702000000170 51300182313780168011701800000204 71100181311750135010901900000172 20590079684502705450574209900000723 623002919121801480121202400000201 911002014129110154071302000000194 37001013105120130010801800000158 21200141510650126023703000000170 20530073614613605580524009200000723 40 112 0 0 152 129 911 63 0 1103 0 109 82 0 191 000001446 26.3 73.7 0.0 0.0 11.7 82.6 5.7 0.0 0.0 57.1 42.9 0.0 0.0 0.0 0.0 0.0 2.8 7.7 0.0 0.0 10.5 8.9 63.0 4.4 0.0 76.3 0.0 7.5 5.7 0.0 13.2 0.0 0.0 0.0 0.0 0.0 238 0 175 1033 1446 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 51300182313780168011701800000204 71100181311750135010901900000172 623002919121801480121202400000201 911002014129110154071302000000194 27580085695043206050404108100000771 31.8 68.2 0.0 0.0 11.4 83.3 5.3 0.0 0.0 49.4 50.6 0.0 0.0 0.0 0.0 0.0 0.750 0.630 0.000 0.000 0.733 0.750 0.920 0.727 0.000 0.900 0.000 0.833 0.788 0.000 0.844 0.000 0.000 0.000 0.000 0.000 0.945 27580085695043206050404108100000771 109 0 90 572 771 194 605 171 572 1542 from North from East from South from West Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: Entering Leg Exiting Leg Total 4:30 PM 4:45 PM 5:00 PM 5:15 PM Total Volume % Approach Total PHF High School Road Main Street from North from East from South from West 4:30 PM High School Road Ext Main Street 186599 C N: High School Road Ext S: High School Road E: Main Street W: Main Street Hyannis, MA VHB/ K. Keen 14072.0 Thursday, November 15, 2018 4:00 PM 6:00 PM Main StreetHigh School RoadHigh School Road Ext Cars PDI File #: Location: Location: City, State: Main Street Client: Site Code: Count Date: Start Time: End Time: Class: 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Total Grand Total Approach % Total % Exiting Leg Total Total Total Page 4 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 020022153020020020000024 110022161019022040000025 100010170017011020000020 110024214029000000000031 3400786980850530800000100 210031110012020020000017 010013200501102000008 110021110012011020000016 1000107007002020000010 430075310036044080000051 770014131008012109701600000151 50.0 50.0 0.0 0.0 10.7 82.6 6.6 0.0 0.0 56.3 43.8 0.0 0.0 0.0 0.0 0.0 4.6 4.6 0.0 0.0 9.3 8.6 66.2 5.3 0.0 80.1 0.0 6.0 4.6 0.0 10.6 0.0 0.0 0.0 0.0 0.0 22 0 15 114 151 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 020022153020020020000024 110022161019022040000025 100010170017011020000020 110024214029000000000031 3400786980850530800000100 42.9 57.1 0.0 0.0 9.4 81.2 9.4 0.0 0.0 62.5 37.5 0.0 0.0 0.0 0.0 0.0 0.750 0.500 0.000 0.000 0.875 0.500 0.821 0.500 0.000 0.733 0.000 0.625 0.375 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.806 3400786980850530800000100 13 0 12 75 100 20 85 20 75 200 Entering Leg Exiting Leg Total 4:15 PM 4:30 PM 4:45 PM Total Volume % Approach Total PHF from West Total 4:00 PM High School Road Main Street from North from East from South Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM High School Road Ext Main Street Grand Total Approach % Total % Exiting Leg Total Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from East from South from West Total Class:Light Goods Vehicle High School Road Ext Main Street High School Road Main Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ K. Keen Site Code:14072.0 PDI File #:186599 C Location:N: High School Road Ext S: High School Road Location:E: Main Street W: Main Street Count Date:Thursday, November 15, 2018 Start Time:4:00 PM Page 5 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000002100300000000003 000000100100000000001 000000000000000000000 000000000001001000001 000002200401001000005 000000010100000000001 000000000000000000000 000000000000000000000 000000100100000000001 000000110200000000002 000002310601001000007 0.0 0.0 0.0 0.0 33.3 50.0 16.7 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 28.6 42.9 14.3 0.0 85.7 0.0 14.3 0.0 0.0 14.3 0.0 0.0 0.0 0.0 0.0 30137 Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000002100300000000003 000000100100000000001 000000000000000000000 000000000001001000001 000002200401001000005 0.0 0.0 0.0 0.0 50.0 50.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.250 0.500 0.000 0.000 0.333 0.000 0.250 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.417 000002200401001000005 30025 341210 from North from East from South from West Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: Total Total Volume % Approach Total PHF Entering Leg Exiting Leg Total 4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from East from South from West Main Street High School Road Main Street4:00 PM High School Road Ext Exiting Leg Total Grand Total Approach % Total % 5:45 PM Total 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 4:00 PM 4:15 PM 4:30 PM Total Class:Buses High School Road Ext Main Street High School Road Main Street End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ K. Keen Site Code:14072.0 PDI File #:186599 C Location:N: High School Road Ext S: High School Road Location:E: Main Street W: Main Street Count Date:Thursday, November 15, 2018 Start Time:4:00 PM Page 6 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com 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 000000300300000000003 010010000000000000001 000001200301001000004 010011600701001000009 000000100100000000001 000001010200000000002 000000100100000000001 000000000000000000000 000001210400000000004 01001281011010010000013 0.0 100.0 0.0 0.0 18.2 72.7 9.1 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.7 0.0 0.0 7.7 15.4 61.5 7.7 0.0 84.6 0.0 7.7 0.0 0.0 7.7 0.0 0.0 0.0 0.0 0.0 302813 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 000000300300000000003 010010000000000000001 000001200301001000004 010011600701001000009 0.0 100.0 0.0 0.0 14.3 85.7 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.250 0.000 0.000 0.250 0.250 0.500 0.000 0.000 0.583 0.000 0.250 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.563 010011600701001000009 20169 372618 from North from East from South from West Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: PDI File #:186599 C Location:N: High School Road Ext S: High School Road Location:E: Main Street W: Main Street Count Date:Thursday, November 15, 2018 Start Time:4:00 PM End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ K. Keen Site Code:14072.0 Class:Single‐Unit Trucks High School Road Ext Main Street High School Road Main Street Total 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 4:00 PM 4:15 PM 4:30 PM 5:45 PM Total Exiting Leg Total Grand Total Approach % Total % 4:00 PM High School Road Ext from North from East from South from West Main Street High School Road Main Street Total Total Volume % Approach Total PHF Entering Leg Exiting Leg Total 4:00 PM 4:15 PM 4:30 PM 4:45 PM Page 7 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total Right Thru Left U‐Turn Total 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 0.0 0.0 0.0 0.0 0.0 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 000000000000000000000 00000 00000 from North from East from South from West Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: PDI File #:186599 C Location:N: High School Road Ext S: High School Road Location:E: Main Street W: Main Street Count Date:Thursday, November 15, 2018 Start Time:4:00 PM End Time:6:00 PM City, State:Hyannis, MA Client:VHB/ K. Keen Site Code:14072.0 Class:Articulated Trucks High School Road Ext Main Street High School Road Main Street Total 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 4:00 PM 4:15 PM 4:30 PM 5:45 PM Total Exiting Leg Total Grand Total Approach % Total % 4:00 PM High School Road Ext from North from East from South from West Main Street High School Road Main Street Total Total Volume % Approach Total PHF Entering Leg Exiting Leg Total 4:00 PM 4:15 PM 4:30 PM 4:45 PM Page 8 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn CW‐EB CW‐WB Total Right Thru Left U‐Turn CW‐SB CW‐NB Total Right Thru Left U‐Turn CW‐WB CW‐EB Total Right Thru Left U‐Turn CW‐NB CW‐SB Total 0000000000000000000110000000 1 0000101000000000000000000000 1 0000101000000000001010000000 2 0000022000000000000000000000 2 0000224000000000001120000000 6 0000000010000100000000000000 1 0000000000000000000000000000 0 0000000000000000000000000000 0 0000011000000000000000000000 1 0000011010000100000000000000 2 0000235010000100001120000000 8 0.0 0.0 0.0 0.0 40.0 60.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 25.0 37.5 62.5 0.0 12.5 0.0 0.0 0.0 0.0 12.5 0.0 0.0 0.0 0.0 12.5 12.5 25.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50218 Right Thru Left U‐Turn CW‐EB CW‐WB Total Right Thru Left U‐Turn CW‐SB CW‐NB Total Right Thru Left U‐Turn CW‐WB CW‐EB Total Right Thru Left U‐Turn CW‐NB CW‐SB Total 0000000000000000000110000000 1 0000101000000000000000000000 1 0000101000000000001010000000 2 0000022000000000000000000000 2 0000224000000000001120000000 6 0.0 0.0 0.0 0.0 50.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.500 0.250 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 0.250 0.500 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.750 0000224000000000001120000000 6 40206 804012 from North from East from South from West Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: Class: 186599 C N: High School Road Ext S: High School Road E: Main Street W: Main Street Hyannis, MA VHB/ K. Keen 14072.0 Thursday, November 15, 2018 4:00 PM 6:00 PM Bicycles (on Roadway and Crosswalks) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Entering Leg Exiting Leg Total 4:30 PM 4:45 PM Total Volume % Approach Total PHF from West 4:00 PM 4:15 PM High School Road Main Street from North from East from South 4:00 PM High School Road Ext Main Street Grand Total Approach % Total % Exiting Leg Total Total 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM Total High School Road Ext Main Street High School Road Total Main Street Page 9 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U‐Turn CW‐EB CW‐WB Total Right Thru Left U‐Turn CW‐SB CW‐NB Total Right Thru Left U‐Turn CW‐WB CW‐EB Total Right Thru Left U‐Turn CW‐NB CW‐SB Total 00002460000000000037100000426 22 0000325000020200002240000112 13 0000112000020200002240000000 8 0000213000000000002020000101 6 0000881600004040000911200000639 49 0000325000000000000000000000 5 0000224000000000004040000101 9 0000202000000000000000000000 2 0000000000000000002020000101 3 00007411000000000006060000202 19 00001512270000404000015112600008311 68 000055.6 44.4 00001000 000057.7 42.3 000072.7 27.3 000022.1 17.6 39.7 00005.88 0 5.88 000022.1 16.2 38.2 000011.8 4.41 16.2 27 4 26 11 68 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 00002460000000000037100000426 22 0000325000020200002240000112 13 0000112000020200002240000000 8 0000213000000000002020000101 6 0000881600004040000911200000639 49 0.0 0.0 0.0 0.0 50.0 50.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 45.0 55.0 0.0 0.0 0.0 0.0 66.7 33.3 0.000 0.000 0.000 0.000 0.667 0.500 0.667 0.000 0.000 0.000 0.000 0.500 0.000 0.500 0.000 0.000 0.000 0.000 0.750 0.393 0.500 0.000 0.000 0.000 0.000 0.375 0.375 0.375 0.557 0000881600004040000911200000639 49 16 4 20 9 49 32 8 40 18 98 from South from West Count Date: Start Time: End Time: Class: 186599 C N: High School Road Ext S: High School Road E: Main Street W: Main Street Hyannis, MA VHB/ K. Keen 14072.0 Thursday, November 15, 2018 4:00 PM 6:00 PM Pedestrians PDI File #: Location: Location: City, State: Client: Site Code: High School Road Ext Main Street High School Road Total Main Street from North from East 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM Total Grand Total Approach % Total % Exiting Leg Total 4:00 PM High School Road Ext Main Street Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: from West Total 4:00 PM High School Road Main Street from North from East from South Entering Leg Exiting Leg Total 4:15 PM 4:30 PM 4:45 PM Total Volume % Approach Total PHF Page 10 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Attachments Count Adjustment Factor CCC Monthly Adjustment Factors 2018 Traffic Counting Report Page 17 Table 5: Monthly Adjustment Factors for Cape Cod Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 2011* 1.26 1.25 1.20 1.06 0.96 0.89 0.76 0.76 0.92 0.99 1.08 1.14 2010 1.26 1.25 1.19 1.08 0.95 0.88 0.77 0.76 0.93 1.00 1.08 1.15 2009 1.26 1.25 1.19 1.08 0.95 0.88 0.77 0.76 0.93 1.00 1.08 1.15 2008 1.21 1.25 1.19 1.08 0.96 0.89 0.78 0.76 0.93 1.00 1.07 1.14 2007 1.25 1.21 1.17 1.06 0.96 0.86 0.78 0.79 0.93 1.00 1.08 1.14 2006 1.26 1.20 1.18 1.04 0.96 0.86 0.78 0.79 0.93 0.99 1.07 1.12 2005 1.27 1.23 1.18 1.06 0.96 0.85 0.77 0.78 0.93 0.99 1.08 1.15 2004 1.27 1.23 1.18 1.06 0.96 0.85 0.77 0.78 0.93 0.99 1.08 1.15 2003 1.29 1.23 1.16 1.06 0.99 0.87 0.79 0.77 0.95 0.99 1.07 1.14 2002 1.30 1.24 1.16 1.06 0.98 0.86 0.79 0.78 0.93 0.97 1.08 1.14 2001 1.34 1.27 1.18 1.06 0.97 0.86 0.78 0.78 0.94 0.97 1.08 1.13 2000 1.37 1.28 1.20 1.07 0.96 0.87 0.77 0.78 0.93 0.97 1.09 1.14 1999 1.37 1.29 1.23 1.09 0.96 0.87 0.76 0.77 0.94 0.99 1.10 1.15 1998 1.39 1.27 1.23 1.11 0.95 0.87 0.76 0.76 0.93 0.99 1.10 1.16 1997 1.38 1.29 1.22 1.10 0.96 0.86 0.76 0.75 0.92 0.99 1.10 1.19 1996 1.41 1.30 1.22 1.07 0.96 0.86 0.75 0.75 0.91 0.99 1.10 1.19 1995 1.36 1.33 1.24 1.07 0.97 0.86 0.75 0.75 0.90 0.99 1.10 1.19 1994 1.35 1.31 1.25 1.06 0.93 0.86 0.73 0.74 0.89 0.97 1.09 1.15 1993 1.35 1.30 1.24 1.07 0.92 0.85 0.75 0.75 0.90 0.99 1.10 1.17 1992 1.37 1.32 1.29 1.08 0.94 0.87 0.75 0.76 0.90 1.01 1.14 1.21 1991 1.39 1.30 1.22 1.08 0.94 0.87 0.76 0.77 0.95 1.02 1.12 1.20 1990 1.31 1.26 1.16 1.06 0.96 0.85 0.73 0.74 0.94 0.99 1.10 1.22 1989 1.37 1.38 1.25 1.13 0.99 0.89 0.72 0.73 0.94 1.03 1.15 1.17 1988 1.38 1.30 1.21 1.10 0.99 0.83 0.72 0.73 0.91 1.02 1.11 1.15 1987 1.40 1.39 1.23 1.10 0.94 0.85 0.71 0.73 0.96 1.02 1.18 1.25 1986 1.35 1.31 1.21 1.09 1.05 0.84 0.73 0.75 0.96 1.04 1.17 1.22 1985 1.31 1.26 1.17 1.07 0.96 0.92 0.84 0.83 0.97 0.97 1.14 1.16 1984 1.55 1.36 1.46 1.12 1.03 0.85 0.73 0.73 0.94 1.07 1.14 1.24 1983 1.53 1.51 1.30 1.15 0.98 0.82 0.65 0.66 0.87 1.07 1.23 1.30 Source: Massachusetts Highway Department / Mass DOT *2011 is the last year that MassDOT has supplied monthly adjustment factors Attachments Count Adjustment Factor CCC Traffic Growth Rates 2018 Traffic Counting Report Page 23 7.2. CAPE-WIDE TRAFFIC The chart below shows ten-year moving average traffic growth beginning the period 1988-1998. This chart has been updated using an improved methodology as compared to previous traffic counting reports. After several periods of positive growth, declines began in the period 1998- 2008. The ten-year period between 2008 and 2018 shows a third period in a row with ten-year positive growth. In 1999-2009, we see the most severe 10-year drop in traffic volumes since the CCC has been keeping track of the statistic (-9.64%). While one may be tempted to assume this means traffic has decreased in 2009 since 2008, it is important to remember that the 10-year period ending in 2008 includes comparisons beginning with 1998 – a year that had significantly lower traffic volumes than the year 1999. 1999 volumes are included in the 10-year analysis for 1999-2009 and contribute to the 10-year decline Figure 4: Percentage Change for 10-Year Periods -15 -10 -5 0 5 10 15 20 1988-19981989-19991990-20001991-20011992-20021993-20031994-20041995-20051996-20061997-20071998-20081999-20092000-20102001-20112002-20122003-20132004-20142005-20152006-20162007-20172008-2018Percent Change Page 24 2018 Traffic Counting Report for the period. Cape-wide traffic actually increased from 2008 to 2009 by 2.9%. The following table shows the growth rates for various sub-regions and roads of Cape Cod over a 10-year period. The average annual growth rate between 2008 and 2018 is 0.44% for all of Cape Cod. From 2008 to 2018 all four regions on Cape Cod showed positive growth. All four regions showed positive one-year growth, with the highest being the Outer-Cape. Table 8: Cape Cod Summer Traffic Growth by Subregion Region* Number of Comparisons** 10-Year Total Growth (%) 10-Year Annual Average Growth Rate (%) One-Year Growth Rate 2017-2018 (%) Upper Cape 168 5.59 0.54 3.85 Mid-Cape 152 2.70 0.26 1.26 Lower Cape 120 3.65 0.35 1.84 Outer Cape 81 8.80 0.84 4.66 All Roads 518 4.54 0.44 2.92 *Upper = Bourne, Sandwich, Falmouth, Mashpee | Mid = Barnstable, Yarmouth, Dennis Lower = Harwich, Chatham, Brewster, Orleans | Outer = Eastham, Wellfleet, Truro, Provincetown ** Corresponds to ten-year analysis only Regarding the modest traffic volume change from 2008 to 2018 (0.44% per year), it is unclear what is responsible for the stagnation. The Cape- wide population has shown a moderate decline during a portion this time period (see following table), but conventional trip generators (commercial establishments, residences, etc.) have not been reduced. Attachments Count Adjustment Factor 2018 and 2021 Volume Comparison Page 1 of 1TRAFFIC GROWTH CALCULATIONSProject Name:Proposed Dunkin' Donuts - Main StreetCalc. By:ADRate of Growth = 0.005Project No:15279.00AMPMYears of Growth = 3AMPMAMPMLocation:Hyannis, MA1.421.421.391.391.151.10Date:May 20217:15 AM 4:30 PM AM PM AM PM 7:30 AM 4:00 PM AM PM AM PM AM PM2. MAIN STREET AT HIGH SCHOOL ROADMain StreetWB L 55 3878 54 79 5539 2654 36 63 40 65 40WB T 365 558519 793 527 805361 515504 718 579 790 580 790WB R 78 79111 112 113 11464 6589 91 103 100 105 100High School RoadNB L 59 4384 61 85 6257 4880 67 91 74 90 75NB T 114 46162 65 164 6698 50137 70 157 77 155 75High School Road ExtSB T 103 62146 88 149 8977 68107 95 124 104 125 105SB R 61 3187 44 88 4555 3477 47 88 52 90 50Seasonal AdjustmentNOV 2018 VOLUMES SEASONALLY ADJUSTED TO PEAK SEASONSeasonal AdjustmentAPRIL 2021 VOLUMES SEASONALLY ADJUSTED TO PEAK SEASONCOVID AdjustmentINTERSECTION MOVEMENTAPRIL 2021 VOLUMES WITH COVID ADJUSTMENTAPR 2021 EXISTING VOLUMES - RAW2021 EXISTING VOLUMES - ROUNDEDNOV 2018 EXISTING VOLUMES - RAWNOV 2018 VOLUMES GROWN TO 2021\\mawald\0787001\ssheets\Traffic\Volumes_DD Hyannis, Volumes5/13/2021VHB 5/13/2021, 3:55 PM Attachments Trip Generation Worksheets ITE TRIP GENERATION WORKSHEET (10th Edition, Updated 2017) LANDUSE:Drive-In Bank LANDUSE CODE:912 Independent Variable --- 1,000 Sq. Feet Gross Floor Area SETTING/LOCATION:General Urban/Suburban JOB NAME:Cuoto Hyannis FLOOR AREA (KSF):5.00 JOB NUMBER:15279.00 RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 21 0.66 100.03 32.67 408.42 7 2 23 50% 50% AM PEAK OF GENERATOR 53 -- 14.67 4.18 47.03 5 2 23 53% 47% PM PEAK OF GENERATOR 59 -- 20.06 4.54 68.50 5 2 23 50% 50% AM PEAK (ADJACENT ST) 46 -- 9.50 0.89 29.47 5 2 23 58% 42% PM PEAK (ADJACENT ST) 115 -- 20.45 3.04 109.91 4 1 23 50% 50% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 500 250 250 531 266 266 AM PEAK OF GENERATOR 73 39 34 N/A N/A N/A PM PEAK OF GENERATOR 100 50 50 N/A N/A N/A AM PEAK (ADJACENT ST)48 28 20 N/A N/A N/A PM PEAK (ADJACENT ST)102 51 51 N/A N/A N/A RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 5 -- 86.48 42.46 171.78 3 2 5 50% 50% PEAK OF GENERATOR 41 -- 26.35 7.18 107.00 4 2 12 51% 49% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 432 216 216 N/A N/A N/A Caution - Small Sample Size PEAK OF GENERATOR 132 67 65 N/A N/A N/A RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 5 -- 31.96 23.41 69.31 3 2 5 50% 50% PEAK OF GENERATOR 5 0.65 4.79 3.68 7.43 3 2 5 N/A N/A TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 160 80 80 N/A N/A N/A Caution - Small Sample Size PEAK OF GENERATOR 24 N/A N/A 21 N/A N/A Caution - Small Sample Size Directional Distribution Directional Distribution Directional Distribution WEEKDAY SATURDAY SUNDAY \\vhb\gbl\proj\Wat‐TS\15279.00 Cuoto Hyannis\tech\traffic\Trip Gen\Trip Gen Summary 5/18/2021 ITE TRIP GENERATION WORKSHEET (10th Edition, Updated 2017) LANDUSE:Coffee/Donut Shop with Drive-Through Window LANDUSE CODE:937 Independent Variable --- 1,000 Sq. Feet Gross Floor Area SETTING/LOCATION:General Urban/Suburban JOB NAME:Cuoto Hyannis FLOOR AREA (KSF):1.20 (Existing) JOB NUMBER:15279.00 RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 2 -- 820.38 738.66 869.00 2 1 2 50% 50% AM PEAK OF GENERATOR 23 -- 97.96 18.32 282.05 2 0 4 49% 51% PM PEAK OF GENERATOR 9 0.53 37.43 2.09 60.50 2 0 4 51% 49% AM PEAK (ADJACENT ST) 61 -- 88.99 18.32 353.57 2 0 6 51% 49% PM PEAK (ADJACENT ST) 26 -- 43.38 2.09 92.31 2 0 6 50% 50% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 984 492 492 N/A N/A N/A Caution - Small Sample Size AM PEAK OF GENERATOR 118 58 60 N/A N/A N/A PM PEAK OF GENERATOR 45 23 22 41 21 20 AM PEAK (ADJACENT ST)107 54 52 N/A N/A N/A PM PEAK (ADJACENT ST)52 26 26 N/A N/A N/A RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY -- -- -- -- -- -- -- -- -- -- PEAK OF GENERATOR 10 0.58 87.70 48.42 138.28 2 0 6 50% 50% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY N/A N/A N/A N/A N/A N/A PEAK OF GENERATOR 105 53 53 125 63 63 RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY -- -- -- -- -- -- -- -- -- -- PEAK OF GENERATOR -- -- -- -- -- -- -- -- -- -- TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY N/A N/A N/A N/A N/A N/A PEAK OF GENERATOR N/A N/A N/A N/A N/A N/A Directional Distribution Directional Distribution Directional Distribution WEEKDAY SATURDAY SUNDAY \\vhb\gbl\proj\Wat‐TS\15279.00 Cuoto Hyannis\tech\traffic\Trip Gen\Trip Gen Summary 5/18/2021 ITE TRIP GENERATION WORKSHEET (10th Edition, Updated 2017) LANDUSE:Coffee/Donut Shop with Drive-Through Window LANDUSE CODE:937 Independent Variable --- 1,000 Sq. Feet Gross Floor Area SETTING/LOCATION:General Urban/Suburban JOB NAME:Cuoto Hyannis FLOOR AREA (KSF):4.60 (Proposed) JOB NUMBER:15279.00 RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 2 -- 820.38 738.66 869.00 2 1 2 50% 50% AM PEAK OF GENERATOR 23 -- 97.96 18.32 282.05 2 0 4 49% 51% PM PEAK OF GENERATOR 9 0.53 37.43 2.09 60.50 2 0 4 51% 49% AM PEAK (ADJACENT ST) 61 -- 88.99 18.32 353.57 2 0 6 51% 49% PM PEAK (ADJACENT ST) 26 -- 43.38 2.09 92.31 2 0 6 50% 50% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 3,774 1,887 1,887 N/A N/A N/A Caution - Small Sample Size AM PEAK OF GENERATOR 451 221 230 N/A N/A N/A PM PEAK OF GENERATOR 172 88 84 189 97 93 AM PEAK (ADJACENT ST)409 209 201 N/A N/A N/A PM PEAK (ADJACENT ST)200 100 100 N/A N/A N/A RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY -- -- -- -- -- -- -- -- -- -- PEAK OF GENERATOR 10 0.58 87.70 48.42 138.28 2 0 6 50% 50% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY N/A N/A N/A N/A N/A N/A PEAK OF GENERATOR 403 202 202 299 150 150 RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY -- -- -- -- -- -- -- -- -- -- PEAK OF GENERATOR -- -- -- -- -- -- -- -- -- -- TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY N/A N/A N/A N/A N/A N/A PEAK OF GENERATOR N/A N/A N/A N/A N/A N/A Directional Distribution Directional Distribution Directional Distribution WEEKDAY SATURDAY SUNDAY \\vhb\gbl\proj\Wat‐TS\15279.00 Cuoto Hyannis\tech\traffic\Trip Gen\Trip Gen Summary 5/18/2021 ITE TRIP GENERATION WORKSHEET (10th Edition, Updated 2017) LANDUSE:Shopping Center LANDUSE CODE:820 Independent Variable --- 1,000 Sq. Feet Gross Floor Area SETTING/LOCATION:General Urban/Suburban JOB NAME:Cuoto Hyannis FLOOR AREA (KSF):2.37 JOB NUMBER:15279.00 RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 147 0.76 37.75 7.42 207.98 453 9 1,510 50% 50% AM PEAK OF GENERATOR 47 0.71 3.00 0.70 23.74 323 8 1,320 54% 46% PM PEAK OF GENERATOR 53 0.76 4.21 0.78 27.27 298 7 1,320 50% 50% AM PEAK (ADJACENT ST) 84 0.90 0.94 0.18 23.74 351 9 1,510 62% 38% PM PEAK (ADJACENT ST) 261 0.82 3.81 0.74 18.69 327 2 2,200 48% 52% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 89 45 45 472 236 236 AM PEAK OF GENERATOR 7 4 3 84 45 39 PM PEAK OF GENERATOR 10 5 5 38 19 19 AM PEAK (ADJACENT ST)2 1 1 153 95 58 PM PEAK (ADJACENT ST)9 4 5 34 16 18 RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 58 0.71 46.12 13.07 167.89 602 56 1,510 50% 50% PEAK OF GENERATOR 119 0.87 4.50 1.42 15.10 416 4 1,510 52% 48% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 109 55 55 876 438 438 PEAK OF GENERATOR 11 6 5 32 17 15 RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 30 --21.10 4.15 148.15 509 47 1,510 50% 50% PEAK OF GENERATOR 24 --2.79 0.39 12.40 382 47 1,268 49% 51% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 50 25 25 N/A N/A N/A PEAK OF GENERATOR 7 3 3 N/A N/A N/A Directional Distribution Directional Distribution Directional Distribution WEEKDAY SATURDAY SUNDAY \\vhb\gbl\proj\Wat‐TS\15279.00 Cuoto Hyannis\tech\traffic\Trip Gen\Trip Gen Summary 5/18/2021 ITE TRIP GENERATION WORKSHEET (10th Edition, Updated 2017) LANDUSE:Multifamily Housing (Low‐Rise) LANDUSE CODE:220 Independent Variable --- Number of Units SETTING/LOCATION:General Urban/Suburban JOB NAME:Cuoto Hyannis 5 units JOB NUMBER:15279.00 RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 29 0.96 7.32 4.45 10.97 168 5 590 50% 50% AM PEAK OF GENERATOR 36 0.91 0.56 0.34 0.97 161 5 495 28% 72% PM PEAK OF GENERATOR 35 0.94 0.67 0.41 1.25 146 5 495 59% 41% AM PEAK (ADJACENT ST) 42 0.90 0.46 0.18 0.74 199 5 650 23% 77% PM PEAK (ADJACENT ST) 50 0.86 0.56 0.18 1.25 187 5 650 63% 37% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 37 18 18 -3 -2 -2 AM PEAK OF GENERATOR 312 312 PM PEAK OF GENERATOR 321 532 AM PEAK (ADJACENT ST)212 312 PM PEAK (ADJACENT ST)321 432 RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 5 0.93 8.14 3.36 11.40 89 48 148 50% 50% PEAK OF GENERATOR 5 0.92 0.70 0.41 0.93 89 48 148 54% 46% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 41 20 20 -452 -226 -226 Caution - Small Sample Size PEAK OF GENERATOR 4 2 2 -28 N/A N/A Caution - Small Sample Size RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 5 0.96 6.28 2.61 8.22 89 48 148 50% 50% PEAK OF GENERATOR 5 0.93 0.67 0.36 0.93 89 48 148 53% 47% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 31 16 16 -291 -146 -146 Caution - Small Sample Size PEAK OF GENERATOR 3 2 2 -35 N/A N/A Caution - Small Sample Size Directional Distribution Directional Distribution Directional Distribution WEEKDAY SATURDAY SUNDAY \\vhb\gbl\proj\Wat‐TS\15279.00 Cuoto Hyannis\tech\traffic\Trip Gen\Trip Gen Summary 5/18/2021 Attachments Trip Distributions XX = Entering Trips S Signalized Intersection (XX) = Exiting Trips 35% 20% 20% 35%10%10%5%Main Str e et North St r e et +igh Schoo l5oad Ex t :interStreetS S S 10%(35%)(10%)10%10%20% (10%) (20% )5%(20%) [25%](5%)(30%) [25%]20% 20%[-25%] 35% [ 5 0 %][-50%][50%] (45%)[XX] = Pass-by Trips \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\Graphics\FIGURES\Networks_DD Hyannis.dwg Trip 'istribXtion - %anN 442 Main Street +yannis MassachXsetts Not to Scale S Signalized Intersection 35% 20% 20% 35%10%10%5%Main Str e et North St r e et +igh Schoo l5oad Ex t :interStreetS S S (10% ) (35% )10%35%10%[ -15% ][-15%] 1 0 %[15%] 1 0 % (10% ) [ 1 5 %] (20% ) (45% ) [ 1 5 %]5%(5%) (20% ) 20% 35% XX = Entering Trips (XX) = Exiting Trips [XX] = Pass-by Trips \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\Graphics\FIGURES\Networks_DD Hyannis.dwg Trip 'istribXtion - Existing 'XnNin 442 Main Street +yannis MassachXsetts Not to Scale S Signalized Intersection 35% 20% 20% 35%10%10%5%Main Str e et North St r e et +igh Schoo l5oad Ex t :interStreetS S S 10%(35%)(10%)10%10%20% (10%) (20% )5%40%[-25%] 35% [ 5 0 %][-50%][50%] (45%)[50%] [25%]35% (20%)(5%)(30%) [25%]XX = Entering Trips (XX) = Exiting Trips [XX] = Pass-by Trips \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\Graphics\FIGURES\Networks_DD Hyannis.dwg Trip 'istribXtion - Proposed ProMect 442 Main Street +yannis MassachXsetts Not to Scale Attachments Volume Calculations Page 1 of 1TRAFFIC VOLUMESProject Name:Proposed Dunkin' Donuts - Main StreetProject No:15279.00AMPMLocation:Hyannis, MA1.151.10Date:May 2021AM PM AM PM AM PM AM PM AM PM AM PM1. MAIN STREET AT WINTER STREET/DRIVEWAYMain StreetWB L26 2525WB T712 880 -5 -9 705 870 10 4 -55 -22 645 855WB R42 63 16 20 60 85 96 41 140 105DrivewayNB L62 5252NB T25 2525Winter StreetSB T32 5252SB R22 52 16 23 40 75 111 44 135 952. MAIN STREET AT HIGH SCHOOL ROADMain StreetWB L63 40 3 3 65 45 13 5 75 45WB T579 790 9 11 590 800 44 17 625 805WB R103 100 105 100 10 4 95 95High School RoadNB L91 74 90 7590 75NB T157 77 3 3 160 80 3 1 12 5 165 80High School Road ExtSB T124 104 125 105 3 1 120 105SB R88 52 90 50 11 4 75 503. NORTH STREET AT WINTER STREETNorth StreetEB L 47 5845 60 2 1 45 55EB T 332 4286 6 340 435 6 2 46 21 370 445EB R 11 116 6 15 1510 10North StreetWB L 3 11510510WB T 279 429-2 -5 275 425 6 2 -28 -11 245 415WB R 14 2115 2015 20Winter StreetNB L 8 1410 15 20 30 66 25 75 40NB T 16 441 2 15 45 6 2 20 45NB R 21 257 11 30 35 149 62 170 85Winter StreetSB L 24 3125 30 6 3 30 35SB T 14 342 2 15 3515 35SB R 35 5535 55 1 1 35 554. NORTH STREET AT HIGH SCHOOL ROAD EXTNorth StreetEB L 22 2820 3020 30EB T 287 3546 6 295 360 -1 -1 23 11 310 365EB R 85 3585 35 7 3 80 30North StreetWB L 19 820 10 18 710 5WB T 260 4295 6 265 435 6 2 25 10 280 435WB R 56 713 3 60 75 7 3 13 5 60 75High School Road ExtNB L 29 3430 3530 35NB T 143 113145 115 -4 -2 145 115NB R 21 233 3 25 25 12 5 35 30High School Road ExtSB L 45 943 3 50 95 12 5 55 100SB T 168 106170 105 3 1 165 105SB R 47 3145 3045 30Adj April - ex DD + prop tripsAdj April + bankred = manually adjustedCOVID AdjustmentBANK VOLUMES2021 EXISTING VOLUMES WITH BANKADD PROPOSED SITE-GENERATED VOLUMES 2021 BUILD VOLUMESSUBTRACT EXISTING DD VOLUMESINTERSECTION MOVEMENTAPRIL 2021 VOLUMES WITH SEASONAL AND COVID ADJUSTMENT\\mawald\0787001\ssheets\Traffic\Volumes_DD Hyannis, Volumes5/18/2021VHB 5/18/2021, 11:02 AM Page 1 of 1TRIP GEN CALCULATIONS - BANKProject Name:Proposed Dunkin' Donuts - Main StreetLocation:Hyannis, MAProject No:15279.00Date:May 2021ENTER EXIT ENTER EXIT ENTER EXIT TOTAL ENTER EXIT TOTAL TOTAL ENTER EXIT TOTAL ENTER EXIT TOTAL TOTAL1. MAIN STREET AT WINTER STREET/DRIVEWAYMain StreetWB LWB T-50%-5 -5 -5 -9 -9 -9WB R35% 50% 11 11 5 5 16 11 11 9 9 20DrivewayNB LNB TWinter StreetSB TSB R45% 50% 11 11 5 5 16 14 14 9 9 232. MAIN STREET AT HIGH SCHOOL ROADMain StreetWB L10% 3 3 3 3 3 3WB T35% 9 9 9 11 11 11WB RHigh School RoadNB LNB T10% 3 3 3 3 3 3High School Road ExtSB TSB R3. NORTH STREET AT WINTER STREETNorth StreetEB LEB T20% 6 6 6 6 6 6EB R20% 6 6 6 6 6 6North StreetWB LWB T-25%-2 -2 -2 -5 -5 -5WB RWinter StreetNB L30% 25% 8 8 2 2 10 10 10 5 5 15NB T5% 1 1 1 2 2 2NB R20% 25% 55 227 66 5511Winter StreetSB LSB T5% 2 2 2 2 2 2SB R4. NORTH STREET AT HIGH SCHOOL ROAD EXTNorth StreetEB LEB T20% 6 6 6 6 6 6EB RNorth StreetWB LWB T20% 5 5 5 6 6 6WB R10% 3 3 3 3 3 3High School Road ExtNB LNB TNB R 10% 333333High School Road ExtSB L10% 3 3 3 3 3 3SB TSB RTRIP GEN302555 9 9 1873323264181836100AM PEAK HOURPM PEAK HOURINTERSECTION MOVEMENTNEW TRIPS PASS-BYNEW TRIPS PASS-BY TRIPS NEW TRIPS PASS-BY TRIPS\\mawald\0787001\ssheets\Traffic\Volumes_DD Hyannis, Trip Dist-Bank w Passby5/18/2021VHB 5/18/2021, 11:08 AM Page 1 of 1TRIP GEN CALCULATIONS - EXISTING DUNKINProject Name:Proposed Dunkin' Donuts - Main StreetLocation:Hyannis, MAProject No:15279.00Date:May 2021ENTER EXIT ENTER EXIT ENTER EXIT TOTAL ENTER EXIT TOTAL TOTAL ENTER EXIT TOTAL ENTER EXIT TOTAL TOTAL1. MAIN STREET AT WINTER STREET/DRIVEWAYMain StreetWB LWB T35% 10 10 10 4 4 4WB RDrivewayNB LNB TWinter StreetSB TSB R2. MAIN STREET AT HIGH SCHOOL ROADMain StreetWB LWB TWB R35% 10 10 10 4 4 4High School RoadNB LNB T10% 3 3 3 1 1 1High School Road ExtSB T10% 3 3 3 1 1 1SB R35% 11 11 11 4 4 43. NORTH STREET AT WINTER STREETNorth StreetEB L5% 2 2 2 1 1 1EB T20% 6 6 6 2 2 2EB RNorth StreetWB LWB T20% 6 6 6 2 2 2WB RWinter StreetNB LNB TNB RWinter StreetSB LSB TSB R5% 1 1 1 1 1 14. NORTH STREET AT HIGH SCHOOL ROAD EXTNorth StreetEB LEB T10% -15% 3 3 -4 -4 -1 1 1 -2 -2 -1EB R10% 15% 3 34 471 12 23North StreetWB L45% 15% 14 14 4 4 18 5 5 2 2 7WB T20% 6 6 6 2 2 2WB R10% 15% 33 447 11 223High School Road ExtNB LNB T -15%-4 -4 -4 -2 -2 -2NB RHigh School Road ExtSB LSB T10% 3 3 3 1 1 1SB RTRIP GEN 29 31 60 29 29 58 118 12 11 23 11 11 22 45AM PEAK HOURPASS-BY TRIPSPM PEAK HOURPASS-BY TRIPSINTERSECTION MOVEMENTNEW TRIPS NEW TRIPSNEW TRIPSPASS-BY\\mawald\0787001\ssheets\Traffic\Volumes_DD Hyannis, Trip Dist-Existing DD5/18/2021VHB 5/18/2021, 11:08 AM Page 1 of 1TRIP GEN CALCULATIONS - PROPOSED PROJECTProject Name:Proposed Dunkin' Donuts - Main StreetLocation:Hyannis, MAProject No:15279.00Date:May 2021ENTER EXIT ENTER EXIT ENTER EXIT TOTAL ENTER EXIT TOTAL TOTAL ENTER EXIT TOTAL ENTER EXIT TOTAL TOTAL1. MAIN STREET AT WINTER STREET/DRIVEWAYMain StreetWB LWB T-50%-55 -55 -55 -22 -22 -22WB R35% 50% 41 41 55 55 96 19 19 22 22 41DrivewayNB LNB TWinter StreetSB TSB R45% 50% 56 56 55 55 111 22 22 22 22 442. MAIN STREET AT HIGH SCHOOL ROADMain StreetWB L10% 13 13 13 5 5 5WB T35% 44 44 44 17 17 17WB RHigh School RoadNB LNB T10% 12 12 12 5 5 5High School Road ExtSB TSB R3. NORTH STREET AT WINTER STREETNorth StreetEB LEB T40% 46 46 46 21 21 21EB RNorth StreetWB LWB T-25%-28 -28 -28 -11 -11 -11WB RWinter StreetNB L30% 25% 38 38 28 28 66 14 14 11 11 25NB T5% 6 6 6 2 2 2NB R35% 20% 50% 25% 41 25 66 55 28 83 149 19 10 29 22 11 33 62Winter StreetSB L5% 6 6 6 3 3 3SB TSB R4. NORTH STREET AT HIGH SCHOOL ROAD EXTNorth StreetEB LEB T20% 23 23 23 11 11 11EB RNorth StreetWB LWB T20% 25 25 25 10 10 10WB R10% 13 13 13 5 5 5High School Road ExtNB LNB TNB R 10% 1212 12555High School Road ExtSB L10% 12 12 12 5 5 5SB TSB RTRIP GEN 116 125 241 110 110 220 461 53 48 101 43 43 86 187AM PEAK HOURPM PEAK HOURINTERSECTION MOVEMENTNEW TRIPS PASS-BYNEW TRIPS PASS-BY TRIPS NEW TRIPS PASS-BY TRIPS\\mawald\0787001\ssheets\Traffic\Volumes_DD Hyannis, Trip Dist-Prop DD5/18/2021VHB 5/18/2021, 11:09 AM Attachments Synchro Capacity Analysis Worksheets 15279.00 :: Cuoto Hyannis 2021 Existing Conditions - Peak Season 1: Inn Dwy/Winter Street & Main Street Timing Plan: AM Peak \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\tech\traffic\Synchro\EX-PK-AM.syn HCM 6th TWSC VHB/AD 05/18/2021 Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 2 705 60 5 2 0 0 5 40 Future Vol, veh/h 0 0 0 2 705 60 5 2 0 0 5 40 Conflicting Peds, #/hr 0 0 0004000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - ----------- Veh in Median Storage, # - 2 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 81 81 81 42 42 42 67 67 67 Heavy Vehicles, % 2 2 2 0 6 15 0 0 0 0 0 21 Mvmt Flow 0 0 0 2 870 74 12 5 0 0 7 60 Major/Minor Major2 Minor1 Minor2 Conflicting Flow All 0 0 0 443 952 - - 915 476 Stage 1 - - - 0 0 - - 915 - Stage 2 - - - 443 952 - - 0 - Critical Hdwy 4.1 - - 7.5 6.5 - - 6.5 7.32 Critical Hdwy Stg 1 - - - - - - - 5.5 - Critical Hdwy Stg 2 - - - 6.5 5.5 - - - - Follow-up Hdwy 2.2 - - 3.5 4 - - 4 3.51 Pot Cap-1 Maneuver - - - 503 261 0 0 275 487 Stage 1 - - - - - 0 0 354 - Stage 2 - - - 569 341 0 0 - - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 432 260 - - 274 485 Mov Cap-2 Maneuver - - - 432 260 - - 274 - Stage 1 - - - - - - - 353 - Stage 2 - - - 488 340 - - - - Approach WB NB SB HCM Control Delay, s 15.4 14.5 HCM LOS CB Minor Lane/Major Mvmt NBLn1 WBL WBT WBR SBLn1 Capacity (veh/h) 363 - - - 447 HCM Lane V/C Ratio 0.046 - - - 0.15 HCM Control Delay (s) 15.4 - - - 14.5 HCM Lane LOS C - - - B HCM 95th %tile Q(veh) 0.1 - - - 0.5 15279.00 :: Cuoto Hyannis 2021 Existing Conditions - Peak Season 2: High School Road & Main Street Timing Plan: AM Peak \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\tech\traffic\Synchro\EX-PK-AM.syn Lanes, Volumes, Timings VHB/AD 05/18/2021 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ø9 Lane Configurations Traffic Volume (vph) 0 0 0 65 590 105 90 160 0 0 125 90 Future Volume (vph) 0 0 0 65 590 105 90 160 0 0 125 90 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 0 0 0 100 Storage Lanes 0 0 0 0 0 0 0 1 Taper Length (ft)0000 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 Frt 0.979 0.850 Flt Protected 0.996 0.982 Satd. Flow (prot) 0 0 0 0 3060 0 0 1816 0 0 1792 1615 Flt Permitted 0.996 0.820 Satd. Flow (perm) 0 0 0 0 3060 0 0 1517 0 0 1792 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 27 125 Link Speed (mph) 30 30 30 30 Link Distance (ft) 435 441 470 549 Travel Time (s) 9.9 10.0 10.7 12.5 Confl. Bikes (#/hr) 4 Peak Hour Factor 0.92 0.92 0.92 0.85 0.85 0.85 0.57 0.57 0.57 0.72 0.72 0.72 Heavy Vehicles (%) 2% 2% 2% 5% 6% 6% 4% 2% 0% 0% 6% 0% Parking (#/hr) 10 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 0 894 0 0 439 0 0 174 125 Turn Type Perm NA Perm NA NA Perm Protected Phases 8 2 6 9 Permitted Phases 8 2 6 Detector Phase 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 1.0 Minimum Split (s) 10.0 10.0 27.0 27.0 27.0 27.0 17.0 Total Split (s) 10.0 10.0 27.0 27.0 27.0 27.0 17.0 Total Split (%) 18.5% 18.5% 50.0% 50.0% 50.0% 50.0% 31% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 2.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None None None None None None Act Effct Green (s) 6.6 13.9 13.9 13.9 Actuated g/C Ratio 0.21 0.44 0.44 0.44 v/c Ratio 1.34 0.65 0.22 0.16 Control Delay 183.0 13.4 7.1 2.6 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 183.0 13.4 7.1 2.6 LOS F B A A Approach Delay 183.0 13.4 5.2 Approach LOS F B A Queue Length 50th (ft) ~87 35 11 0 Queue Length 95th (ft) #342 98 51 13 Internal Link Dist (ft) 355 361 390 469 Turn Bay Length (ft)100 Base Capacity (vph) 667 1220 1441 1323 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 1.34 0.36 0.12 0.09 Intersection Summary Area Type: Other Cycle Length: 54 Actuated Cycle Length: 31.3 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.34 Intersection Signal Delay: 104.8 Intersection LOS: F Intersection Capacity Utilization 51.5% ICU Level of Service A Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: High School Road & Main Street 15279.00 :: Cuoto Hyannis 2021 Existing Conditions - Peak Season 3: Winter Street & North Street Timing Plan: AM Peak \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\tech\traffic\Synchro\EX-PK-AM.syn Lanes, Volumes, Timings VHB/AD 05/18/2021 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ø9 Lane Configurations Traffic Volume (vph) 45 340 15 5 275 15 20 15 30 25 15 35 Future Volume (vph) 45 340 15 5 275 15 20 15 30 25 15 35 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 Frt 0.995 0.993 0.937 0.936 Flt Protected 0.994 0.999 0.985 0.984 Satd. Flow (prot) 0 1842 0 0 1799 0 0 1501 0 0 1610 0 Flt Permitted 0.936 0.993 0.871 0.892 Satd. Flow (perm) 0 1734 0 0 1788 0 0 1327 0 0 1460 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 4 5 47 40 Link Speed (mph) 30 30 30 30 Link Distance (ft) 553 502 474 399 Travel Time (s) 12.6 11.4 10.8 9.1 Confl. Bikes (#/hr) 1 Peak Hour Factor 0.72 0.72 0.72 0.91 0.91 0.91 0.64 0.64 0.64 0.88 0.88 0.88 Heavy Vehicles (%) 3% 2% 0% 50% 3% 22% 20% 0% 23% 13% 22% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 556 0 0 323 0 0 101 0 0 85 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 48269 Permitted Phases 4826 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 32.0 32.0 32.0 32.0 22.0 22.0 22.0 22.0 13.0 Total Split (s) 32.0 32.0 32.0 32.0 22.0 22.0 22.0 22.0 13.0 Total Split (%) 47.8% 47.8% 47.8% 47.8% 32.8% 32.8% 32.8% 32.8% 19% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 Lead/Lag Lead-Lag Optimize? Recall Mode Min Min Min Min None None None None None Act Effct Green (s) 24.7 24.7 7.8 7.8 Actuated g/C Ratio 0.64 0.64 0.20 0.20 v/c Ratio 0.50 0.28 0.33 0.26 Control Delay 9.3 7.0 13.4 12.4 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 9.3 7.0 13.4 12.4 LOS AABB Approach Delay 9.3 7.0 13.4 12.4 Approach LOS AABB Queue Length 50th (ft) 51 24 8 6 Queue Length 95th (ft) 177 126 32 46 Internal Link Dist (ft) 473 422 394 319 Turn Bay Length (ft) Base Capacity (vph) 1331 1372 684 747 Starvation Cap Reductn 0000 Spillback Cap Reductn 0000 Storage Cap Reductn 0000 Reduced v/c Ratio 0.42 0.24 0.15 0.11 Intersection Summary Area Type: Other Cycle Length: 67 Actuated Cycle Length: 38.8 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.50 Intersection Signal Delay: 9.3 Intersection LOS: A Intersection Capacity Utilization 52.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 3: Winter Street & North Street 15279.00 :: Cuoto Hyannis 2021 Existing Conditions - Peak Season 4: High School Road & North Street Timing Plan: AM Peak \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\tech\traffic\Synchro\EX-PK-AM.syn Lanes, Volumes, Timings VHB/AD 05/18/2021 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ø9 Lane Configurations Traffic Volume (vph) 20 295 85 20 265 60 30 145 25 50 170 45 Future Volume (vph) 20 295 85 20 265 60 30 145 25 50 170 45 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 115 0 130 0 Storage Lanes 0 0 0 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 1.00 1.00 Frt 0.971 0.977 0.978 0.969 Flt Protected 0.997 0.997 0.950 0.950 Satd. Flow (prot) 0 1788 0 0 1771 0 1626 1791 0 1736 1785 0 Flt Permitted 0.976 0.970 0.505 0.509 Satd. Flow (perm) 0 1751 0 0 1723 0 864 1791 0 930 1785 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 18 14 11 17 Link Speed (mph) 30 30 30 30 Link Distance (ft) 604 553 549 349 Travel Time (s) 13.7 12.6 12.5 7.9 Confl. Bikes (#/hr) 2 1 1 Peak Hour Factor 0.96 0.96 0.96 0.84 0.84 0.84 0.63 0.63 0.63 0.79 0.79 0.79 Heavy Vehicles (%) 0% 2% 4% 0% 4% 6% 11% 4% 0% 4% 4% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 417 0 0 410 0 48 270 0 63 272 0 Turn Type Perm NA Perm NA pm+pt NA pm+pt NA Protected Phases 4 8 5 2 1 6 9 Permitted Phases 4826 Detector Phase 4 4 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 1.0 Minimum Split (s) 16.0 16.0 16.0 16.0 12.0 16.0 12.0 16.0 23.0 Total Split (s) 16.0 16.0 16.0 16.0 12.0 16.0 12.0 16.0 23.0 Total Split (%) 23.9% 23.9% 23.9% 23.9% 17.9% 23.9% 17.9% 23.9% 34% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Recall Mode Min Min Min Min None None None None None Act Effct Green (s) 13.3 13.3 13.7 11.6 13.8 11.6 Actuated g/C Ratio 0.33 0.33 0.34 0.29 0.35 0.29 v/c Ratio 0.70 0.70 0.11 0.51 0.14 0.51 Control Delay 26.1 26.6 10.4 21.0 10.4 20.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 26.1 26.6 10.4 21.0 10.4 20.6 LOS C C BC BC Approach Delay 26.1 26.6 19.4 18.7 Approach LOS C C B B Queue Length 50th (ft) 50 50 5 30 6 29 Queue Length 95th (ft) #380 #342 23 115 35 #174 Internal Link Dist (ft) 524 473 469 269 Turn Bay Length (ft) 115 130 Base Capacity (vph) 595 583 473 604 506 607 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.70 0.70 0.10 0.45 0.12 0.45 Intersection Summary Area Type: Other Cycle Length: 67 Actuated Cycle Length: 39.9 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay: 23.1 Intersection LOS: C Intersection Capacity Utilization 52.9% ICU Level of Service A Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: High School Road & North Street 15279.00 :: Cuoto Hyannis 2021 Existing Conditions - Peak Season 1: Inn Dwy/Winter Street & Main Street Timing Plan: PM Peak \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\tech\traffic\Synchro\EX-PK-PM.syn HCM 6th TWSC VHB/AD 05/18/2021 Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 5 870 85 2 5 0 0 2 75 Future Vol, veh/h 0 0 0 5 870 85 2 5 0 0 2 75 Conflicting Peds, #/hr 0 0 0 13 0 37 2 0 0 0 0 2 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - ----------- Veh in Median Storage, # - 2 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 90 90 90 50 50 50 58 58 58 Heavy Vehicles, % 2 2 2022000003 Mvmt Flow 0 0 0 6 967 94 4 10 0 0 3 129 Major/Minor Major2 Minor1 Minor2 Conflicting Flow All 13 0 0 512 1123 - - 1076 570 Stage 1 - - - 13 13 - - 1063 - Stage 2 - - - 499 1110 - - 13 - Critical Hdwy 4.1 - - 7.5 6.5 - - 6.5 6.96 Critical Hdwy Stg 1 - - - - - - - 5.5 - Critical Hdwy Stg 2 - - - 6.5 5.5 - - - - Follow-up Hdwy 2.2 - - 3.5 4 - - 4 3.33 Pot Cap-1 Maneuver 1619 - - 449 207 0 0 221 462 Stage 1 - - - - - 0 0 302 - Stage 2 - - - 527 287 0 0 - - Platoon blocked, % - - Mov Cap-1 Maneuver 1599 - - 309 196 - - 209 446 Mov Cap-2 Maneuver - - - 309 196 - - 209 - Stage 1 - - - - - - - 289 - Stage 2 - - - 366 274 - - - - Approach WB NB SB HCM Control Delay, s 0 22.6 16.9 HCM LOS CC Minor Lane/Major Mvmt NBLn1 WBL WBT WBR SBLn1 Capacity (veh/h) 219 1599 - - 433 HCM Lane V/C Ratio 0.064 0.003 - - 0.307 HCM Control Delay (s) 22.6 7.3 0 - 16.9 HCM Lane LOS C A A - C HCM 95th %tile Q(veh) 0.2 0 - - 1.3 15279.00 :: Cuoto Hyannis 2021 Existing Conditions - Peak Season 2: High School Road & Main Street Timing Plan: PM Peak \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\tech\traffic\Synchro\EX-PK-PM.syn Lanes, Volumes, Timings VHB/AD 05/18/2021 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ø9 Lane Configurations Traffic Volume (vph) 0 0 0 45 800 100 75 80 0 0 105 50 Future Volume (vph) 0 0 0 45 800 100 75 80 0 0 105 50 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 0 0 0 100 Storage Lanes 0 0 0 0 0 0 0 1 Taper Length (ft)0000 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 Frt 0.984 0.850 Flt Protected 0.998 0.976 Satd. Flow (prot) 0 0 0 0 3202 0 0 1837 0 0 1845 1615 Flt Permitted 0.998 0.780 Satd. Flow (perm) 0 0 0 0 3202 0 0 1468 0 0 1845 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 19 63 Link Speed (mph) 30 30 30 30 Link Distance (ft) 435 441 470 549 Travel Time (s) 9.9 10.0 10.7 12.5 Confl. Bikes (#/hr) 3 Peak Hour Factor 0.92 0.92 0.92 0.96 0.96 0.96 0.79 0.79 0.79 0.80 0.80 0.80 Heavy Vehicles (%) 2% 2% 2% 4% 2% 2% 2% 0% 0% 0% 3% 0% Parking (#/hr) 10 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 0 984 0 0 196 0 0 131 63 Turn Type Perm NA Perm NA NA Perm Protected Phases 8 2 6 9 Permitted Phases 8 2 6 Detector Phase 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 1.0 Minimum Split (s) 10.0 10.0 27.0 27.0 27.0 27.0 17.0 Total Split (s) 10.0 10.0 27.0 27.0 27.0 27.0 17.0 Total Split (%) 18.5% 18.5% 50.0% 50.0% 50.0% 50.0% 31% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 2.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None None None None None None Act Effct Green (s) 11.8 10.4 9.9 9.9 Actuated g/C Ratio 0.53 0.47 0.45 0.45 v/c Ratio 0.57 0.28 0.16 0.08 Control Delay 21.6 8.6 7.7 3.6 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 21.6 8.6 7.7 3.6 LOS C A A A Approach Delay 21.6 8.6 6.4 Approach LOS C A A Queue Length 50th (ft) ~71 13 8 0 Queue Length 95th (ft) #342 70 47 14 Internal Link Dist (ft) 355 361 390 469 Turn Bay Length (ft)100 Base Capacity (vph) 1718 1321 1660 1459 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.57 0.15 0.08 0.04 Intersection Summary Area Type: Other Cycle Length: 54 Actuated Cycle Length: 22.1 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.57 Intersection Signal Delay: 17.6 Intersection LOS: B Intersection Capacity Utilization 49.1% ICU Level of Service A Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: High School Road & Main Street 15279.00 :: Cuoto Hyannis 2021 Existing Conditions - Peak Season 3: Winter Street & North Street Timing Plan: PM Peak \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\tech\traffic\Synchro\EX-PK-PM.syn Lanes, Volumes, Timings VHB/AD 05/18/2021 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ø9 Lane Configurations Traffic Volume (vph) 60 435 15 10 425 20 30 45 35 30 35 55 Future Volume (vph) 60 435 15 10 425 20 30 45 35 30 35 55 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 Frt 0.996 0.994 0.957 0.938 Flt Protected 0.994 0.999 0.987 0.988 Satd. Flow (prot) 0 1848 0 0 1850 0 0 1773 0 0 1714 0 Flt Permitted 0.901 0.986 0.895 0.908 Satd. Flow (perm) 0 1675 0 0 1826 0 0 1608 0 0 1576 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 3 4 34 62 Link Speed (mph) 30 30 30 30 Link Distance (ft) 553 502 474 399 Travel Time (s) 12.6 11.4 10.8 9.1 Confl. Bikes (#/hr) 1 2 Peak Hour Factor 0.79 0.79 0.79 0.86 0.86 0.86 0.84 0.84 0.84 0.89 0.89 0.89 Heavy Vehicles (%) 0% 2% 0% 0% 2% 0% 0% 3% 0% 5% 5% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 646 0 0 529 0 0 132 0 0 135 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 48269 Permitted Phases 4826 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 32.0 32.0 32.0 32.0 22.0 22.0 22.0 22.0 13.0 Total Split (s) 32.0 32.0 32.0 32.0 22.0 22.0 22.0 22.0 13.0 Total Split (%) 47.8% 47.8% 47.8% 47.8% 32.8% 32.8% 32.8% 32.8% 19% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 Lead/Lag Lead-Lag Optimize? Recall Mode Min Min Min Min None None None None None Act Effct Green (s) 29.7 29.7 8.4 8.4 Actuated g/C Ratio 0.66 0.66 0.19 0.19 v/c Ratio 0.58 0.44 0.40 0.39 Control Delay 12.0 8.4 17.9 14.6 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 12.0 8.4 17.9 14.6 LOS BABB Approach Delay 12.0 8.4 17.9 14.6 Approach LOS BABB Queue Length 50th (ft) 73 51 21 15 Queue Length 95th (ft) #276 222 67 64 Internal Link Dist (ft) 473 422 394 319 Turn Bay Length (ft) Base Capacity (vph) 1148 1252 694 697 Starvation Cap Reductn 0000 Spillback Cap Reductn 0000 Storage Cap Reductn 0000 Reduced v/c Ratio 0.56 0.42 0.19 0.19 Intersection Summary Area Type: Other Cycle Length: 67 Actuated Cycle Length: 44.7 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.58 Intersection Signal Delay: 11.5 Intersection LOS: B Intersection Capacity Utilization 70.1% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Winter Street & North Street 15279.00 :: Cuoto Hyannis 2021 Existing Conditions - Peak Season 4: High School Road & North Street Timing Plan: PM Peak \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\tech\traffic\Synchro\EX-PK-PM.syn Lanes, Volumes, Timings VHB/AD 05/18/2021 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ø9 Lane Configurations Traffic Volume (vph) 30 360 35 10 435 75 35 115 25 95 105 30 Future Volume (vph) 30 360 35 10 435 75 35 115 25 95 105 30 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 115 0 130 0 Storage Lanes 0 0 0 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 Frt 0.989 0.980 0.973 0.967 Flt Protected 0.996 0.999 0.950 0.950 Satd. Flow (prot) 0 1818 0 0 1809 0 1805 1826 0 1805 1776 0 Flt Permitted 0.938 0.989 0.656 0.513 Satd. Flow (perm) 0 1712 0 0 1791 0 1246 1826 0 975 1776 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 6 11 14 18 Link Speed (mph) 30 30 30 30 Link Distance (ft) 604 553 549 349 Travel Time (s) 13.7 12.6 12.5 7.9 Confl. Bikes (#/hr) 1 1 Peak Hour Factor 0.89 0.89 0.89 0.81 0.81 0.81 0.73 0.73 0.73 0.85 0.85 0.85 Heavy Vehicles (%) 6% 3% 0% 0% 3% 0% 0% 1% 0% 0% 3% 5% Shared Lane Traffic (%) Lane Group Flow (vph) 0 477 0 0 642 0 48 192 0 112 159 0 Turn Type Perm NA Perm NA pm+pt NA pm+pt NA Protected Phases 4 8 5 2 1 6 9 Permitted Phases 4826 Detector Phase 4 4 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 1.0 Minimum Split (s) 16.0 16.0 16.0 16.0 12.0 16.0 12.0 16.0 23.0 Total Split (s) 16.0 16.0 16.0 16.0 12.0 16.0 12.0 16.0 23.0 Total Split (%) 23.9% 23.9% 23.9% 23.9% 17.9% 23.9% 17.9% 23.9% 34% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Recall Mode Min Min Min Min None None None None None Act Effct Green (s) 18.2 18.2 12.8 9.5 14.2 11.8 Actuated g/C Ratio 0.44 0.44 0.31 0.23 0.34 0.29 v/c Ratio 0.63 0.81 0.10 0.45 0.23 0.31 Control Delay 26.2 34.4 10.1 19.6 10.7 15.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 26.2 34.4 10.1 19.6 10.7 15.7 LOS C C BB BB Approach Delay 26.2 34.4 17.7 13.6 Approach LOS C C B B Queue Length 50th (ft) 99 ~186 5 34 12 15 Queue Length 95th (ft) #448 #536 26 98 59 98 Internal Link Dist (ft) 524 473 469 269 Turn Bay Length (ft) 115 130 Base Capacity (vph) 755 793 547 591 529 648 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.63 0.81 0.09 0.32 0.21 0.25 Intersection Summary Area Type: Other Cycle Length: 67 Actuated Cycle Length: 41.4 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.81 Intersection Signal Delay: 26.1 Intersection LOS: C Intersection Capacity Utilization 60.2% ICU Level of Service B Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: High School Road & North Street 15279.00 :: Cuoto Hyannis 2021 Build Conditions - Peak Season 1: Inn Dwy/Winter Street & Main Street Timing Plan: AM Peak \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\tech\traffic\Synchro\BD-PK-AM.syn HCM 6th TWSC VHB/AD 05/18/2021 Intersection Int Delay, s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 2 645 140 5 2 0 0 5 135 Future Vol, veh/h 0 0 0 2 645 140 5 2 0 0 5 135 Conflicting Peds, #/hr 0 0 0004000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - ----------- Veh in Median Storage, # - 2 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 81 81 81 42 42 42 67 67 67 Heavy Vehicles, % 2 2 2 0 6 15 0 0 0 0 0 21 Mvmt Flow 0 0 0 2 796 173 12 5 0 0 7 201 Major/Minor Major2 Minor1 Minor2 Conflicting Flow All 0 0 0 406 977 - - 891 489 Stage 1 - - - 0 0 - - 891 - Stage 2 - - - 406 977 - - 0 - Critical Hdwy 4.1 - - 7.5 6.5 - - 6.5 7.32 Critical Hdwy Stg 1 - - - - - - - 5.5 - Critical Hdwy Stg 2 - - - 6.5 5.5 - - - - Follow-up Hdwy 2.2 - - 3.5 4 - - 4 3.51 Pot Cap-1 Maneuver - - - 534 253 0 0 284 477 Stage 1 - - - - - 0 0 363 - Stage 2 - - - 598 332 0 0 - - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 301 252 - - 283 475 Mov Cap-2 Maneuver - - - 301 252 - - 283 - Stage 1 - - - - - - - 362 - Stage 2 - - - 337 331 - - - - Approach WB NB SB HCM Control Delay, s 18.4 19 HCM LOS CC Minor Lane/Major Mvmt NBLn1 WBL WBT WBR SBLn1 Capacity (veh/h) 285 - - - 464 HCM Lane V/C Ratio 0.058 - - - 0.45 HCM Control Delay (s) 18.4 - - - 19 HCM Lane LOS C - - - C HCM 95th %tile Q(veh) 0.2 - - - 2.3 15279.00 :: Cuoto Hyannis 2021 Build Conditions - Peak Season 2: High School Road & Main Street Timing Plan: AM Peak \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\tech\traffic\Synchro\BD-PK-AM.syn Lanes, Volumes, Timings VHB/AD 05/18/2021 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ø9 Lane Configurations Traffic Volume (vph) 0 0 0 75 625 95 90 165 0 0 120 75 Future Volume (vph) 0 0 0 75 625 95 90 165 0 0 120 75 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 0 0 0 100 Storage Lanes 0 0 0 0 0 0 0 1 Taper Length (ft)0000 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 Frt 0.982 0.850 Flt Protected 0.995 0.983 Satd. Flow (prot) 0 0 0 0 3068 0 0 1818 0 0 1792 1615 Flt Permitted 0.995 0.826 Satd. Flow (perm) 0 0 0 0 3068 0 0 1528 0 0 1792 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 22 104 Link Speed (mph) 30 30 30 30 Link Distance (ft) 435 441 470 549 Travel Time (s) 9.9 10.0 10.7 12.5 Confl. Bikes (#/hr) 4 Peak Hour Factor 0.92 0.92 0.92 0.85 0.85 0.85 0.57 0.57 0.57 0.72 0.72 0.72 Heavy Vehicles (%) 2% 2% 2% 5% 6% 6% 4% 2% 0% 0% 6% 0% Parking (#/hr) 10 Adj. Flow (vph) 0 0 0 88 735 112 158 289 0 0 167 104 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 0 935 0 0 447 0 0 167 104 Turn Type Perm NA Perm NA NA Perm Protected Phases 8 2 6 9 Permitted Phases 8 2 6 Detector Phase 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 1.0 Minimum Split (s) 10.0 10.0 27.0 27.0 27.0 27.0 17.0 Total Split (s) 10.0 10.0 27.0 27.0 27.0 27.0 17.0 Total Split (%) 18.5% 18.5% 50.0% 50.0% 50.0% 50.0% 31% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 2.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None None None None None None Act Effct Green (s) 6.6 14.1 14.1 14.1 Actuated g/C Ratio 0.21 0.45 0.45 0.45 v/c Ratio 1.41 0.65 0.21 0.13 Control Delay 215.5 13.5 7.0 2.6 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 215.5 13.5 7.0 2.6 LOS F B A A Approach Delay 215.5 13.5 5.4 Approach LOS F B A Queue Length 50th (ft) ~96 35 10 0 Queue Length 95th (ft) #360 100 50 13 Internal Link Dist (ft) 355 361 390 469 Turn Bay Length (ft)100 Base Capacity (vph) 661 1222 1433 1312 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 1.41 0.37 0.12 0.08 Intersection Summary Area Type: Other Cycle Length: 54 Actuated Cycle Length: 31.5 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.41 Intersection Signal Delay: 126.4 Intersection LOS: F Intersection Capacity Utilization 50.8% ICU Level of Service A Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: High School Road & Main Street 15279.00 :: Cuoto Hyannis 2021 Build Conditions - Peak Season 3: Winter Street & North Street Timing Plan: AM Peak \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\tech\traffic\Synchro\BD-PK-AM.syn Lanes, Volumes, Timings VHB/AD 05/18/2021 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ø9 Lane Configurations Traffic Volume (vph) 45 370 10 5 245 15 75 20 170 30 15 35 Future Volume (vph) 45 370 10 5 245 15 75 20 170 30 15 35 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 Frt 0.997 0.993 0.913 0.941 Flt Protected 0.995 0.999 0.986 0.982 Satd. Flow (prot) 0 1847 0 0 1795 0 0 1420 0 0 1611 0 Flt Permitted 0.938 0.992 0.883 0.844 Satd. Flow (perm) 0 1741 0 0 1783 0 0 1272 0 0 1385 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 2 5 132 40 Link Speed (mph) 30 30 30 30 Link Distance (ft) 553 502 474 399 Travel Time (s) 12.6 11.4 10.8 9.1 Confl. Bikes (#/hr) 1 Peak Hour Factor 0.72 0.72 0.72 0.91 0.91 0.91 0.64 0.64 0.64 0.88 0.88 0.88 Heavy Vehicles (%) 3% 2% 0% 50% 3% 22% 20% 0% 23% 13% 22% 0% Adj. Flow (vph) 63 514 14 5 269 16 117 31 266 34 17 40 Shared Lane Traffic (%) Lane Group Flow (vph) 0 591 0 0 290 0 0 414 0 0 91 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 48269 Permitted Phases 4826 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 32.0 32.0 32.0 32.0 22.0 22.0 22.0 22.0 13.0 Total Split (s) 32.0 32.0 32.0 32.0 22.0 22.0 22.0 22.0 13.0 Total Split (%) 47.8% 47.8% 47.8% 47.8% 32.8% 32.8% 32.8% 32.8% 19% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 Lead/Lag Lead-Lag Optimize? Recall Mode Min Min Min Min None None None None None Act Effct Green (s) 21.9 21.9 17.7 17.7 Actuated g/C Ratio 0.44 0.44 0.35 0.35 v/c Ratio 0.77 0.37 0.77 0.18 Control Delay 21.4 11.5 25.2 10.8 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 21.4 11.5 25.2 10.8 LOS CBCB Approach Delay 21.4 11.5 25.2 10.8 Approach LOS C B C B Queue Length 50th (ft) 124 47 63 9 Queue Length 95th (ft) 229 134 122 47 Internal Link Dist (ft) 473 422 394 319 Turn Bay Length (ft) Base Capacity (vph) 1021 1047 561 547 Starvation Cap Reductn 0000 Spillback Cap Reductn 0000 Storage Cap Reductn 0000 Reduced v/c Ratio 0.58 0.28 0.74 0.17 Intersection Summary Area Type: Other Cycle Length: 67 Actuated Cycle Length: 49.9 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay: 19.8 Intersection LOS: B Intersection Capacity Utilization 65.3% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 3: Winter Street & North Street 15279.00 :: Cuoto Hyannis 2021 Build Conditions - Peak Season 4: High School Road & North Street Timing Plan: AM Peak \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\tech\traffic\Synchro\BD-PK-AM.syn Lanes, Volumes, Timings VHB/AD 05/18/2021 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ø9 Lane Configurations Traffic Volume (vph) 20 310 80 10 280 60 30 145 35 55 165 45 Future Volume (vph) 20 310 80 10 280 60 30 145 35 55 165 45 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 115 0 130 0 Storage Lanes 0 0 0 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 1.00 Frt 0.974 0.977 0.971 0.968 Flt Protected 0.998 0.999 0.950 0.950 Satd. Flow (prot) 0 1797 0 0 1773 0 1626 1780 0 1736 1783 0 Flt Permitted 0.973 0.988 0.583 0.432 Satd. Flow (perm) 0 1752 0 0 1753 0 998 1780 0 789 1783 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 16 13 16 18 Link Speed (mph) 30 30 30 30 Link Distance (ft) 604 553 549 349 Travel Time (s) 13.7 12.6 12.5 7.9 Confl. Bikes (#/hr) 2 1 1 Peak Hour Factor 0.96 0.96 0.96 0.84 0.84 0.84 0.63 0.63 0.63 0.79 0.79 0.79 Heavy Vehicles (%) 0% 2% 4% 0% 4% 6% 11% 4% 0% 4% 4% 0% Adj. Flow (vph) 21 323 83 12 333 71 48 230 56 70 209 57 Shared Lane Traffic (%) Lane Group Flow (vph) 0 427 0 0 416 0 48 286 0 70 266 0 Turn Type Perm NA Perm NA pm+pt NA pm+pt NA Protected Phases 4 8 5 2 1 6 9 Permitted Phases 4826 Detector Phase 4 4 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 1.0 Minimum Split (s) 16.0 16.0 16.0 16.0 12.0 16.0 12.0 16.0 23.0 Total Split (s) 16.0 16.0 16.0 16.0 12.0 16.0 12.0 16.0 23.0 Total Split (%) 23.9% 23.9% 23.9% 23.9% 17.9% 23.9% 17.9% 23.9% 34% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Recall Mode Min Min Min Min None None None None None Act Effct Green (s) 13.1 13.1 15.2 11.7 16.2 13.8 Actuated g/C Ratio 0.31 0.31 0.36 0.28 0.38 0.33 v/c Ratio 0.77 0.75 0.10 0.57 0.15 0.45 Control Delay 31.0 30.0 10.0 23.1 10.2 18.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.0 30.0 10.0 23.1 10.2 18.8 LOS C C A C B B Approach Delay 31.0 30.0 21.2 17.0 Approach LOS C C C B Queue Length 50th (ft) 91 89 5 54 7 28 Queue Length 95th (ft) #391 #346 23 120 38 #168 Internal Link Dist (ft) 524 473 469 269 Turn Bay Length (ft) 115 130 Base Capacity (vph) 556 554 506 565 503 655 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.77 0.75 0.09 0.51 0.14 0.41 Intersection Summary Area Type: Other Cycle Length: 67 Actuated Cycle Length: 42.2 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay: 25.5 Intersection LOS: C Intersection Capacity Utilization 56.0% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: High School Road & North Street 15279.00 :: Cuoto Hyannis 2021 Build Conditions - Peak Season 1: Inn Dwy/Winter Street & Main Street 05/18/2021 \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\tech\traffic\Synchro\BD-PK-PM.syn HCM 6th TWSC VHB/AD 05/18/2021 Intersection Int Delay, s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 5 855 105 2 5 0 0 2 95 Future Vol, veh/h 0 0 0 5 855 105 2 5 0 0 2 95 Conflicting Peds, #/hr 0 0 0 13 0 37 2 0 0 0 0 2 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - ----------- Veh in Median Storage, # - 2 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 90 90 90 50 50 50 58 58 58 Heavy Vehicles, % 2 2 2022000003 Mvmt Flow 0 0 0 6 950 117 4 10 0 0 3 164 Major/Minor Major2 Minor1 Minor2 Conflicting Flow All 13 0 0 504 1129 - - 1071 573 Stage 1 - - - 13 13 - - 1058 - Stage 2 - - - 491 1116 - - 13 - Critical Hdwy 4.1 - - 7.5 6.5 - - 6.5 6.96 Critical Hdwy Stg 1 - - - - - - - 5.5 - Critical Hdwy Stg 2 - - - 6.5 5.5 - - - - Follow-up Hdwy 2.2 - - 3.5 4 - - 4 3.33 Pot Cap-1 Maneuver 1619 - - 455 206 0 0 223 460 Stage 1 - - - - - 0 0 304 - Stage 2 - - - 533 285 0 0 - - Platoon blocked, % - - Mov Cap-1 Maneuver 1599 - - 278 194 - - 211 444 Mov Cap-2 Maneuver - - - 278 194 - - 211 - Stage 1 - - - - - - - 290 - Stage 2 - - - 329 272 - - - - Approach WB NB SB HCM Control Delay, s 0 23.2 18.4 HCM LOS CC Minor Lane/Major Mvmt NBLn1 WBL WBT WBR SBLn1 Capacity (veh/h) 212 1599 - - 434 HCM Lane V/C Ratio 0.066 0.003 - - 0.385 HCM Control Delay (s) 23.2 7.3 0 - 18.4 HCM Lane LOS C A A - C HCM 95th %tile Q(veh) 0.2 0 - - 1.8 15279.00 :: Cuoto Hyannis 2021 Build Conditions - Peak Season 2: High School Road & Main Street 05/18/2021 \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\tech\traffic\Synchro\BD-PK-PM.syn Lanes, Volumes, Timings VHB/AD 05/18/2021 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ø9 Lane Configurations Traffic Volume (vph) 0 0 0 45 805 95 75 80 0 0 105 50 Future Volume (vph) 0 0 0 45 805 95 75 80 0 0 105 50 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 0 0 0 100 Storage Lanes 0 0 0 0 0 0 0 1 Taper Length (ft)0000 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 Frt 0.985 0.850 Flt Protected 0.998 0.976 Satd. Flow (prot) 0 0 0 0 3206 0 0 1837 0 0 1845 1615 Flt Permitted 0.998 0.780 Satd. Flow (perm) 0 0 0 0 3206 0 0 1468 0 0 1845 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 18 63 Link Speed (mph) 30 30 30 30 Link Distance (ft) 435 441 470 549 Travel Time (s) 9.9 10.0 10.7 12.5 Confl. Bikes (#/hr) 3 Peak Hour Factor 0.92 0.92 0.92 0.96 0.96 0.96 0.79 0.79 0.79 0.80 0.80 0.80 Heavy Vehicles (%) 2% 2% 2% 4% 2% 2% 2% 0% 0% 0% 3% 0% Parking (#/hr) 10 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 0 985 0 0 196 0 0 131 63 Turn Type Perm NA Perm NA NA Perm Protected Phases 8 2 6 9 Permitted Phases 8 2 6 Detector Phase 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 1.0 Minimum Split (s) 10.0 10.0 27.0 27.0 27.0 27.0 17.0 Total Split (s) 10.0 10.0 27.0 27.0 27.0 27.0 17.0 Total Split (%) 18.5% 18.5% 50.0% 50.0% 50.0% 50.0% 31% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 2.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None None None None None None Act Effct Green (s) 11.8 10.4 9.9 9.9 Actuated g/C Ratio 0.53 0.47 0.45 0.45 v/c Ratio 0.57 0.28 0.16 0.08 Control Delay 21.7 8.6 7.7 3.6 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 21.7 8.6 7.7 3.6 LOS C A A A Approach Delay 21.7 8.6 6.4 Approach LOS C A A Queue Length 50th (ft) ~71 13 8 0 Queue Length 95th (ft) #342 70 47 14 Internal Link Dist (ft) 355 361 390 469 Turn Bay Length (ft)100 Base Capacity (vph) 1719 1321 1660 1459 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.57 0.15 0.08 0.04 Intersection Summary Area Type: Other Cycle Length: 54 Actuated Cycle Length: 22.1 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.57 Intersection Signal Delay: 17.6 Intersection LOS: B Intersection Capacity Utilization 49.1% ICU Level of Service A Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: High School Road & Main Street 15279.00 :: Cuoto Hyannis 2021 Build Conditions - Peak Season 3: Winter Street & North Street 05/18/2021 \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\tech\traffic\Synchro\BD-PK-PM.syn Lanes, Volumes, Timings VHB/AD 05/18/2021 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ø9 Lane Configurations Traffic Volume (vph) 55 445 10 10 415 20 40 45 85 35 35 55 Future Volume (vph) 55 445 10 10 415 20 40 45 85 35 35 55 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 Frt 0.997 0.994 0.933 0.940 Flt Protected 0.995 0.999 0.988 0.986 Satd. Flow (prot) 0 1852 0 0 1850 0 0 1738 0 0 1713 0 Flt Permitted 0.910 0.986 0.917 0.880 Satd. Flow (perm) 0 1694 0 0 1826 0 0 1613 0 0 1529 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 2 4 73 58 Link Speed (mph) 30 30 30 30 Link Distance (ft) 553 502 474 399 Travel Time (s) 12.6 11.4 10.8 9.1 Confl. Bikes (#/hr) 1 2 Peak Hour Factor 0.79 0.79 0.79 0.86 0.86 0.86 0.84 0.84 0.84 0.89 0.89 0.89 Heavy Vehicles (%) 0% 2% 0% 0% 2% 0% 0% 3% 0% 5% 5% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 646 0 0 518 0 0 203 0 0 140 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 48269 Permitted Phases 4826 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 32.0 32.0 32.0 32.0 22.0 22.0 22.0 22.0 13.0 Total Split (s) 32.0 32.0 32.0 32.0 22.0 22.0 22.0 22.0 13.0 Total Split (%) 47.8% 47.8% 47.8% 47.8% 32.8% 32.8% 32.8% 32.8% 19% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 Lead/Lag Lead-Lag Optimize? Recall Mode Min Min Min Min None None None None None Act Effct Green (s) 27.1 27.1 9.6 9.6 Actuated g/C Ratio 0.58 0.58 0.20 0.20 v/c Ratio 0.66 0.49 0.52 0.39 Control Delay 14.6 10.0 16.8 14.6 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 14.6 10.0 16.8 14.6 LOS BBBB Approach Delay 14.6 10.0 16.8 14.6 Approach LOS BBBB Queue Length 50th (ft) 80 55 27 17 Queue Length 95th (ft) #334 237 87 67 Internal Link Dist (ft) 473 422 394 319 Turn Bay Length (ft) Base Capacity (vph) 1063 1146 687 644 Starvation Cap Reductn 0000 Spillback Cap Reductn 0000 Storage Cap Reductn 0000 Reduced v/c Ratio 0.61 0.45 0.30 0.22 Intersection Summary Area Type: Other Cycle Length: 67 Actuated Cycle Length: 46.9 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay: 13.3 Intersection LOS: B Intersection Capacity Utilization 71.8% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Winter Street & North Street 15279.00 :: Cuoto Hyannis 2021 Build Conditions - Peak Season 4: High School Road & North Street 05/18/2021 \\vhb\gbl\proj\Wat-TS\15279.00 Cuoto Hyannis\tech\traffic\Synchro\BD-PK-PM.syn Lanes, Volumes, Timings VHB/AD 05/18/2021 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ø9 Lane Configurations Traffic Volume (vph) 30 365 30 5 435 75 35 115 30 100 105 30 Future Volume (vph) 30 365 30 5 435 75 35 115 30 100 105 30 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 115 0 130 0 Storage Lanes 0 0 0 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 Frt 0.990 0.980 0.969 0.967 Flt Protected 0.996 0.950 0.950 Satd. Flow (prot) 0 1819 0 0 1810 0 1805 1818 0 1805 1776 0 Flt Permitted 0.924 0.995 0.656 0.431 Satd. Flow (perm) 0 1687 0 0 1801 0 1246 1818 0 819 1776 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 5 11 17 18 Link Speed (mph) 30 30 30 30 Link Distance (ft) 604 553 549 349 Travel Time (s) 13.7 12.6 12.5 7.9 Confl. Bikes (#/hr) 1 1 Peak Hour Factor 0.89 0.89 0.89 0.81 0.81 0.81 0.73 0.73 0.73 0.85 0.85 0.85 Heavy Vehicles (%) 6% 3% 0% 0% 3% 0% 0% 1% 0% 0% 3% 5% Shared Lane Traffic (%) Lane Group Flow (vph) 0 478 0 0 636 0 48 199 0 118 159 0 Turn Type Perm NA Perm NA pm+pt NA pm+pt NA Protected Phases 4 8 5 2 1 6 9 Permitted Phases 4826 Detector Phase 4 4 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 1.0 Minimum Split (s) 16.0 16.0 16.0 16.0 12.0 16.0 12.0 16.0 23.0 Total Split (s) 16.0 16.0 16.0 16.0 12.0 16.0 12.0 16.0 23.0 Total Split (%) 23.9% 23.9% 23.9% 23.9% 17.9% 23.9% 17.9% 23.9% 34% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Recall Mode Min Min Min Min None None None None None Act Effct Green (s) 18.0 18.0 14.2 9.4 16.7 14.2 Actuated g/C Ratio 0.42 0.42 0.33 0.22 0.39 0.33 v/c Ratio 0.68 0.84 0.10 0.49 0.25 0.27 Control Delay 28.8 37.6 9.9 20.8 10.6 15.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 28.8 37.6 9.9 20.8 10.6 15.0 LOS C D A C B B Approach Delay 28.8 37.6 18.7 13.1 Approach LOS C D B B Queue Length 50th (ft) 101 ~182 5 35 12 15 Queue Length 95th (ft) #452 #529 26 100 62 98 Internal Link Dist (ft) 524 473 469 269 Turn Bay Length (ft) 115 130 Base Capacity (vph) 703 754 576 553 526 670 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.68 0.84 0.08 0.36 0.22 0.24 Intersection Summary Area Type: Other Cycle Length: 67 Actuated Cycle Length: 43.3 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 28.0 Intersection LOS: C Intersection Capacity Utilization 64.1% ICU Level of Service C Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: High School Road & North Street