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HomeMy WebLinkAboutBarnstable - 715 West Main Street Traffic Peer Review (with Attachments) MEMORANDUM Date September 29, 2023 To Mr. James S. Kupfer, AICP, MPA, Senior Planner Planning & Development Town of Barnstable 367 Main Street Hyannis, MA 02601 From Jane R. Davis, P.E. Steve Shekari CC James D. Fitzgerald, P.E., LEED AP Subject 715 West Main Street Traffic Peer Review Review of Traffic Impact and Access Study (TIAS) – Proposed Wendy’s Restaurant Environmental Partners (EP) has reviewed the Traffic Impact and Access Study (TIAS) report dated March 9, 2023, and prepared by Vanasse Hangen Brustlin, Inc. (VHB) for the proposed Wendy’s restaurant with drive-through window (“the Project”) located at 715 West Main Street, Hyannis within the Town of Barnstable (“the Town”). We have also reviewed the site plan titled “Wendy’s Redevelopment” prepared by BSC Group, dated May 3, 2023 for transportation-related comments. EP had previously performed a partial initial review of the TIAS that generated questions and comments regarding the traffic count data and adjustments that were expected to impact the traffic analyses. As such, EP did not complete the review at that time but submitted our initial comments to VHB in an email dated August 21, 2023. VHB then submitted a memorandum, dated August 29, 2023, to EP with their response to comments (RTC) and revisions to the TIAS. This document includes a review of the TIA, the RTC, and the site plan. In general, VHB has prepared this assessment in a professional manner, consistent with standard engineering practices. The following is a summary of EP’s traffic review. The RTC, which includes the comments outlined in EP’s August 21st email, and site plan submitted to EP through the peer review process are provided as an attachment to this memorandum. Project Description The TIAS outlines the following project description: “The Project Site is located at 715 West Main Street in Hyannis, Massachusetts. The existing Site currently consists of the former Santander Bank comprised of 3,132 square foot (sf) with a drive- through window. The Site is currently supported by 18 parking spaces (with two of them accessible). Page 2 of 6 envpartners.com The Site is served by two full-access driveways (one on West Main Street, and one on Pine Street) with an additional exit off Pine Street directly south of the drive-through window. Under the proposed condition, the parking lot will be reconfigured and will maintain 18 parking spaces (one accessible space). West Main Street will provide a right-out only driveway. Pine Street will provide two separate driveways, the east driveway will be an entrance only while the western driveway will be exit only.” Comments The following summarizes EP’s traffic review of the Project. Although EP performed a thorough review of the TIAS, the RTC, and transportation elements of the site plan, comments on items that are minor in nature and are not anticipated to impact the findings of the study or EP’s recommendations have been omitted for brevity. During EP’s review and through correspondence with VHB, most traffic volume figures, tables, and traffic analyses were revised in the RTC. As such, our below comments assume any updated figures, tables, and backup provided in the RTC are to supersede the corresponding original items of the TIAS. Study Methodology 1. The TIAS states 2029 as the design year for the study, and all the analyses have been completed accordingly. EP notes that the future year conditions should be for 2030 based on MassDOT guidelines to include a minimum projection of seven years from the date of filing in 2023. We note that while this item alone is not anticipated to have a significant impact on the overall outcome of the study, cumulative alterations identified within this document may have an impact. Project Description and Site Location 2. The proposed eastern site driveway on Pine Street has been referred to as an entrance only throughout the TIAS. EP confirmed with the Applicant’s team that the driveway is intended to provide two-way access, as indicated on the latest site plans. VHB provided additional traffic analysis for the two-way driveway configuration within the RTC. Existing Conditions 3. The TIAS states a crosswalk exists across West Main Street approximately 40 feet east of the site driveway. No crosswalk was found during our site visit at the described location. 4. Based on our comments outlined in the RTC, it appears that adjustments related to the COVID- 19 pandemic have been adequately applied to the traffic counts. However, in response to our comment regarding the summer/seasonal adjustment, the RTC states since the September 2020 traffic counts were collected prior to Labor Day, they represent “the peak within the peak summer traffic conditions (worst case)” and using this data “should be considered a very conservative approach”. While we concur that traffic counts collected prior to Labor Day may be higher than the rest of September, based on typical engineering procedures, it is not recommended to collect traffic count data during weeks that holidays or other events occur that may contribute to atypical traffic operations. Additionally, it does not appear that these counts show the highest of the peak summer period as the backups provided in the appendix of the Page 3 of 6 envpartners.com RTC show traffic volumes have dropped by two percent from August 2020 to September 3, 2020, the date when traffic counts were collected. We note that while this adjustment alone is not anticipated to have a significant impact on the overall outcome of the study, cumulative alterations identified within this document may have an impact. 5. No independent traffic count data has been collected at the existing site driveways. Considering the existing site is vacant, EP takes no exception to VHB’s approach. Traffic traveling along West Main Street and Pine Street at the site driveways appear to have been adequately accounted for using the traffic counts collected at the intersection of West Main Street and Pine Street/Barnstable High School Driveway. Future Conditions 6. The TIAS references four nearby planned developments near the Project site. However backup traffic data was provided for five other developments, including the one located at 751 West Main Street, which is missing from the list provided in the TIAS text. Also, it appears that site traffic anticipated to be generated by the Dollar General development located at 326 West Main Street has not been included in the calculations. EP understands this facility is currently in business but requests verification that this was the case when the first set of counts were collected in September 2020. 7. Figure 6 of the RTC contains a discrepancy in traffic volumes along West Main Street in the westbound direction at the Pine Street and Barnstable High School Driveway intersection. The westbound through movement should contain 405 vehicles, not the indicated 375 vehicles, and westbound right turn movement should contain negligible traffic, not the indicated 405 vehicles. Trip Generation 8. VHB collected empirical data at a nearby Wendy’s location, which shows a lower trip generation compared to the trip generation from using the industry standard Institute of Transportation Engineers (ITE) methodology. Additionally, VHB provided a comparison in trip generation between the proposed development (using empirical data) and the former use, a drive-in bank (using ITE methodology) which showed the proposed use generates 10 fewer trips during the weekday morning peak hour, but more traffic during other peak hours, an increase of 56, 7, and 37 trips during each of the weekday midday, weekday evening, and Saturday midday peak hours, respectively. While EP takes no exception to the use of empirical data as the basis for trip generation, EP performed an independent review of trip generation between the former use and proposed use using a consistent ITE methodology as a point of comparison and found that the proposed site is anticipated to increase traffic over all the analysis peak periods, an increase of 47, 15, 28, and 37 trips during each of the weekday morning, weekday midday, weekday evening, and Saturday midday peak hours, respectively. However, since VHB did not apply a reduction to the trip generation to account for the former use, we concur that using empirical data for trip generation is considered a reliable methodology and we do not request further analysis based on ITE methodology. 9. The empirical traffic count data at the nearby Wendy’s location was collected in October 2022. EP notes that given the time of data collection and seasonal traffic fluctuations on Cape Cod, the traffic volumes likely do not represent the peak summer operations at the site. EP recommends Page 4 of 6 envpartners.com adjusting the October 2022 data to a peak summer month as appropriate, using standard seasonal adjustment methodology or empirical data such as the sales information at the same Wendy’s location, if available. 10. The Project-generated trips departing the site from the western site driveway on Pine Street turning right onto westbound Pine Street, as presented in Figures 10 and 11 of the RTC, do not match the trip distribution assumptions and appear to be disproportionately high. It appears most of the trips that are shown as turning right should instead be shown as turning left from the same driveway onto Pine Street and then turning left onto West Main Street. This is anticipated to increase the delay and queues at the subject site driveway as well as on the Pine Street approach to West Main Street and Barnstable High School Driveway. Traffic Operations Analysis 11. The provided traffic analyses show poor traffic operations on the Pine Street and Barnstable High School Driveway approaches to West Main Street during all analysis periods including the future No-Build and Build Conditions. It should be noted that due to software limitations for unsignalized intersections, when movements are operating over capacity, the analysis results become less reliable with increasing volume-to-capacity (v/c) ratio, and may indicate excessively high delays that may not accurately represent experienced operations. This is the case on the Barnstable High School Driveway approach during all the analysis periods in school season (referred in the TIAS/RTC as “Average” month analysis) as well as during Saturday and weekday midday in summer peak for the No-Build and Build Conditions. There are also two instances where the software has not provided analysis results, likely due to excessively high v/c ratios. These two instances happened on both No-Build and Build Conditions analyses for the Barnstable High School Driveway approach and Pine Street northbound left-turn movement during the weekday morning and weekday afternoon (school dismissal) period, respectively, both in school season. Since operations are at the lowest Level of Service (LOS), LOS F, the results cannot show LOS degradation as a result of Project generated traffic. However, the analysis shows noteworthy increases in delay and queue length as a result of the additional Project generated trips, particularly on the Pine Street approach. Sight Distance 12. Sight distance findings of the TIAS generally appear to be consistent with our observations, with the exception to the available sight distance looking left from the west site driveway on Pine Street, which is limited to approximately 170 feet due to the horizontal curve. The available sight distance falls below minimum required Stopping Sight Distance (SSD) required by the American Association of State Highway and Transportation Officials (AASHTO) guidelines1. Clarification is requested. Parking 13. The total number of proposed parking spaces reported in the TIAS is inconsistent with the site plans. The TIAS states the proposed site supports 18 parking spaces, whereas site plans show a 1 A Policy on Geometric Design of Highways and Streets, 2018, 7th Edition, American Association of State Highway and Transportation Officials Page 5 of 6 envpartners.com total of 11 parking spaces on the proposed site, including the two (2) spaces reserved for employees. Drive-Through Operations and Queue Storage 14. VHB collected empirical data at nearby Wendy’s locations in October 2022 to record queue lengths for drive-through operations. EP notes that given the time of data collection and the seasonal fluctuations of Cape Cod, the recorded queues do not represent the peak summer operations at the site. EP recommends adjusting the October 2022 data to a peak summer month as appropriate, using standard seasonal adjustment methodology or empirical data such as the sales information at the same Wendy’s locations, if available. Conclusion Based on the traffic analysis provided, the addition of the Project-generated traffic to the study intersection of West Main Street at Pine Street/Barnstable High School Driveway is expected to cause additional delays and queues to the Pine Street and Barnstable High School Driveway approaches, which already operate poorly independent of the Project. EP is unable to provide a definitive conclusion on the impacts of the project until the items identified below are addressed: · The empirical data collected in October 2022 for both trip generation and queue analysis do not represent the site operations during the peak summer period. Appropriate adjustments should be applied to the collected data to show the anticipated site impacts during the peak summer period. · Based on backup provided in the RTC, traffic volumes in September 2020 are lower than in August 2020. For September 2020 traffic volumes to accurately represent the peak summer period, the volumes should be adjusted accordingly. · Most of the exiting site-generated traffic from the western site driveway along Pine Street should be redistributed from turning right to turning left to the West Main Street intersection. · The design year for the study should be updated from 2029 to 2030, incorporating appropriate annual growth for the additional year projection. While we understand every individual item listed above may have a minor impact on the outcome of the Project, we are unable to comment on what the potential cumulative impact of all the items may be. Recommendations 15. EP notes the Applicant team stated in a meeting that they would install a Rectangular Rapid- Flashing Beacon (RRFB) across West Main Street for a safe pedestrian connection between Barnstable High School and the Project site. Pedestrian curb ramps compliant with the Americans with Disabilities Act (ADA) guidelines and a crosswalk would also be required. The location of the crossing should be coordinated with the Town and the design reviewed. Site Plan 16. The length of the proposed parking spaces is 19 feet. The dimensions should be revised in compliance with the Town’s Zoning Ordinance, which requires a minimum length of 20 feet. EP Page 6 of 6 envpartners.com also recommends confirming the dimensions of the two (2) existing parking spaces that will be retained from the existing site are also in accordance with the Town’s Zoning Ordinance. 17. The dimension of the accessible parking space is not compliant with ADA requirements. According to the ADA guidelines, the single accessible parking space must be van accessible and have a minimum width of 11 feet next to an access aisle of minimum five (5) feet wide, or alternatively have a minimum width of eight (8) feet next to an access aisle with a minimum width of eight (8) feet. 18. The site plans did not provide truck turning templates for emergency vehicles and loading trucks or traffic signage, and as such, no review of this item has been performed. A review of this item is recommended. 19. EP recommends adding a stop line at all the three proposed driveway exits along with a “STOP” sign. In addition, “ONE-WAY” and “DO NOT ENTER” signs should be installed on the exit-only driveways as appropriate. 20. EP recommends adding a “RIGHT TURN ONLY” sign at the proposed driveway exit at West Main Street. ATTACHMENTS Engineers Scientists Planners Designers 101 Walnut Street, PO Box 9151, Watertown, Massachusetts 02471 P 617.924.1770 F 617.924.2286 www.vhb.com To: Steve Shekari Date: 8/29/2023 Environmental Partners Project #: 15837.00 From:Randall C. Hart, Principal Adam Prichard, PE Re: Barnstable – 715 West Main Street – Traffic Peer Review VHB has received and reviewed the comments from the Peer Reviewer in the email dated August 21, 2023, for the proposed 715 West Main Street Redevelopment project. The comments and our responses are provided below. General Overview of Count Program (for informational purposes): VHB was brought onto the project team in late September of 2022. As part of a previous redevelopment project at the Dunkin Donuts located immediately west of the project site, VHB had collected peak summer, peak holiday traffic counts for both the AM and PM Peak Hours. Those counts were collected on the Thursday before Labor Day weekend which is NOT typical for peak summer traffic counts which are usually collected between the 4th of July and Labor Day on typical weeks that are not leading into or directly after the 4th of July or Labor Day holidays. This was on purpose to try and get the peak within the peak summer traffic conditions (worst case). After the project was well underway and we started communicating with the town, it became clear that the town was concerned about the potential interaction of the high school dismissal traffic and potential Dunkin Donuts activity during the mid-afternoon period which is NOT a typical peak period for a Dunkin Donuts or fast-food restaurant types of use. With that in mind, the traffic counts collected previously were supplemented in January of 2022 and included additional AM counts (with school in session) and mid- afternoon counts to review the school dismissal period. Given the recent work conducted and town familiarity with it, using those counts, already in the public forum and to be consistent between projects made good sense. Having been brought on to Wendy’s project during the end of September 2020, we assessed what additional counts would be needed and determined that we would supplement the AM, Midday, and PM counts already collected to include the weekday midday and Saturday midday which would round out the typical counts that would be collected for a fast-food restaurant with drive-through (weekday AM/Midday/PM and Sat midday). Midafternoon counts for a fast-food use is typically not required. We hope that this provides the peer consult with some detailed background regarding the evolution of the count program. Being consistent between the two projects that were under review by the town was important. Comment: Neither the September 2020 counts nor the January 2022 counts have been adjusted for COVID-19 impacts. Standard procedure for traffic counts from March 2020 through March 1, 2022 typically requires an adjustment to increase traffic volumes based on historic data. We would anticipate that the September 2020 counts are substantially lower than typical, and the January 2022 counts may still be subject to an adjustment. Response: The September 2020 counts were conducted as part of another project in the immediate area. The counts were specifically gathered on the Thursday (Sept 3rd) leading into Labor Day Weekend to capture peak summer conditions during a peak holiday period. Peak summer conditions on Cape Cod are generally understood to occur between the July 4th and Labor Day weekend. In 2020 Labor Day was late (September 7th). In comparison, this year Labor Day falls on September 4th. The Thursday leading into Labor Day weekend this year is on August 31st so you can see how it fluctuates from year to year, but the peak summer season is always between 4th of July and Labor Day so capturing September 3, 2020 is within the Steve Shekari Ref: 15837.00 8/29/2023 Page 2 peak summer, peak holiday period. Typically, peak summer season traffic data collection for cape project occurs on a typical week, not on the lead into or week following a holiday (Fourth of July or Labor Day). This is consistent with Cape Cod Commission (CCC) protocols. Using this data from the Thursday leading into a holiday weekend should be considered a very conservative approach and therefore in our judgment, no additional adjustment seemed appropriate or necessary. While we believe the analyses provided and supporting material are in line, we have reviewed both the January data and the September data and made conservative adjustments for seasonality and for covid to provide the peer reviewer with a comparison of analyses of potential project impact. The adjustments made are identified in the attachments to this document and the comparative updated analyses are presented in Table 1 below. It should be noted that the October 2022 counts (weekday midday and Saturday midday) and associated analyses remain unchanged from that presented in the former traffic impact memorandum. Comment: September 2020 counts have been stated in the study to represent peak summer months, but the seasonal adjustments show September counts are far lower than July and August. Response: September 2020 counts were taken September 3rd, the Thursday leading into Labor Day weekend of that year. Typically, peak summer season traffic data collection on the cape occurs on a typical week, not on the lead into or week following a holiday (Fourth of July or Labor Day). As described above, using this data should be considered a very conservative approach, however as noted above a supplemental analysis has been provided that considers additional adjustments to the data. The resulting analysis results are presented in Table 1 below. Comment: January 2022 counts have been stated in the study to represent an average month, but the seasonal adjustments show January volumes are lower than average month. Standard procedure typically applies a seasonal adjustment factor for lower-than-average months based on MassDOT Seasonal Adjustment or nearby continuous count stations. Response: To respond to the comment, VHB has provided an updated analysis of the average month which considers the recommended adjustments to average season and COVID even though the January counts were very close to the period when MassDOT issued its directive to uses counts as is without any adjustment for covid. At that time, MassDOT was directing VHB and other consultants to assume counts were normal and that a directive in that regard would be issued any day. The directive took looker than expected to be issued (March 1, 2022). The updated analysis is summarized in Table 1 below and the analysis sheets are provided in the attachments. Comment: No traffic analysis has been provided for the average month weekday evening operations. Response: Correct. This period was reviewed during the peak summer conditions but initially not for average month conditions as it is outside of the period of heavy school activity. Comment: We take no exception to providing the average month weekday midday traffic operations based on the peak of the roadway, as is standard practice; however, we note that the Town requested that our review include taking into consideration the traffic operations from the high school, which has a different peak hour later in the afternoon during the school dismissal period. We would not be able to provide insight Steve Shekari Ref: 15837.00 8/29/2023 Page 3 on the traffic operations during the afternoon school dismissal time with the midday analysis as presented. Response: We agree that the school dismissal period is mid-afternoon. ITE does not provide trip generation data for the mid-afternoon period. As a result, the analysis that we provided for the school dismissal period considered the traffic counts that were collected during the school dismissal period and traffic projections for a fast-food facility during the busy lunch time (mid-day) period. This very likely results in an artificially high assessment of potential impacts given the Wendy’s facility would not be generating traffic at lunchtime levels during the dismissal period in midafternoon. As such the assessment and results should be considered highly conservative. Instead of presenting the same information twice, the weekday midday analysis assumes the school dismissal peak hour and the midday peak hour projection for a fast-food restaurant. In addition, it is well known that traffic conditions along West Main Street during the morning of student arrival and afternoon dismissal is very congested. As a result, people that can avoid this area during those periods try to do so, myself being one of them as I live near by. The traffic congestion is related to the high school operations so during the afternoon dismissal period, patronage at the Wendy’s facility is likely to be low from the general public and largely comprised of students and parents with students who are in this area already for school operations. Comment: There is a discrepancy between the site plans for the eastern site driveway along Pine Street and analyses/descriptions in the study. The site plans show a two-way driveway, whereas the study states it will be an entrance only access. Jane mentioned that there were changes to the site plan that were discussed during the kickoff meeting; I just wanted to confirm that the two-way driveway is the latest design. Response: The site plan has evolved during local site plan review with the Town of Barnstable. The final site plan and associated analyses are contained in the March 9, 2023 update of the Traffic Impact Assessment which should have been provided to you from the Town of Barnstable. If that is not the case VHB would be happy to provide. . Steve Shekari Ref: 15837.00 8/29/2023 Page 4 Table 1 Unsignalized Intersection Capacity Analysis (Update) Location / Movement 2022 Existing Conditions 2029 No-Build Conditions 2029 Build Conditions D a v/c b Del c LOS d 95 Q e D v/c Del LOS 95 Q D v/c Del LOS 95 Q West Main Street at Pine Street / Barnstable High School Driveway Summer Peak Weekday Morning EB L 10 0.01 8 A 0 10 0.01 8 A 0 10 0.01 8 A 0 WB L 95 0.13 10 A 10 100 0.14 10 B 13 110 0.16 10 B 13 NB L/T 15 0.17 45 E 15 15 0.22 59 F 20 20 0.31 69 F 30 NB R 115 0.35 19 C 40 120 0.40 21 C 48 125 0.42 22 C 50 SB L/T/R 6 0.18 70 F 15 6 0.25 101 F 20 6 0.27 115 F 23 Weekday Afternoon EB L 0 - - - - 0 - - - - 0 - - - - WB L 190 0.22 10 A 20 195 0.24 10 B 23 225 0.28 11 B 30 NB L/T 15 0.23 74 F 20 15 0.30 99 F 25 25 0.57 >120 F 53 NB R 205 0.44 18 C 55 210 0.49 21 C 65 220 0.52 22 C 73 SB L/T/R 15 0.57 >120 F 55 15 0.80 >120 F 70 15 0.97 >120 F 80 Weekday Midday1 EB L 5 0.01 9 A 0 5 0.01 9 A 0 5 0.01 9 A 0 WB L 220 0.27 11 B 28 230 0.30 11 B 30 270 0.36 12 B 40 NB L/T 11 0.29 108 F 25 11 0.35 >120 F 30 21 0.85 >120 F 73 NB R 240 0.70 31 D 130 250 0.77 38 E 163 270 0.86 50 E 208 SB L/T/R 7 >1.20 >120 F 68 7 >1.20 >120 F 80 7 >1.20 >120 F 85 Saturday Midday1 EB L 5 0.01 9 A 0 5 0.01 9 A 0 5 0.01 9 A 0 WB L 170 0.21 10 B 20 175 0.22 11 B 23 215 0.29 11 B 30 NB L/T 5 0.10 70 F 8 5 0.12 90 F 10 15 0.45 >120 F 38 NB R 210 0.57 24 C 85 215 0.63 28 D 105 235 0.71 34 D 133 SB L/T/R 20 0.91 >120 F 90 20 >1.20 >120 F 113 20 >1.20 >120 F 133 Average Weekday Morning EB L 85 0.10 9 A 8 85 0.11 9 A 10 85 0.11 9 A 10 WB L 160 0.24 11 B 23 165 0.26 12 B 25 175 0.28 12 B 28 NB L/T 20 0.93 >120 F 75 20 >1.20 >120 F 85 25 >1.20 >120 F 110 NB R 310 1.12 117 F 380 320 >1.20 >120 F 470 325 >1.20 >120 F 490 SB L/T/R 107 + + + + 107 + + + + 107 + + + + Weekday Midday EB L 5 0.01 9 A 0 5 0.01 9 A 0 5 0.01 9 A 0 WB L 210 0.25 10 B 25 220 0.28 11 B 28 260 0.34 12 B 38 NB L/T 11 0.25 91 F 23 11 0.31 >120 F 28 21 0.73 >120 F 65 NB R 235 0.66 27 D 115 245 0.73 33 D 145 265 0.81 42 E 183 SB L/T/R 7 0.98 >120 F 63 7 >1.20 >120 F 73 7 >1.20 >120 F 83 Weekday Afternoon EB L 15 0.02 9 A 3 15 0.02 10 A 3 15 0.02 9 A 3 WB L 250 0.30 11 B 30 260 0.33 11 B 35 300 0.39 12 B 48 NB L/T 10 >1.20 >120 F 58 10 + + + + 20 + + + + NB R 275 0.67 28 D 120 285 0.76 36 E 155 295 0.83 45 E 193 SB L/T/R 110 >1.20 >120 F 915 110 >1.20 >120 F 945 110 >1.20 >120 F 955 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. + Computation not defined 1 October 2022 counts used. Adjustment methodology unchanged from original TIAS. Steve Shekari Ref: 15837.00 8/29/2023 Page 5 Table 2 Unsignalized Driveway Capacity Analysis (Update) Location / Movement 2022 Existing Conditions 2029 No-Build Conditions 2029 Build Conditions D a v/c b Del c LOS d 95 Q e D v/c Del LOS 95 Q D v/c Del LOS 95 Q West Main Street at east Site Driveway Summer Peak Weekday Morning NB R 5 0.02 15 B 0 Weekday Afternoon NB R 15 0.04 13 B 3 Weekday Midday1 NB R 20 0.06 15 B 5 Saturday Midday1 NB R 25 0.07 15 C 5 Average Weekday Morning NB R 5 0.02 18 C 3 Weekday Midday NB R 20 0.05 15 B 5 Weekday Afternoon NB R 20 0.06 15 B 5 Pine Street at east Site Driveway Summer Peak Weekday Morning EB L 1 0.00 8 A 0 SB L/R 4 0.01 10 A 0 Weekday Afternoon EB L 5 0.00 8 A 0 SB L/R 10 0.02 11 B 3 Weekday Midday1 EB L 5 0.01 8 A 0 SB L/R 20 0.05 13 B 3 Saturday Midday1 EB L 5 0.00 8 A 0 SB L/R 20 0.04 11 B 3 Average Weekday Morning EB L 1 0.00 8 A 0 SB L/R 4 0.01 12 B 0 Weekday Midday EB L 5 0.01 8 A 0 SB L/R 20 0.04 13 B 3 Weekday Afternoon EB L 5 0.01 8 A 0 SB L/R 20 0.04 13 B 3 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. + Computation not defined 1 October 2022 counts used. Adjustment methodology unchanged from original TIAS. Analysis unavailable during 2022 Existing and 2029 No-Build Conditions Analysis unavailable during 2022 Existing and 2029 No-Build Conditions Steve Shekari Ref: 15837.00 8/29/2023 Page 6 Table 3 Unsignalized Driveway Capacity Analysis (Update) Location / Movement 2022 Existing Conditions 2029 No-Build Conditions 2029 Build Conditions D a v/c b Del c LOS d 95 Q e D v/c Del LOS 95 Q D v/c Del LOS 95 Q Pine Street at west Site Driveway Summer Peak Weekday Morning SB L/R 10 0.01 10 A 0 Weekday Afternoon SB L/R 30 0.05 11 B 5 Weekday Midday1 SB L/R 45 0.09 12 B 8 Saturday Midday1 SB L/R 45 0.07 11 B 5 Average Weekday Morning SB L/R 10 0.02 12 B 3 Weekday Midday SB L/R 45 0.09 12 B 8 Weekday Afternoon SB L/R 45 0.09 12 B 8 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. + Computation not defined 1 October 2022 counts used. Adjustment methodology unchanged from original TIAS. Analysis unavailable during 2022 Existing and 2029 No-Build Conditions 715 West Main Street Traffic Impact and Access Study – Response to Comments Attachments Attachments  Memorandum Figures  Count Station Data  Seasonal Adjustment Factors  Capacity Analysis Worksheets 715 West Main Street Traffic Impact and Access Study – Response to Comments Attachments Memorandum Figures Stop-Controlled West Main Street School DrivewayDrivewaySitePine St r e e t DrivewayEast SiteDrivewayWest SiteWest Main StreetBarnstable High \\gbldata\projects\Wat-TS\15837.00\Graphics\FIGURES\Networks_2022 _v2.dwg Figure 1/ane *eoPetry and 7raIIic Control  West Main Street Hyannis MassachXsetts Not to Scale Neg = Negligible Weekday Morning Peak Hour-Summer Neg = Negligible Weekday Evening Peak Hour-Summer105115NegNeg510 585 10 Neg 345 95 West Main Street School DrivewayNegNeg605 Neg 355 Neg DrivewaySitePine St r e e t NegNegNeg 130 Neg 105DrivewayEast SiteDrivewayWest SiteWest Main StreetBarnstable High15Neg2055Neg10Neg 550 5 Neg 535 190 West Main Street School DrivewayDrivewaySitePine St r e e t DrivewayEast SiteDrivewayWest SiteWest Main StreetBarnstable HighNegNegNeg 130 Neg 105 NegNeg555 Neg 555 Neg NegNegNeg 220 Neg 195 NegNegNeg 220 Neg 195 \\gbldata\projects\Wat-TS\15837.00\Graphics\FIGURES\Networks_2022 _v2.dwg Sheet 22022 E[isting &onditions 15 West Main Street Hyannis Massachusetts Not to Scale Neg = Negligible Weekday Midday Peak Hour-Summer Neg = Negligible Saturday Midday Peak Hour-Summer10Neg240NegNeg55 650 40 5 590 220 West Main Street School DrivewayNegNeg695 Neg 600 Neg DrivewaySitePine Str e e t NegNegNeg 250 Neg 260DrivewayEast SiteDrivewayWest SiteWest Main StreetBarnstable High5Neg21010Neg105 675 5 5 540 170 West Main Street School DrivewayDrivewaySitePine Str e e t DrivewayEast SiteDrivewayWest SiteWest Main StreetBarnstable HighNegNegNeg 250 Neg 260 NegNeg685 Neg 555 Neg NegNegNeg 215 Neg 175 NegNegNeg 215 Neg 175 \\gbldata\projects\Wat-TS\15837.00\Graphics\FIGURES\Networks_2022 _v2.dwg Figure 32022 E[isting &onditions 715 West Main Street Hyannis Massachusetts Not to Scale Neg = Negligible Weekday Morning Peak Hour-Average Neg = Negligible Weekday Midday Peak Hour-Average101031055Neg5085 740 15 70 470 160 West Main Street School DrivewayNegNeg840 Neg 535 Neg DrivewaySitePine Str e e t NegNegNeg 330 Neg 175DrivewayEast SiteDrivewayWest SiteWest Main StreetBarnstable High10Neg235NegNeg55 625 35 5 570 210 West Main Street School DrivewayDrivewaySitePine Str e e t DrivewayEast SiteDrivewayWest SiteWest Main StreetBarnstable HighNegNegNeg 330 Neg 175 NegNeg665 Neg 580 Neg NegNegNeg 245 Neg 245 NegNegNeg 245 Neg 245 \\gbldata\projects\Wat-TS\15837.00\Graphics\FIGURES\Networks_2022 _v2.dwg Figure 42022 E[isting &onditions 715 West Main Street Hyannis Massachusetts Not to Scale Neg = Negligible Weekday Afternoon Peak Hour-Average 5527570103015 625 20 15 690 250 West Main Street School DrivewayNegNeg660 Neg 765 Neg DrivewaySitePine Str e e t NegNegNeg 285 Neg 280DrivewayEast SiteDrivewayWest SiteWest Main StreetBarnstable HighNegNegNeg 285 Neg 280 \\gbldata\projects\Wat-TS\15837.00\Graphics\FIGURES\Networks_2022 _v2.dwg Figure 52022 E[isting &onditions 715 West Main Street Hyannis Massachusetts Not to Scale Neg = Negligible Weekday Morning Peak Hour-Summer Neg = Negligible Weekday Evening Peak Hour-Summer105120NegNeg510 635 10 405 375 100 West Main Street School DrivewayNegNeg655 Neg 415 Neg DrivewaySitePine Str e e t NegNegNeg 135 Neg 110DrivewayEast SiteDrivewayWest SiteWest Main StreetBarnstable High15Neg2105Neg10Neg 610 5 Neg 585 195 West Main Street School DrivewayDrivewaySitePine Str e e t DrivewayEast SiteDrivewayWest SiteWest Main StreetBarnstable HighNegNegNeg 135 Neg 110 NegNeg615 Neg 605 Neg NegNegNeg 225 Neg 200 NegNegNeg 225 Neg 200 \\gbldata\projects\Wat-TS\15837.00\Graphics\FIGURES\Networks_2022 _v2.dwg Figure 62029 No Build &onditions 715 West Main Street Hyannis Massachusetts Not to Scale Neg = Negligible Weekday Midday Peak Hour-Summer Neg = Negligible Saturday Midday Peak Hour-Summer10Neg250NegNeg55 695 40 5 635 230 West Main Street School DrivewayNegNeg740 Neg 650 Neg DrivewaySitePine Str e e t NegNegNeg 260 Neg 270DrivewayEast SiteDrivewayWest SiteWest Main StreetBarnstable High5Neg21510Neg105 735 5 5 595 175 West Main Street School DrivewayDrivewaySitePine Str e e t DrivewayEast SiteDrivewayWest SiteWest Main StreetBarnstable HighNegNegNeg 260 Neg 270 NegNeg745 Neg 310 Neg NegNegNeg 220 Neg 180 NegNegNeg 220 Neg 180 \\gbldata\projects\Wat-TS\15837.00\Graphics\FIGURES\Networks_2022 _v2.dwg Figure 72029 No Build &onditions 715 West Main Street Hyannis Massachusetts Not to Scale Neg = Negligible Weekday Morning Peak Hour-Average Neg = Negligible Weekday Midday Peak Hour-Average101032055Neg5085 795 15 70 530 165 West Main Street School DrivewayNegNeg895 Neg 595 Neg DrivewaySitePine Str e e t NegNegNeg 340 Neg 185DrivewayEast SiteDrivewayWest SiteWest Main StreetBarnstable High10Neg245NegNeg55 670 35 5 615 220 West Main Street School DrivewayDrivewaySitePine Str e e t DrivewayEast SiteDrivewayWest SiteWest Main StreetBarnstable HighNegNegNeg 340 Neg 185 NegNeg710 Neg 630 Neg NegNegNeg 255 Neg 255 NegNegNeg 255 Neg 255 \\gbldata\projects\Wat-TS\15837.00\Graphics\FIGURES\Networks_2022 _v2.dwg Figure 82029 No Build &onditions 715 West Main Street Hyannis Massachusetts Not to Scale Neg = Negligible Weekday Afternoon Peak Hour-Average 5528570103015 690 20 15 745 260 West Main Street School DrivewayNegNeg725 Neg 820 Neg DrivewaySitePine Str e e t NegNegNeg 295 Neg 290DrivewayEast SiteDrivewayWest SiteWest Main StreetBarnstable HighNegNegNeg 295 Neg 290 \\gbldata\projects\Wat-TS\15837.00\Graphics\FIGURES\Networks_2022 _v2.dwg Figure 92029 No Build &onditions 715 West Main Street Hyannis Massachusetts Not to Scale Neg = Negligible Neg = Negligible(2)[2](2)[3](3)[-3] 5[6] [-6] 5[6] West Main Street School Driveway(3)[3]5 (2)[-4]DrivewaySitePine Str e e t 1 (2)[3] 10 [11](4)[3](2)[3]1 1[1]DrivewayEast SiteDrivewayWest SiteWest Main StreetBarnstable HighWest Main Street School DrivewayDrivewaySitePine Str e e t DrivewayEast SiteDrivewayWest SiteWest Main StreetBarnstable HighXX = Entering Traffic (XX) = Exiting Traffic [XX] = Pass-By Traffic XX = Entering Traffic (XX) = Exiting Traffic [XX] = Pass-By Traffic Weekday Morning Peak Hour Weekday Evening Peak Hour (3)[5](3)[8](6)[-8] 14[16] [-16] 14[16](6)[8]14 (3)[-11] 3 (4)[9] 27[31](7)[8](4)[9]3 (2)[3](1)[1](1)[1](2)[3](2)[3]\\gbldata\projects\Wat-TS\15837.00\Graphics\FIGURES\Networks_2022 _v3.dwg Figure 10Site-*enerated TriSs 715 West Main Street Hyannis Massachusetts Not to Scale Neg = Negligible Neg = Negligible XX = Entering Traffic (XX) = Exiting Traffic [XX] = Pass-By Traffic XX = Entering Traffic (XX) = Exiting Traffic [XX] = Pass-By Traffic Weekday Midday Peak Hour Saturday Midday Peak Hour(6)[6](6)[10](12)[2] 18[21] [-21] 18[21] West Main Street School Driveway(12)[10]18 (6)[-14]DrivewaySitePine Str e e t 4 (8)[12] 37 [41](13)[10](8)[12]4 (4)[4]DrivewayEast SiteDrivewayWest SiteWest Main StreetBarnstable HighWest Main Street School DrivewayDrivewaySitePine Str e e t DrivewayEast SiteDrivewayWest SiteWest Main StreetBarnstable High(6)[6](6)[11](13)[-11] 20[22] [-22] 20[22](13)[11]20 (6)[-15] 5 (8)[13] 40 [43] 5 (4)[4](4)[4](4)[4](4)[4](12)[11](8)[13]\\gbldata\projects\Wat-TS\15837.00\Graphics\FIGURES\Networks_2022 _v3.dwg Figure 11Site-*enerated TriSs 715 West Main Street Hyannis Massachusetts Not to Scale Neg = Negligible Weekday Morning Peak Hour-Summer Neg = Negligible Weekday Evening Peak Hour-Summer155125NegNeg510 635 20 Neg 400 110 West Main Street School Driveway660 Neg 415 Neg DrivewaySitePine Str e e t Neg 145 20 110DrivewayEast SiteDrivewayWest SiteWest Main StreetBarnstable High25Neg2205Neg10Neg 610 35 Neg 570 225 West Main Street School DrivewayDrivewaySitePine Str e e t DrivewayEast SiteDrivewayWest SiteWest Main StreetBarnstable High55Neg 140 Neg 110 630 Neg 600 Neg 5 240 60 200 1515Neg 230 Neg 205 5152255\\gbldata\projects\Wat-TS\15837.00\Graphics\FIGURES\Networks_2022 _v3.dwg Figure 12202 Build &onditions 715 West Main Street Hyannis Massachusetts Not to Scale Neg = Negligible Weekday Midday Peak Hour-Summer Neg = Negligible Saturday Midday Peak Hour-Summer20Neg270NegNeg55 695 80 10 615 270 West Main Street School Driveway760 Neg 635 Neg DrivewaySitePine Str e e t 5 280 80 270DrivewayEast SiteDrivewayWest SiteWest Main StreetBarnstable High15Neg23510Neg105 735 50 5 575 215 West Main Street School DrivewayDrivewaySitePine Str e e t DrivewayEast SiteDrivewayWest SiteWest Main StreetBarnstable High2520Neg 265 Neg 280 765 Neg 600 Neg 5 240 85 180 2520Neg 225 Neg 190 202510101010\\gbldata\projects\Wat-TS\15837.00\Graphics\FIGURES\Networks_2022 _v3.dwg Figure 132029 Build &onditions 715 West Main Street Hyannis Massachusetts Not to Scale Neg = Negligible Weekday Morning Peak Hour-Average Neg = Negligible Weekday Midday Peak Hour-Average151032555Neg5085 795 25 70 525 175 West Main Street School Driveway900 Neg 595 Neg DrivewaySitePine Str e e t Neg 350 20 180DrivewayEast SiteDrivewayWest SiteWest Main StreetBarnstable High20Neg265NegNeg55 670 75 5 595 260 West Main Street School DrivewayDrivewaySitePine Str e e t DrivewayEast SiteDrivewayWest SiteWest Main StreetBarnstable High55Neg 345 Neg 180 730 Neg 615 Neg 5 275 80 255 2520Neg 260 Neg 265 520221010\\gbldata\projects\Wat-TS\15837.00\Graphics\FIGURES\Networks_2022 _v3.dwg Figure 142029 Build &onditions 715 West Main Street Hyannis Massachusetts Not to Scale Neg = Negligible Weekday Afternoon Peak Hour-Average 20530570103015 690 60 15 725 300 West Main Street School Driveway745 Neg 810 Neg DrivewaySitePine Str e e t 5 315 80 290DrivewayEast SiteDrivewayWest SiteWest Main StreetBarnstable High2520Neg 300 Neg 300 201010\\gbldata\projects\Wat-TS\15837.00\Graphics\FIGURES\Networks_2022 _v3.dwg Figure 152029 Build &onditions 715 West Main Street Hyannis Massachusetts Not to Scale 715 West Main Street Traffic Impact and Access Study – Response to Comments Attachments Count Station Data January Historic Counts 7351 - Average of Month for TWTh 2019 25934 2022 23376 % Difference 9.9% Factor 1.11 August Historic Counts 7351 - Average of Month for TWTh 2019 31800 2020 28816 % Difference 9.4% Factor 1.10 August compared to Pre-Labor Day counts August 2020 28816 9/3/2020 28213 % Difference 2.1% Factor 1.02 Summary - Increase January 2022 counts by 1.11 to match 2019 conditions. Already increased by 1.26 to account for seasonal adjustment by MassDOT seasonal factors. Increase September 2020 counts by 1.10 to match 2019 conditions. No Seasonal adjustment. 1/2019 7 10 11 12 13 14 15 16 17 18 19 21 22 29 30 31 Total 455 67 67 119 122 65 68 65 76 64 129 123 70 52 53 57 1,652 65 12-1A 409 45 28 82 62 25 33 35 27 40 72 39 35 25 28 31 1,016 33 1-2A 380 23 11 29 26 14 17 15 16 36 31 23 19 8 23 16 687 18 2-3A 481 32 36 33 33 34 31 31 32 53 39 35 35 36 26 26 993 30 3-4A 1,037 81 83 54 36 94 97 89 88 87 57 74 91 95 102 76 2,241 89 4-5A 634 318 283 144 75 285 302 309 326 288 133 189 296 321 292 279 4,474 303 5-6A 1,066 1,369 1,009 396 196 972 1,019 1,024 1,032 975 411 481 1,043 1,142 1,045 950 14,130 1069 6-7A 1,906 1,935 1,911 728 420 1,972 1,809 1,942 1,956 1,821 757 914 1,904 2,289 1,951 1,818 26,033 1902 7-8A 1,847 1,918 1,904 1,017 671 1,822 1,614 1,896 1,862 1,848 1,101 982 1,949 3,284 2,164 1,750 27,629 1879 8-9A 1,637 1,739 1,579 1,345 1,107 1,557 1,644 1,612 1,619 1,594 1,332 1,162 1,682 2,367 1,572 1,500 25,048 1624 9-10A 1,517 1,729 1,698 1,556 1,340 1,515 1,585 1,596 1,585 1,607 1,845 1,737 1,590 2,411 1,536 1,411 26,258 1576 10-11A 1,667 1,894 1,793 1,842 1,588 1,587 1,719 1,710 1,786 1,780 1,974 1,949 1,652 2,507 1,565 1,501 28,514 1690 11-12A 1,666 3,124 1,858 1,907 1,987 1,641 1,695 1,759 1,875 1,843 2,037 2,096 1,763 1,611 1,620 1,643 30,125 1926 12-1P 1,690 2,125 1,866 1,845 1,338 1,664 1,670 1,765 1,796 1,702 1,908 2,368 1,639 1,661 1,633 1,652 28,322 1754 1-2P 1,816 1,876 2,019 1,811 1,096 1,761 1,838 1,930 1,917 1,957 1,788 2,363 1,793 1,906 1,833 1,717 29,421 1843 2-3P 2,064 2,122 2,266 1,845 1,003 2,085 2,063 2,136 2,157 2,102 1,711 1,548 1,925 2,016 2,016 1,985 31,044 2058 3-4P 2,137 2,136 2,291 1,616 1,018 2,218 2,126 2,068 2,166 2,145 1,549 1,624 1,997 2,179 2,120 1,999 31,389 2087 4-5P 1,883 1,962 2,070 1,412 961 1,983 1,971 1,967 1,798 1,898 1,299 1,314 1,860 1,901 2,008 1,823 28,110 1913 5-6P 1,151 1,252 1,416 1,016 673 1,237 1,282 1,211 1,356 1,323 944 884 1,157 1,285 1,232 1,279 18,698 1253 6-7P 734 813 898 768 477 709 802 873 848 825 655 561 768 770 789 808 12,098 814 7-8P 480 623 647 597 410 587 617 613 653 633 511 485 654 639 635 579 9,363 625 8-9P 341 441 602 545 288 380 420 458 501 544 539 329 387 429 423 430 7,057 437 9-10P 237 274 399 367 184 236 216 250 278 404 452 234 208 227 245 275 4,486 249 10-11P 185 171 241 268 119 164 167 151 157 238 219 157 138 132 159 144 2,810 TWTh Average 11-12P 27420 28069 26975 21342 15230 24607 24805 25505 25907 25807 21493 21671 24655 29293 25070 23749 391,598 25394 Total: County :Barnstable Community :Roadbed :Location :FALMOUTH ROAD 7351 Lane Direction :2-WAY Route : Generated 8/28/2023 Page 1 of 1 8/2019 1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Total 12-1A 147 147 235 315 115 119 135 200 228 239 109 112 102 125 125 227 216 104 116 110 105 152 197 221 110 87 93 88 116 212 4,607 112 1-2A 70 66 133 184 55 54 65 77 121 171 58 63 53 81 89 139 171 68 48 62 49 65 118 147 47 49 45 39 65 114 2,566 57 2-3A 46 44 72 78 39 42 39 29 77 85 36 38 35 33 41 69 94 40 44 33 37 47 42 64 32 30 32 44 41 65 1,448 38 3-4A 53 53 61 56 54 32 50 43 62 67 50 34 51 49 50 48 46 41 55 33 34 47 48 37 40 38 44 44 38 54 1,412 43 4-5A 144 128 114 85 132 145 104 121 121 90 115 139 111 129 126 104 131 156 137 127 118 124 81 70 116 121 112 105 119 103 3,528 124 5-6A 383 398 230 205 385 396 360 378 238 146 391 404 403 409 397 204 538 356 408 389 376 360 234 135 362 360 385 325 343 228 10,126 383 6-7A 1,140 1,056 616 438 1,082 1,133 1,113 1,130 578 380 1,076 1,116 1,123 1,175 1,055 573 1,027 1,046 1,101 1,141 1,066 1,042 581 372 1,069 1,162 1,190 1,078 1,000 575 28,234 1128 7-8A 2,009 2,068 1,212 715 1,975 2,119 2,005 2,028 1,141 739 2,067 1,984 1,981 2,081 1,984 1,153 856 1,928 1,936 2,034 1,990 1,859 1,112 673 1,905 2,068 2,085 1,965 1,974 1,135 50,781 2021 8-9A 2,163 2,231 1,719 1,141 2,189 2,110 2,148 2,323 1,683 1,189 2,260 2,185 2,083 2,191 2,188 1,586 1,274 2,092 2,038 2,018 2,100 2,067 1,481 996 1,951 2,029 2,076 2,000 2,128 1,539 57,178 2095 9-10A 2,150 2,228 2,229 1,658 2,096 2,139 2,226 2,210 2,054 1,656 2,061 2,094 2,115 2,143 2,139 2,098 1,624 2,026 2,013 1,982 2,017 2,159 1,966 1,408 1,880 1,996 1,960 1,935 2,185 1,920 60,367 2064 10-11A 2,231 2,310 2,318 1,933 2,127 2,181 2,337 2,314 2,385 2,016 2,174 2,108 2,133 2,124 2,277 2,299 2,000 2,139 2,130 2,214 2,174 2,136 2,195 1,905 1,997 1,953 2,044 1,975 2,203 2,109 64,441 2134 11-12A 2,270 2,319 2,397 2,123 2,194 2,229 2,246 2,297 2,437 2,159 2,305 2,232 2,245 2,193 2,255 2,496 2,287 2,199 2,232 2,274 2,177 2,227 2,348 2,173 2,104 2,087 2,070 2,167 2,331 2,210 67,283 2202 12-1P 2,331 2,312 2,199 2,186 2,190 2,269 2,267 2,344 2,373 2,307 2,292 2,140 2,237 2,238 2,263 2,472 2,336 2,324 2,179 2,235 2,130 2,288 2,284 2,202 2,217 2,062 2,216 2,184 2,334 2,181 67,592 2207 1-2P 2,218 2,273 2,160 2,126 2,128 2,120 2,161 2,271 2,176 2,041 2,141 2,205 2,113 2,132 2,126 2,277 2,367 2,119 2,082 2,147 2,104 2,355 2,084 2,208 2,068 2,102 2,114 2,208 2,247 2,080 64,953 2142 2-3P 2,272 2,229 2,192 1,853 2,214 2,208 2,316 2,370 2,255 1,910 2,201 2,252 2,190 2,223 2,235 2,335 2,133 2,217 2,227 2,349 2,202 2,321 2,043 2,068 2,125 2,180 2,143 2,240 2,240 2,147 65,890 2234 3-4P 2,312 2,426 2,147 1,795 2,314 2,285 2,355 2,257 2,262 1,940 2,340 2,270 2,279 2,346 2,377 2,353 1,907 2,192 2,225 2,347 2,253 2,308 2,080 1,949 2,258 2,356 2,203 2,289 2,332 1,956 66,713 2293 4-5P 2,464 2,339 2,106 1,792 2,261 2,371 2,409 2,316 2,194 1,815 2,415 2,320 2,461 2,429 2,484 2,281 1,795 2,312 2,367 2,340 2,357 2,430 1,969 1,969 2,158 2,320 2,177 2,367 2,333 1,962 67,313 2365 5-6P 2,412 2,396 2,121 1,655 2,345 2,456 2,416 2,467 2,011 1,488 2,383 2,263 2,516 2,376 2,389 1,896 1,710 2,369 2,276 2,318 2,316 2,372 1,946 1,661 2,114 2,330 2,153 2,196 2,164 1,855 65,370 2336 6-7P 1,823 1,832 1,706 1,517 1,818 1,874 1,953 1,958 1,758 1,470 1,918 1,809 1,905 1,870 2,051 1,730 1,429 1,772 1,743 1,716 1,855 1,796 1,550 1,340 1,827 1,806 1,565 1,834 1,749 1,549 52,523 1813 7-8P 1,377 1,417 1,450 1,145 1,236 1,473 1,475 1,725 1,363 1,322 1,375 1,158 1,466 1,512 1,444 1,369 1,229 1,341 1,340 1,430 1,430 1,446 1,244 970 1,218 1,244 1,039 1,300 1,360 1,371 40,269 1354 8-9P 1,195 1,262 1,207 1,031 1,125 1,211 1,185 1,317 1,227 1,157 1,119 913 1,152 1,162 1,156 1,137 951 960 1,061 1,066 1,103 1,011 1,110 737 973 896 838 1,022 1,058 1,183 32,525 1067 9-10P 917 957 991 762 794 860 886 967 1,019 779 774 717 860 889 849 1,004 680 627 741 704 777 818 880 614 583 683 549 719 761 910 24,071 775 10-11P 536 779 919 476 484 499 693 829 799 531 461 405 519 728 734 882 526 484 502 451 684 757 737 434 377 469 338 555 653 809 18,050 532 11-12P 327 514 517 243 277 342 374 491 481 322 276 258 251 321 438 495 272 232 261 269 302 397 435 226 240 229 195 250 475 415 10,125 282 Total: 32990 33784 31051 25512 31629 32667 33318 34462 31043 26019 32397 31219 32384 32959 33272 31227 27599 31144 31262 31789 31756 32584 28765 24579 29771 30657 29666 30929 32249 28682 927,365 31800 Location ID :7351 Lane Direction :2-WAY Roadbed :ML Location :FALMOUTH ROAD Massachusetts Highway Department Volume by Hour by Day for 8/1/2019 - 8/31/2019 Criteria: Location ID = 7351 District :County :Barnstable Generated 8/28/2023 Page 1 of 1 9/2019 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total 12-1A 224 140 78 84 107 126 189 82 69 81 75 75 164 159 64 78 73 97 97 158 169 67 71 61 90 97 170 138 72 3,155 1-2A 124 98 36 54 43 71 109 50 30 38 33 49 84 87 39 36 35 31 51 82 80 41 34 23 31 41 77 94 29 1,630 2-3A 84 57 40 24 24 26 54 31 22 28 22 24 42 33 23 23 23 30 25 30 64 31 32 18 29 18 30 45 29 961 3-4A 43 47 40 36 37 33 33 44 43 29 42 40 31 32 46 27 43 31 36 45 30 33 30 37 38 37 40 34 38 1,075 4-5A 83 81 114 105 116 73 47 111 117 118 100 125 69 56 133 110 125 114 104 77 65 115 122 109 121 123 81 56 113 2,883 5-6A 173 168 389 388 383 163 150 353 419 387 402 372 204 132 403 388 363 363 363 205 124 369 350 387 342 372 179 125 352 8,768 6-7A 360 411 1,248 1,188 1,163 398 372 1,162 1,195 1,180 1,201 1,173 557 313 1,149 1,201 1,179 1,206 1,130 463 325 1,168 1,229 1,212 1,222 1,148 462 358 1,161 26,534 7-8A 726 634 2,102 2,241 2,118 762 648 2,094 2,220 2,125 2,136 2,151 1,233 612 2,052 2,095 2,095 2,127 2,095 1,046 610 2,121 2,092 2,112 2,153 2,022 974 589 2,024 48,009 8-9A 1,118 916 2,058 2,141 2,035 1,025 1,018 2,027 2,093 2,044 2,045 2,165 1,528 990 2,003 2,131 1,932 2,009 1,971 1,402 1,073 2,083 2,045 2,071 2,085 2,072 1,506 1,013 1,997 50,596 9-10A 1,554 1,355 1,953 1,961 1,964 1,341 1,413 1,881 1,943 1,964 2,000 2,031 1,776 1,462 1,806 1,980 1,918 1,850 1,807 1,691 1,409 1,805 1,878 1,854 1,922 1,929 1,797 1,394 1,808 51,446 10-11A 1,988 1,853 1,949 1,932 1,996 1,700 1,734 1,772 1,848 1,920 1,873 1,971 2,095 1,807 1,836 1,841 1,854 1,854 1,991 2,086 1,677 1,822 1,887 1,770 1,888 1,865 1,944 1,712 1,728 54,193 11-12A 2,061 2,048 1,903 1,937 2,144 1,954 1,871 1,883 1,848 1,888 1,783 2,054 2,308 1,914 1,830 1,948 1,985 1,909 2,087 2,220 2,020 1,926 1,864 1,946 1,838 2,019 2,052 1,849 1,868 56,957 12-1P 2,172 1,956 1,972 2,073 2,137 2,080 1,983 1,979 2,049 1,993 1,885 2,095 2,210 2,123 1,858 1,993 1,878 2,090 2,023 2,081 2,103 1,956 1,885 1,944 1,922 2,064 2,067 2,106 1,902 58,579 1-2P 1,964 2,009 2,043 2,015 2,108 2,041 1,949 1,865 1,990 1,932 1,796 2,136 2,081 1,774 1,894 1,871 2,021 1,984 2,091 2,103 1,769 1,915 1,919 1,855 1,949 1,944 2,087 1,652 1,883 56,640 2-3P 1,994 1,868 2,129 2,265 2,167 1,997 1,812 2,018 1,970 2,062 2,084 2,154 1,972 1,518 1,856 2,023 2,080 2,036 2,112 1,883 1,581 1,991 2,116 1,987 2,018 2,117 1,983 1,450 1,995 57,238 3-4P 1,830 1,747 2,165 2,307 2,293 1,930 1,731 2,209 2,218 2,234 2,183 2,292 1,938 1,470 2,219 2,272 2,233 2,289 2,183 1,811 1,396 2,148 2,253 2,067 2,189 2,181 2,007 1,400 2,103 59,298 4-5P 1,819 1,635 2,337 2,406 2,341 1,862 1,651 2,243 2,242 2,309 2,201 2,245 1,823 1,541 2,235 2,301 2,321 2,307 2,285 1,825 1,532 2,235 2,169 2,027 2,284 2,257 1,841 1,383 2,181 59,838 5-6P 1,659 1,450 2,232 2,390 2,206 1,623 1,381 2,248 2,277 2,304 2,143 2,193 1,763 1,388 2,245 2,310 2,151 2,329 2,294 1,771 1,491 2,137 2,243 2,354 2,234 2,122 1,617 1,379 2,173 58,107 6-7P 1,406 1,102 1,645 1,793 1,529 1,361 1,131 1,678 1,666 1,706 1,521 1,687 1,387 1,077 1,531 1,616 1,669 1,791 1,687 1,530 1,132 1,563 1,657 1,641 1,668 1,763 1,317 1,092 1,573 43,919 7-8P 1,160 885 1,179 1,153 964 1,049 823 1,012 1,114 1,126 1,078 1,263 1,054 874 1,087 1,050 1,106 1,157 1,174 1,087 804 1,030 1,126 1,185 1,097 1,154 1,075 809 966 30,641 8-9P 1,014 661 796 916 722 888 582 752 764 805 791 880 844 603 760 748 821 833 896 782 636 686 765 834 755 839 777 552 683 22,385 9-10P 748 461 539 552 640 688 398 499 494 573 571 709 695 418 487 523 500 700 740 702 391 468 527 534 543 681 694 395 444 16,314 10-11P 585 305 315 374 420 550 250 279 298 369 354 482 519 251 286 322 307 334 520 641 236 255 289 312 309 461 496 245 273 10,637 11-12P 355 171 179 197 269 336 181 132 172 160 182 265 340 142 155 157 174 192 314 355 129 140 156 180 196 311 313 152 149 6,154 Total: 25244 22058 29441 30532 29926 24077 21510 28404 29101 29375 28501 30631 26717 20776 27997 29044 28886 29663 30076 26076 20846 28105 28739 28520 28923 29637 25586 20022 27544 785,957 Massachusetts Highway Department Volume by Hour by Day for 9/1/2019 - 9/30/2019 Criteria: Location ID = 7351 District :County : Roadbed :ML Location : Location ID :7351 Lane Direction : Generated 8/28/2023 Page 1 of 1 8/2020 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Total 12-1A 162 156 85 93 75 100 129 148 187 107 104 90 115 126 180 110 101 85 101 98 99 156 156 94 86 84 91 90 143 116 84 3,551 94 1-2A 93 95 41 59 26 38 53 82 102 43 34 24 38 50 72 83 47 41 44 44 44 78 85 37 35 31 35 32 80 49 33 1,648 37 2-3A 35 51 19 47 30 26 36 41 48 19 36 35 20 35 44 42 18 26 21 35 32 29 42 32 30 31 24 23 36 41 23 1,007 30 3-4A 36 43 29 32 23 39 44 45 38 41 32 33 39 45 36 37 28 24 28 34 36 49 42 34 38 26 43 45 37 37 32 1,125 33 4-5A 106 62 98 105 103 110 108 96 89 118 100 98 97 111 69 71 86 106 106 92 94 105 91 111 108 99 92 94 65 68 118 2,976 101 5-6A 211 166 318 311 314 327 298 187 141 309 310 313 328 332 164 124 278 298 337 336 320 194 125 333 320 308 320 332 188 123 321 8,286 319 6-7A 558 379 980 987 1,032 1,052 1,029 539 328 976 1,003 1,031 1,012 977 534 339 911 850 992 984 980 524 384 981 1,008 1,018 995 928 472 358 956 25,097 997 7-8A 1,130 718 1,803 1,684 1,759 1,840 1,771 1,032 731 1,788 1,872 1,789 1,813 1,787 962 572 1,632 1,618 1,720 1,753 1,758 1,016 618 1,670 1,686 1,811 1,738 1,771 829 663 1,756 45,090 1757 8-9A 1,462 973 1,843 1,818 1,815 1,889 1,911 1,354 1,082 1,769 1,884 1,810 1,873 1,936 1,368 939 1,659 1,819 1,902 1,805 1,885 1,344 1,026 1,746 1,792 1,867 1,749 1,864 1,223 1,019 1,705 50,131 1835 9-10A 1,778 1,430 1,943 1,834 1,732 1,900 1,894 1,706 1,449 1,921 1,903 1,905 1,847 2,088 1,782 1,287 1,726 1,880 1,811 1,840 1,905 1,824 1,365 1,753 1,855 1,846 1,812 1,803 1,652 1,330 1,699 54,500 1847 10-11A 2,156 1,675 2,053 1,984 1,930 2,118 2,113 2,068 1,746 2,070 2,022 2,035 2,083 2,144 2,129 1,708 1,906 1,930 1,899 2,074 2,184 2,127 1,831 1,935 1,949 1,998 1,928 2,047 2,018 1,765 1,835 61,460 1996 11-12A 2,313 1,899 2,019 2,095 2,006 2,113 2,259 2,331 2,053 2,080 2,082 2,164 2,121 2,151 2,275 2,019 2,040 2,046 1,987 2,044 2,168 2,203 1,967 2,024 1,972 2,058 2,133 2,044 2,301 1,954 1,948 64,869 2068 12-1P 2,176 1,916 2,073 2,136 2,104 2,122 2,304 2,350 1,809 2,132 2,163 2,247 2,114 2,225 2,306 2,083 2,184 2,044 2,066 2,050 2,201 2,202 1,996 2,037 2,063 2,122 2,100 2,142 2,263 1,862 1,998 65,590 2111 1-2P 2,018 1,878 2,029 2,134 1,882 2,142 2,278 2,144 1,848 2,056 2,062 2,167 2,110 2,230 2,224 2,175 2,074 1,971 2,014 2,053 2,208 2,137 1,892 1,962 1,986 1,986 2,039 2,127 2,178 1,851 1,872 63,727 2046 2-3P 1,989 1,821 2,089 2,195 2,101 2,174 2,315 2,105 1,700 2,071 2,116 2,123 2,285 2,290 2,184 2,098 2,156 2,038 2,263 2,172 2,181 2,014 1,835 2,077 2,084 2,029 2,121 2,159 2,261 1,737 1,967 64,750 2142 3-4P 1,914 1,759 2,208 2,243 2,181 2,225 2,237 2,138 1,720 2,203 2,168 2,298 2,274 2,334 2,067 2,004 2,164 2,147 2,201 2,225 2,272 2,033 1,711 2,117 2,144 2,165 2,251 2,300 1,990 1,682 2,189 65,564 2210 4-5P 1,771 1,620 2,180 2,343 2,279 2,298 2,279 1,864 1,637 2,327 2,241 2,316 2,351 2,378 1,969 1,933 2,250 2,287 2,242 2,260 2,218 1,859 1,636 2,213 2,168 2,382 2,141 2,266 1,761 1,556 2,218 65,243 2276 5-6P 1,752 1,636 2,027 1,959 2,129 2,243 2,181 1,793 1,590 2,129 2,168 2,198 2,225 2,216 1,707 1,635 2,027 2,160 2,148 2,241 2,168 1,775 1,471 2,117 2,027 2,126 2,052 2,151 1,634 1,609 2,049 61,343 2140 6-7P 1,497 1,270 1,547 1,354 1,678 1,729 1,676 1,501 1,289 1,682 1,641 1,637 1,703 1,744 1,361 1,149 1,451 1,581 1,517 1,758 1,698 1,333 1,264 1,466 1,481 1,655 1,398 1,676 1,286 1,322 1,412 46,756 1594 7-8P 1,288 1,031 1,225 932 1,200 1,208 1,259 1,207 1,076 1,228 1,206 1,273 1,140 1,243 1,008 861 1,128 1,191 1,149 1,292 1,321 1,043 1,088 1,097 1,075 1,154 1,029 1,275 1,058 1,040 1,000 35,325 1154 8-9P 1,035 836 874 620 938 1,006 982 1,047 935 926 923 996 854 1,014 788 647 831 923 889 1,007 1,032 864 924 788 685 935 699 929 780 847 696 27,250 873 9-10P 777 586 562 437 593 693 720 738 651 530 562 639 591 710 608 449 465 533 545 604 702 596 510 469 506 535 470 645 520 505 439 17,890 559 10-11P 583 400 330 290 360 445 536 586 390 376 344 396 402 527 498 318 332 386 423 474 546 527 327 306 375 407 370 565 453 328 285 12,885 389 11-12P 377 220 203 156 203 254 291 337 199 207 220 211 251 350 330 169 204 190 191 225 310 328 187 181 188 213 199 332 236 173 165 7,300 TWTh Average Total: 27217 22620 28578 27848 28493 30091 30703 27439 22838 29108 29196 29828 29686 31043 26665 22852 27698 28174 28596 29500 30362 26360 22573 27580 27661 28886 27829 29640 25464 22035 26800 853,363 28816 Location ID :7351 Lane Direction :2-WAY Roadbed :ML Location :FALMOUTH ROAD Massachusetts Highway Department Volume by Hour by Day for 8/1/2020 - 8/31/2020 Criteria: Location ID = 7351 District :County :Barnstable Generated 8/28/2023 Page 1 of 1 9/2020 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total 12-1A 74 77 72 69 152 143 107 48 63 55 61 140 125 43 61 57 79 66 107 111 55 63 52 70 60 126 123 50 46 81 2,436 1-2A 27 32 26 34 64 69 43 34 29 28 41 69 69 36 30 31 35 33 59 49 29 18 20 28 37 61 70 22 18 18 1,159 2-3A 22 23 22 28 31 47 35 30 27 18 32 32 32 26 22 28 23 32 24 29 25 16 18 22 24 43 37 17 22 23 810 3-4A 28 30 37 41 40 37 36 27 29 44 34 34 37 21 21 31 35 37 25 27 34 29 19 24 29 30 41 27 25 24 933 4-5A 104 96 107 90 98 90 76 99 96 107 105 68 58 119 112 88 95 103 67 57 106 90 102 93 96 84 59 96 104 88 2,753 5-6A 320 327 320 314 194 151 166 334 338 327 324 186 136 300 309 322 347 281 174 110 329 305 298 333 339 182 97 319 317 296 8,095 6-7A 1,007 998 950 871 563 363 425 971 1,012 990 967 530 324 944 977 1,027 1,028 911 509 311 983 1,070 1,041 1,041 995 546 307 983 1,000 934 24,578 7-8A 1,851 1,834 1,817 1,617 1,023 681 742 1,912 1,921 1,958 1,856 991 582 1,909 1,976 1,882 1,955 1,697 1,009 561 1,881 1,917 1,926 2,002 1,897 950 588 1,818 1,840 1,624 46,217 8-9A 1,805 1,850 1,799 1,756 1,461 1,099 964 1,859 1,764 1,752 1,752 1,337 917 1,784 1,814 1,817 1,744 1,648 1,340 859 1,729 1,805 1,832 1,892 1,824 1,365 948 1,697 1,774 1,558 47,545 9-10A 1,684 1,706 1,795 1,781 1,851 1,501 1,394 1,711 1,727 1,632 1,742 1,747 1,368 1,689 1,744 1,687 1,774 1,687 1,713 1,209 1,636 1,718 1,761 1,791 1,787 1,695 1,325 1,676 1,572 1,466 49,569 10-11A 1,870 1,874 1,912 2,095 2,158 1,904 1,816 1,942 1,887 1,850 1,952 1,909 1,727 1,742 1,898 1,823 1,834 1,920 2,063 1,643 1,779 1,736 1,773 1,806 1,858 1,959 1,655 1,631 1,681 1,568 55,265 11-12A 1,928 1,985 2,066 2,170 2,217 2,005 2,020 1,905 1,796 1,978 2,078 2,218 1,946 1,754 1,960 1,927 1,868 2,011 2,209 1,919 1,774 1,852 2,024 1,846 2,012 2,137 1,848 1,716 1,801 1,742 58,712 12-1P 2,032 2,049 2,041 2,268 2,177 2,001 2,059 2,060 1,957 2,053 2,138 2,182 2,040 1,923 2,059 1,923 1,896 2,073 2,387 2,061 1,880 1,998 1,937 1,968 2,019 2,177 2,032 1,808 1,894 1,705 60,797 1-2P 2,014 2,004 1,927 2,181 2,022 1,873 1,975 2,036 1,956 2,058 2,019 2,230 1,840 1,823 2,006 1,955 1,946 2,032 2,290 1,972 1,961 1,930 1,843 1,807 2,097 2,139 1,722 1,867 1,906 1,743 59,174 2-3P 2,032 2,206 2,145 2,214 1,975 1,790 1,720 2,010 2,104 2,103 2,246 2,181 1,513 2,050 2,068 2,080 2,018 2,214 2,252 1,946 2,068 2,029 2,052 2,043 2,164 1,977 1,610 1,810 1,950 1,896 60,466 3-4P 2,059 2,244 2,171 2,259 1,912 1,769 1,849 2,152 2,190 2,177 2,316 2,040 1,435 2,160 2,286 2,386 2,285 2,319 2,038 1,944 2,265 2,318 2,227 2,262 2,371 2,012 1,464 1,991 2,171 2,104 63,176 4-5P 2,190 2,190 2,309 2,287 1,876 1,770 1,766 2,225 2,306 2,098 2,223 1,879 1,422 2,233 2,253 2,352 2,197 2,213 1,917 1,561 2,225 2,292 2,333 2,251 2,372 1,920 1,387 2,100 2,160 2,112 62,419 5-6P 2,072 1,884 2,135 2,148 1,769 1,617 1,491 2,075 2,140 1,851 2,137 1,737 1,275 1,966 2,036 2,144 2,118 2,055 1,779 1,341 2,051 2,015 2,033 2,136 2,045 1,743 1,377 1,819 1,917 1,937 56,843 6-7P 1,454 1,365 1,497 1,799 1,425 1,305 1,171 1,458 1,480 1,429 1,592 1,398 1,012 1,426 1,440 1,444 1,487 1,456 1,301 1,008 1,361 1,412 1,457 1,458 1,705 1,399 1,124 1,232 1,402 1,414 41,911 7-8P 1,111 927 1,149 1,294 1,179 1,172 990 1,080 964 966 1,229 1,134 794 998 974 1,062 980 1,115 1,018 729 923 834 999 1,024 1,160 1,021 804 721 845 903 30,099 8-9P 718 660 791 934 925 863 670 617 667 624 821 804 587 582 586 708 673 700 686 547 492 482 607 623 720 661 498 492 534 610 19,882 9-10P 456 441 522 646 701 659 419 419 446 400 554 603 402 344 365 431 472 499 529 333 324 355 390 423 549 567 367 316 328 388 13,648 10-11P 321 268 400 535 551 474 295 278 293 287 403 407 243 239 255 271 311 341 391 210 212 218 247 293 356 426 224 201 224 261 9,435 11-12P 147 162 203 296 316 291 149 155 175 173 273 285 121 131 153 175 150 226 272 139 122 160 158 156 289 288 130 122 123 161 5,701 Total: 27326 27232 28213 29727 26680 23674 22378 27437 27367 26958 28895 26141 20005 26242 27405 27651 27350 27669 26159 20676 26244 26662 27149 27392 28805 25508 19837 24531 25654 24656 781,623 Location ID :7351 Lane Direction : Roadbed :ML Location : Massachusetts Highway Department Volume by Hour by Day for 9/1/2020 - 9/30/2020 Criteria: Location ID = 7351 District :County :Barnstable Generated 8/28/2023 Page 1 of 1 1/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 30 31 Total 12-1A 190 72 51 45 51 40 54 74 62 48 45 50 45 47 69 81 47 35 45 47 61 67 76 45 40 51 56 60 73 46 1,773 46 1-2A 118 32 18 32 24 21 39 35 30 18 32 24 25 14 39 44 31 21 30 15 22 50 63 16 33 19 24 28 60 24 981 25 2-3A 83 25 23 17 35 17 39 11 19 19 17 15 10 13 23 14 23 17 20 18 13 21 23 10 20 16 18 24 44 12 659 18 3-4A 66 32 26 32 31 31 49 36 20 24 31 20 23 32 27 23 19 28 19 32 32 19 28 19 32 24 31 31 31 33 881 28 4-5A 35 40 84 100 80 89 111 49 37 88 96 75 91 95 69 36 81 83 91 90 89 60 42 92 92 86 78 86 56 71 2,272 88 5-6A 84 98 277 272 301 304 215 125 68 288 269 265 279 238 112 59 163 290 292 271 275 111 76 279 293 286 288 287 108 232 6,505 284 6-7A 189 170 881 873 903 922 580 291 200 931 817 897 899 882 282 177 550 978 964 878 930 354 194 951 979 989 942 994 165 621 20,383 920 7-8A 289 387 1,618 1,646 1,728 1,768 915 616 397 1,649 1,633 1,715 1,783 1,606 572 372 927 1,773 1,751 1,697 1,650 721 383 1,739 1,791 1,779 1,815 1,829 240 1,161 37,950 1740 8-9A 430 582 1,548 1,533 1,645 1,629 761 787 565 1,566 1,597 1,616 1,714 1,554 784 589 965 1,599 1,749 1,589 1,658 881 604 1,643 1,731 1,687 1,783 1,825 332 1,225 38,171 1656 9-10A 626 936 1,521 1,453 1,459 1,554 696 1,129 901 1,437 1,422 1,532 1,530 1,487 1,059 877 1,041 1,545 1,503 1,484 1,492 1,107 971 1,417 1,461 1,525 1,735 1,794 459 1,185 38,338 1517 10-11A 852 1,214 1,514 1,480 1,571 1,701 756 1,465 1,178 1,487 1,371 1,542 1,549 1,612 1,464 1,171 1,167 1,542 1,628 1,497 1,609 1,441 1,201 1,398 1,528 1,500 1,669 1,900 638 1,308 41,953 1548 11-12A 1,054 1,449 1,637 1,522 1,650 1,695 752 1,671 1,414 1,634 1,449 1,696 1,708 1,638 1,605 1,387 1,428 1,733 1,712 1,434 1,666 1,699 1,419 1,567 1,559 1,663 1,734 1,929 825 1,294 45,623 1630 12-1P 1,160 1,677 1,668 1,636 1,819 1,859 876 1,860 1,571 1,663 1,465 1,731 1,871 1,692 1,788 1,630 1,594 1,673 1,717 1,559 1,604 1,829 1,621 1,583 1,729 1,690 1,917 2,052 958 1,351 48,843 1722 1-2P 1,163 1,375 1,638 1,576 1,727 1,862 992 1,676 1,417 1,756 1,473 1,738 1,791 1,574 1,643 1,577 1,520 1,706 1,758 1,539 1,635 1,715 1,574 1,558 1,651 1,680 1,822 1,983 1,124 1,408 47,651 1694 2-3P 1,243 1,271 1,777 1,767 1,834 2,031 1,205 1,729 1,361 1,881 1,631 1,801 1,932 1,752 1,628 1,472 1,563 1,823 1,870 1,602 1,724 1,720 1,485 1,801 1,783 1,861 1,932 2,099 1,087 1,371 50,036 1822 3-4P 1,204 1,148 1,876 1,991 1,941 2,155 1,295 1,595 1,361 2,001 1,848 1,997 2,159 1,937 1,530 1,344 1,661 1,931 2,015 1,769 1,986 1,601 1,278 1,916 2,033 2,090 2,131 2,235 970 1,490 52,488 2005 4-5P 1,097 1,088 1,761 1,979 1,840 2,123 1,264 1,344 1,026 1,944 1,807 1,949 2,020 1,864 1,395 1,155 1,565 1,957 2,017 1,831 1,890 1,443 1,049 2,024 2,003 2,046 2,048 2,129 828 1,517 50,003 1968 5-6P 903 817 1,410 1,719 1,607 1,774 1,185 1,137 706 1,654 1,618 1,714 1,793 1,429 1,136 974 1,216 1,717 1,847 1,585 1,676 1,137 843 1,700 1,877 1,843 1,928 1,887 745 1,456 43,033 1752 6-7P 698 627 844 1,007 1,061 1,245 751 853 517 986 1,017 1,096 1,094 959 851 665 830 1,009 1,132 1,086 1,129 859 608 1,006 1,078 1,277 1,288 1,286 664 942 28,465 1116 7-8P 500 448 555 634 564 755 512 547 421 599 642 680 621 617 609 452 541 668 712 686 754 642 453 606 683 720 803 889 456 597 18,366 681 8-9P 369 339 360 418 448 523 424 477 316 429 420 407 484 471 478 393 359 416 507 510 526 518 362 422 419 534 576 597 348 405 13,255 472 9-10P 271 222 226 259 349 353 291 364 228 283 271 339 362 336 316 252 252 305 342 356 389 407 247 289 320 385 413 452 217 259 9,355 338 10-11P 208 156 167 187 179 202 190 291 131 185 158 208 205 235 243 182 159 182 205 209 272 290 160 181 183 187 229 320 147 184 6,035 195 11-12P 133 112 124 115 116 132 143 162 98 97 109 109 100 139 197 114 102 118 122 110 165 198 94 102 106 113 108 181 97 94 3,710 TWTh Average Total: 12965 14317 21604 22293 22963 24785 14095 18324 14044 22667 21238 23216 24088 22223 17919 15040 17804 23149 24048 21894 23247 18890 14854 22364 23424 24051 25368 26897 10672 18286 606,729 23376 Location ID :7351 Lane Direction :2-WAY Roadbed :ML Location :FALMOUTH ROAD Massachusetts Highway Department Volume by Hour by Day for 1/1/2022 - 1/31/2022 Criteria: Location ID = 7351 District :County :Barnstable Generated 8/28/2023 Page 1 of 1 715 West Main Street Traffic Impact and Access Study – Response to Comments Attachments Seasonal Adjustment Factors Adjustments Seasonal Adjustments Average Season January 2020 increased by 1.26 based on MassDOT Seasonal Factors included in the Monthly Adjustment factors for Cape Cod. Peak Season September 2020 counts were not adjusted as these counts were conducted on the Thursday before Labor Day. Analyzing Count Station 7351, the nearest station with applicable data, noted that September 3, 2020, counts were similar to August 2020 counts when averaging Tuesday, Wednesday, and Thursday counts for the month. Count comparison included in attachments. Covid Adjustments Average Season January 2020 increased by 1.11 based on count station 7351 data comparing January 2022 and January 2019 average weekday counts. Count comparison included in attachments. Peak Season September 2020 increased by 1.10 based on count station 7351 data comparing August 2020 and August 2019 average weekday counts. Count comparison included in attachments. October 2022 counts October 2022 counts were adjusted based on original TIAS methodology and represent negligible changes to previously presented capacity analysis for Weekday Midday and Saturday Midday for the Peak Summer season periods. 2019 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 715 West Main Street Traffic Impact and Access Study – Response to Comments Attachments Capacity Analysis Worksheets HCM 6th TWSC 1: Pine Street/Barnstable High School Driveway & West Main Street 08/28/2023 EX-AM-PK 15837.00 :: 715 West Main Street, Hyannis, MA 7:30 am 09/02/2020 2022 Existing Conditions Synchro 11 Report VHB/ARP Page 1 Intersection Int Delay, s/veh 3.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 585 10 95 345 2 10 5 115 5 1 0 Future Vol, veh/h 10 585 10 95 345 2 10 5 115 5 1 0 Conflicting Peds, #/hr 0 0 3 3 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - 50 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 78 78 78 90 90 90 80 80 80 50 50 50 Heavy Vehicles, % 0 3 0 2 6 0 13 0 1 0 0 0 Mvmt Flow 13 750 13 106 383 2 13 6 144 10 2 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 385 0 0 766 0 0 1383 1383 760 1454 1388 384 Stage 1 - - - - - - 786 786 - 596 596 - Stage 2 - - - - - - 597 597 - 858 792 - Critical Hdwy 4.1 - - 4.12 - - 7.23 6.5 6.21 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.23 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.23 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.218 - - 3.617 4 3.309 3.5 4 3.3 Pot Cap-1 Maneuver 1185 - - 847 - - 115 145 408 109 144 668 Stage 1 - - - - - - 369 406 - 494 495 - Stage 2 - - - - - - 471 495 - 354 404 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1185 - - 845 - - 102 125 407 61 124 668 Mov Cap-2 Maneuver - - - - - - 102 125 - 61 124 - Stage 1 - - - - - - 364 400 - 489 433 - Stage 2 - - - - - - 410 433 - 223 398 - Approach EB WB NB SB HCM Control Delay, s 0.1 2.1 21.6 70.1 HCM LOS C F Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 109 407 1185 - - 845 - - 67 HCM Lane V/C Ratio 0.172 0.353 0.011 - - 0.125 - - 0.179 HCM Control Delay (s) 44.8 18.6 8.1 - - 9.9 - - 70.1 HCM Lane LOS E C A - - A - - F HCM 95th %tile Q(veh) 0.6 1.6 0 - - 0.4 - - 0.6 HCM 6th TWSC 2: Site (East) & West Main Street 08/28/2023 EX-AM-PK 15837.00 :: 715 West Main Street, Hyannis, MA 7:30 am 09/02/2020 2022 Existing Conditions Synchro 11 Report VHB/ARP Page 2 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 605 0 0 355 0 0 Future Vol, veh/h 605 0 0 355 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 79 92 92 89 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 766 0 0 399 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 766 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.22 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.318 Pot Cap-1 Maneuver - 0 0 - 0 403 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 403 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) 0 - - HCM Lane LOS A - - HCM 95th %tile Q(veh) - - - HCM 6th TWSC 4: Pine Street & Site (West)08/28/2023 EX-AM-PK 15837.00 :: 715 West Main Street, Hyannis, MA 7:30 am 09/02/2020 2022 Existing Conditions Synchro 11 Report VHB/ARP Page 3 Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 130 105 0 0 0 Future Vol, veh/h 0 130 105 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 79 79 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 165 133 0 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 298 133 Stage 1 - - - - 133 - Stage 2 - - - - 165 - Critical Hdwy - - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - - - 3.518 3.318 Pot Cap-1 Maneuver 0 - - 0 693 916 Stage 1 0 - - 0 893 - Stage 2 0 - - 0 864 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - 693 916 Mov Cap-2 Maneuver - - - - 693 - Stage 1 - - - - 893 - Stage 2 - - - - 864 - Approach EB WB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt EBT WBT SBLn1 Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) - - 0 HCM Lane LOS - - A HCM 95th %tile Q(veh) - - - HCM 6th TWSC 1: Pine Street/Barnstable High School Driveway & West Main Street 08/28/2023 EX-PM-PK 15837.00 :: 715 West Main Street, Hyannis, MA 4:00 pm 09/02/2020 2022 Existing Conditions Synchro 11 Report VHB/ARP Page 1 Intersection Int Delay, s/veh 6.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 550 5 190 535 0 15 0 205 10 0 5 Future Vol, veh/h 0 550 5 190 535 0 15 0 205 10 0 5 Conflicting Peds, #/hr 3 0 4 4 0 3 0 0 1 1 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - 50 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 90 90 90 96 96 96 55 55 55 Heavy Vehicles, % 0 2 0 2 1 0 0 0 3 0 0 0 Mvmt Flow 0 604 5 211 594 0 16 0 214 18 0 9 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 597 0 0 613 0 0 1632 1630 612 1734 1632 597 Stage 1 - - - - - - 611 611 - 1019 1019 - Stage 2 - - - - - - 1021 1019 - 715 613 - Critical Hdwy 4.1 - - 4.12 - - 7.1 6.5 6.23 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.218 - - 3.5 4 3.327 3.5 4 3.3 Pot Cap-1 Maneuver 989 - - 966 - - 82 103 491 70 102 507 Stage 1 - - - - - - 484 487 - 288 317 - Stage 2 - - - - - - 288 317 - 425 486 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 986 - - 962 - - 67 80 489 33 79 506 Mov Cap-2 Maneuver - - - - - - 67 80 - 33 79 - Stage 1 - - - - - - 482 485 - 287 247 - Stage 2 - - - - - - 221 247 - 239 484 - Approach EB WB NB SB HCM Control Delay, s 0 2.6 21.8 152 HCM LOS C F Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 67 489 986 - - 962 - - 48 HCM Lane V/C Ratio 0.233 0.437 - - - 0.219 - - 0.568 HCM Control Delay (s) 74.4 17.9 0 - - 9.8 - - 152 HCM Lane LOS F C A - - A - - F HCM 95th %tile Q(veh) 0.8 2.2 0 - - 0.8 - - 2.2 HCM 6th TWSC 2: Site (East) & West Main Street 08/28/2023 EX-PM-PK 15837.00 :: 715 West Main Street, Hyannis, MA 4:00 pm 09/02/2020 2022 Existing Conditions Synchro 11 Report VHB/ARP Page 2 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 555 0 0 555 0 0 Future Vol, veh/h 555 0 0 555 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 92 92 90 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 610 0 0 617 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 610 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.22 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.318 Pot Cap-1 Maneuver - 0 0 - 0 494 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 494 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) 0 - - HCM Lane LOS A - - HCM 95th %tile Q(veh) - - - HCM 6th TWSC 4: Pine Street & Site (West)08/28/2023 EX-PM-PK 15837.00 :: 715 West Main Street, Hyannis, MA 4:00 pm 09/02/2020 2022 Existing Conditions Synchro 11 Report VHB/ARP Page 3 Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 220 195 0 0 0 Future Vol, veh/h 0 220 195 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 96 96 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 229 203 0 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 432 203 Stage 1 - - - - 203 - Stage 2 - - - - 229 - Critical Hdwy - - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - - - 3.518 3.318 Pot Cap-1 Maneuver 0 - - 0 581 838 Stage 1 0 - - 0 831 - Stage 2 0 - - 0 809 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - 581 838 Mov Cap-2 Maneuver - - - - 581 - Stage 1 - - - - 831 - Stage 2 - - - - 809 - Approach EB WB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt EBT WBT SBLn1 Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) - - 0 HCM Lane LOS - - A HCM 95th %tile Q(veh) - - - HCM 6th TWSC 1: Pine Street/Barnstable High School Driveway & West Main Street 08/28/2023 EX-MID-PK 15837.00 :: 715 West Main Street, Hyannis, MA 12:00 pm 10/13/2022 2022 Existing Conditions Synchro 11 Report VHB/ARP Page 1 Intersection Int Delay, s/veh 13.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 650 40 220 590 5 10 1 240 5 0 2 Future Vol, veh/h 5 650 40 220 590 5 10 1 240 5 0 2 Conflicting Peds, #/hr 0 0 4 4 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - 50 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 94 94 94 80 80 80 42 42 42 Heavy Vehicles, % 17 3 7 4 3 14 0 0 3 33 0 0 Mvmt Flow 5 684 42 234 628 5 13 1 300 12 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 633 0 0 730 0 0 1820 1820 709 1965 1839 631 Stage 1 - - - - - - 719 719 - 1099 1099 - Stage 2 - - - - - - 1101 1101 - 866 740 - Critical Hdwy 4.27 - - 4.14 - - 7.1 6.5 6.23 7.43 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.43 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.43 5.5 - Follow-up Hdwy 2.353 - - 2.236 - - 3.5 4 3.327 3.797 4 3.3 Pot Cap-1 Maneuver 882 - - 865 - - 61 78 432 39 76 485 Stage 1 - - - - - - 423 436 - 225 291 - Stage 2 - - - - - - 259 290 - 308 426 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 882 - - 862 - - 47 56 430 ~ 9 55 485 Mov Cap-2 Maneuver - - - - - - 47 56 - ~ 9 55 - Stage 1 - - - - - - 419 432 - 224 212 - Stage 2 - - - - - - 187 211 - 92 422 - Approach EB WB NB SB HCM Control Delay, s 0.1 2.9 33.9 $ 750.1 HCM LOS D F Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 48 430 882 - - 862 - - 13 HCM Lane V/C Ratio 0.286 0.698 0.006 - - 0.272 - - 1.282 HCM Control Delay (s) 107.7 30.5 9.1 - - 10.7 - - $ 750.1 HCM Lane LOS F D A - - B - - F HCM 95th %tile Q(veh) 1 5.2 0 - - 1.1 - - 2.7 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC 2: Site (East) & West Main Street 08/28/2023 EX-MID-PK 15837.00 :: 715 West Main Street, Hyannis, MA 12:00 pm 10/13/2022 2022 Existing Conditions Synchro 11 Report VHB/ARP Page 2 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 695 0 0 600 0 0 Future Vol, veh/h 695 0 0 600 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 94 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 732 0 0 652 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 732 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.22 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.318 Pot Cap-1 Maneuver - 0 0 - 0 421 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 421 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) 0 - - HCM Lane LOS A - - HCM 95th %tile Q(veh) - - - HCM 6th TWSC 4: Pine Street & Site (West)08/28/2023 EX-MID-PK 15837.00 :: 715 West Main Street, Hyannis, MA 12:00 pm 10/13/2022 2022 Existing Conditions Synchro 11 Report VHB/ARP Page 3 Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 250 260 0 0 0 Future Vol, veh/h 0 250 260 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 80 80 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 313 325 0 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 638 325 Stage 1 - - - - 325 - Stage 2 - - - - 313 - Critical Hdwy - - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - - - 3.518 3.318 Pot Cap-1 Maneuver 0 - - 0 441 716 Stage 1 0 - - 0 732 - Stage 2 0 - - 0 741 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - 441 716 Mov Cap-2 Maneuver - - - - 441 - Stage 1 - - - - 732 - Stage 2 - - - - 741 - Approach EB WB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt EBT WBT SBLn1 Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) - - 0 HCM Lane LOS - - A HCM 95th %tile Q(veh) - - - HCM 6th TWSC 1: Pine Street/Barnstable High School Driveway & West Main Street 08/28/2023 EX-SAT-PK 15837.00 :: 715 West Main Street, Hyannis, MA 11:30 am 10/15/2022 2022 Existing Conditions Synchro 11 Report VHB/ARP Page 1 Intersection Int Delay, s/veh 10.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 675 5 170 540 5 5 0 210 10 0 10 Future Vol, veh/h 5 675 5 170 540 5 5 0 210 10 0 10 Conflicting Peds, #/hr 2 0 3 3 0 2 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - 50 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 93 93 93 86 86 86 50 50 50 Heavy Vehicles, % 0 0 0 2 2 0 0 0 3 0 0 0 Mvmt Flow 5 703 5 183 581 5 6 0 244 20 0 20 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 588 0 0 711 0 0 1679 1673 709 1790 1673 586 Stage 1 - - - - - - 719 719 - 952 952 - Stage 2 - - - - - - 960 954 - 838 721 - Critical Hdwy 4.1 - - 4.12 - - 7.1 6.5 6.23 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.218 - - 3.5 4 3.327 3.5 4 3.3 Pot Cap-1 Maneuver 997 - - 888 - - 76 97 432 64 97 514 Stage 1 - - - - - - 423 436 - 314 341 - Stage 2 - - - - - - 311 340 - 364 435 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 995 - - 885 - - 61 76 431 23 76 513 Mov Cap-2 Maneuver - - - - - - 61 76 - 23 76 - Stage 1 - - - - - - 420 433 - 312 270 - Stage 2 - - - - - - 237 269 - 157 432 - Approach EB WB NB SB HCM Control Delay, s 0.1 2.4 24.8 250.5 HCM LOS C F Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 61 431 995 - - 885 - - 44 HCM Lane V/C Ratio 0.095 0.567 0.005 - - 0.207 - - 0.909 HCM Control Delay (s) 70.1 23.7 8.6 - - 10.1 - - 250.5 HCM Lane LOS F C A - - B - - F HCM 95th %tile Q(veh) 0.3 3.4 0 - - 0.8 - - 3.6 HCM 6th TWSC 2: Site (East) & West Main Street 08/28/2023 EX-SAT-PK 15837.00 :: 715 West Main Street, Hyannis, MA 11:30 am 10/15/2022 2022 Existing Conditions Synchro 11 Report VHB/ARP Page 2 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 685 0 0 555 0 0 Future Vol, veh/h 685 0 0 555 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 96 92 92 93 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 714 0 0 597 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 714 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.22 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.318 Pot Cap-1 Maneuver - 0 0 - 0 431 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 431 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) 0 - - HCM Lane LOS A - - HCM 95th %tile Q(veh) - - - HCM 6th TWSC 4: Pine Street & Site (West)08/28/2023 EX-SAT-PK 15837.00 :: 715 West Main Street, Hyannis, MA 11:30 am 10/15/2022 2022 Existing Conditions Synchro 11 Report VHB/ARP Page 3 Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 215 175 0 0 0 Future Vol, veh/h 0 215 175 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 86 86 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 250 203 0 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 453 203 Stage 1 - - - - 203 - Stage 2 - - - - 250 - Critical Hdwy - - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - - - 3.518 3.318 Pot Cap-1 Maneuver 0 - - 0 565 838 Stage 1 0 - - 0 831 - Stage 2 0 - - 0 792 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - 565 838 Mov Cap-2 Maneuver - - - - 565 - Stage 1 - - - - 831 - Stage 2 - - - - 792 - Approach EB WB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt EBT WBT SBLn1 Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) - - 0 HCM Lane LOS - - A HCM 95th %tile Q(veh) - - - HCM 6th TWSC 1: Pine Street/Barnstable High School Driveway & West Main Street 08/28/2023 EX-AM-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 7:00 am 01/20/2022 2022 Existing Conditions Synchro 11 Report VHB/ARP Page 1 Intersection Int Delay, s/veh 24.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 85 740 15 160 470 70 10 10 310 50 2 55 Future Vol, veh/h 85 740 15 160 470 70 10 10 310 50 2 55 Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - 50 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 87 87 87 77 77 77 55 55 55 Heavy Vehicles, % 1 5 0 3 4 1 14 0 2 8 0 13 Mvmt Flow 97 841 17 184 540 80 13 13 403 91 4 100 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 621 0 0 858 0 0 2044 2033 850 2201 2001 581 Stage 1 - - - - - - 1044 1044 - 949 949 - Stage 2 - - - - - - 1000 989 - 1252 1052 - Critical Hdwy 4.11 - - 4.13 - - 7.24 6.5 6.22 7.18 6.5 6.33 Critical Hdwy Stg 1 - - - - - - 6.24 5.5 - 6.18 5.5 - Critical Hdwy Stg 2 - - - - - - 6.24 5.5 - 6.18 5.5 - Follow-up Hdwy 2.209 - - 2.227 - - 3.626 4 3.318 3.572 4 3.417 Pot Cap-1 Maneuver 965 - - 779 - - 38 58 ~ 360 ~ 31 61 493 Stage 1 - - - - - - 263 309 - 305 342 - Stage 2 - - - - - - 278 327 - 205 306 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 964 - - 779 - - 22 40 ~ 360 - 42 493 Mov Cap-2 Maneuver - - - - - - 22 40 - - 42 - Stage 1 - - - - - - 236 278 - 274 261 - Stage 2 - - - - - - 167 250 - - 275 - Approach EB WB NB SB HCM Control Delay, s 0.9 2.5 131.5 HCM LOS F - Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 28 360 964 - - 779 - - - HCM Lane V/C Ratio 0.928 1.118 0.1 - - 0.236 - - - HCM Control Delay (s) $ 349.5 117.4 9.2 - - 11 - - - HCM Lane LOS F F A - - B - - - HCM 95th %tile Q(veh) 3 15.2 0.3 - - 0.9 - - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC 2: Site (East) & West Main Street 08/28/2023 EX-AM-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 7:00 am 01/20/2022 2022 Existing Conditions Synchro 11 Report VHB/ARP Page 2 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 840 0 0 535 0 0 Future Vol, veh/h 840 0 0 535 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 88 92 92 87 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 955 0 0 615 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 955 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.22 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.318 Pot Cap-1 Maneuver - 0 0 - 0 313 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 313 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) 0 - - HCM Lane LOS A - - HCM 95th %tile Q(veh) - - - HCM 6th TWSC 4: Pine Street & Site (West)08/28/2023 EX-AM-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 7:00 am 01/20/2022 2022 Existing Conditions Synchro 11 Report VHB/ARP Page 3 Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 330 175 0 0 0 Future Vol, veh/h 0 330 175 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 77 77 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 429 227 0 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 656 227 Stage 1 - - - - 227 - Stage 2 - - - - 429 - Critical Hdwy - - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - - - 3.518 3.318 Pot Cap-1 Maneuver 0 - - 0 430 812 Stage 1 0 - - 0 811 - Stage 2 0 - - 0 657 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - 430 812 Mov Cap-2 Maneuver - - - - 430 - Stage 1 - - - - 811 - Stage 2 - - - - 657 - Approach EB WB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt EBT WBT SBLn1 Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) - - 0 HCM Lane LOS - - A HCM 95th %tile Q(veh) - - - HCM 6th TWSC 1: Pine Street/Barnstable High School Driveway & West Main Street 08/28/2023 EX-MID-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 12:00 pm 10/13/2022 2022 Existing Conditions Synchro 11 Report VHB/ARP Page 1 Intersection Int Delay, s/veh 10.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 625 35 210 570 5 10 1 235 5 0 2 Future Vol, veh/h 5 625 35 210 570 5 10 1 235 5 0 2 Conflicting Peds, #/hr 0 0 4 4 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - 50 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 94 94 94 80 80 80 42 42 42 Heavy Vehicles, % 17 3 7 4 3 14 0 0 3 33 0 0 Mvmt Flow 5 658 37 223 606 5 13 1 294 12 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 611 0 0 699 0 0 1748 1748 681 1889 1764 609 Stage 1 - - - - - - 691 691 - 1055 1055 - Stage 2 - - - - - - 1057 1057 - 834 709 - Critical Hdwy 4.27 - - 4.14 - - 7.1 6.5 6.23 7.43 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.43 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.43 5.5 - Follow-up Hdwy 2.353 - - 2.236 - - 3.5 4 3.327 3.797 4 3.3 Pot Cap-1 Maneuver 899 - - 888 - - 68 87 449 44 85 499 Stage 1 - - - - - - 438 449 - 239 305 - Stage 2 - - - - - - 275 304 - 321 440 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 899 - - 885 - - 54 64 447 12 63 499 Mov Cap-2 Maneuver - - - - - - 54 64 - 12 63 - Stage 1 - - - - - - 434 445 - 238 228 - Stage 2 - - - - - - 204 227 - 109 436 - Approach EB WB NB SB HCM Control Delay, s 0.1 2.8 30.1 $ 518 HCM LOS D F Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 55 447 899 - - 885 - - 17 HCM Lane V/C Ratio 0.25 0.657 0.006 - - 0.252 - - 0.98 HCM Control Delay (s) 91 27.2 9 - - 10.4 - - $ 518 HCM Lane LOS F D A - - B - - F HCM 95th %tile Q(veh) 0.9 4.6 0 - - 1 - - 2.5 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC 2: Site (East) & West Main Street 08/28/2023 EX-MID-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 12:00 pm 10/13/2022 2022 Existing Conditions Synchro 11 Report VHB/ARP Page 2 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 665 0 0 580 0 0 Future Vol, veh/h 665 0 0 580 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 92 92 94 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 700 0 0 617 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 700 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.22 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.318 Pot Cap-1 Maneuver - 0 0 - 0 439 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 439 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) 0 - - HCM Lane LOS A - - HCM 95th %tile Q(veh) - - - HCM 6th TWSC 4: Pine Street & Site (West)08/28/2023 EX-MID-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 12:00 pm 10/13/2022 2022 Existing Conditions Synchro 11 Report VHB/ARP Page 3 Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 245 245 0 0 0 Future Vol, veh/h 0 245 245 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 80 80 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 306 306 0 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 612 306 Stage 1 - - - - 306 - Stage 2 - - - - 306 - Critical Hdwy - - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - - - 3.518 3.318 Pot Cap-1 Maneuver 0 - - 0 456 734 Stage 1 0 - - 0 747 - Stage 2 0 - - 0 747 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - 456 734 Mov Cap-2 Maneuver - - - - 456 - Stage 1 - - - - 747 - Stage 2 - - - - 747 - Approach EB WB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt EBT WBT SBLn1 Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) - - 0 HCM Lane LOS - - A HCM 95th %tile Q(veh) - - - HCM 6th TWSC 1: Pine Street/Barnstable High School Driveway & West Main Street 08/28/2023 EX-PM-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 1:45 pm 01/20/2022 2022 Existing Conditions Synchro 11 Report VHB/ARP Page 1 Intersection Int Delay, s/veh 813.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 625 20 250 690 15 5 5 275 30 10 70 Future Vol, veh/h 15 625 20 250 690 15 5 5 275 30 10 70 Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - 50 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 91 91 91 38 38 38 Heavy Vehicles, % 0 2 0 3 2 0 0 0 2 38 60 25 Mvmt Flow 16 665 21 266 734 16 5 5 302 79 26 184 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 751 0 0 686 0 0 2087 1991 676 2136 1993 743 Stage 1 - - - - - - 708 708 - 1275 1275 - Stage 2 - - - - - - 1379 1283 - 861 718 - Critical Hdwy 4.1 - - 4.13 - - 7.1 6.5 6.22 7.48 7.1 6.45 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.48 6.1 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.48 6.1 - Follow-up Hdwy 2.2 - - 2.227 - - 3.5 4 3.318 3.842 4.54 3.525 Pot Cap-1 Maneuver 868 - - 903 - - 39 61 453 ~ 28 43 380 Stage 1 - - - - - - 429 441 - 173 184 - Stage 2 - - - - - - 181 238 - 304 357 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 867 - - 903 - - ~ 4 42 453 ~ 6 30 380 Mov Cap-2 Maneuver - - - - - - ~ 4 42 - ~ 6 30 - Stage 1 - - - - - - 421 433 - 170 130 - Stage 2 - - - - - - 52 168 - 98 351 - Approach EB WB NB SB HCM Control Delay, s 0.2 2.8 70.9 $ 6435.7 HCM LOS F F Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 7 453 867 - - 903 - - 20 HCM Lane V/C Ratio 1.57 0.667 0.018 - - 0.295 - - 14.474 HCM Control Delay (s) $ 1263.7 27.5 9.2 - - 10.6 - - $ 6435.7 HCM Lane LOS F D A - - B - - F HCM 95th %tile Q(veh) 2.3 4.8 0.1 - - 1.2 - - 36.6 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC 2: Site (East) & West Main Street 08/28/2023 EX-PM-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 1:45 pm 01/20/2022 2022 Existing Conditions Synchro 11 Report VHB/ARP Page 2 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 660 0 0 765 0 0 Future Vol, veh/h 660 0 0 765 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 92 92 94 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 702 0 0 814 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 702 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.22 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.318 Pot Cap-1 Maneuver - 0 0 - 0 438 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 438 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) 0 - - HCM Lane LOS A - - HCM 95th %tile Q(veh) - - - HCM 6th TWSC 4: Pine Street & Site (West)08/28/2023 EX-PM-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 1:45 pm 01/20/2022 2022 Existing Conditions Synchro 11 Report VHB/ARP Page 3 Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 280 285 0 0 0 Future Vol, veh/h 0 280 285 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 91 91 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 308 313 0 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 621 313 Stage 1 - - - - 313 - Stage 2 - - - - 308 - Critical Hdwy - - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - - - 3.518 3.318 Pot Cap-1 Maneuver 0 - - 0 451 727 Stage 1 0 - - 0 741 - Stage 2 0 - - 0 745 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - 451 727 Mov Cap-2 Maneuver - - - - 451 - Stage 1 - - - - 741 - Stage 2 - - - - 745 - Approach EB WB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt EBT WBT SBLn1 Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) - - 0 HCM Lane LOS - - A HCM 95th %tile Q(veh) - - - HCM 6th TWSC 1: Pine Street/Barnstable High School Driveway & West Main Street 08/28/2023 NB-AM-PK 15837.00 :: 715 West Main Street, Hyannis, MA 7:30 am 09/02/2020 2029 No-Build Conditions Synchro 11 Report VHB/ARP Page 1 Intersection Int Delay, s/veh 4.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 635 10 100 405 2 10 5 120 5 1 0 Future Vol, veh/h 10 635 10 100 405 2 10 5 120 5 1 0 Conflicting Peds, #/hr 0 0 3 3 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - 50 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 78 78 78 90 90 90 80 80 80 50 50 50 Heavy Vehicles, % 0 3 0 2 6 0 13 0 1 0 0 0 Mvmt Flow 13 814 13 111 450 2 13 6 150 10 2 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 452 0 0 830 0 0 1524 1524 824 1598 1529 451 Stage 1 - - - - - - 850 850 - 673 673 - Stage 2 - - - - - - 674 674 - 925 856 - Critical Hdwy 4.1 - - 4.12 - - 7.23 6.5 6.21 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.23 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.23 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.218 - - 3.617 4 3.309 3.5 4 3.3 Pot Cap-1 Maneuver 1119 - - 802 - - 91 119 374 87 118 613 Stage 1 - - - - - - 340 380 - 448 457 - Stage 2 - - - - - - 427 457 - 325 377 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1119 - - 800 - - 79 101 373 44 100 613 Mov Cap-2 Maneuver - - - - - - 79 101 - 44 100 - Stage 1 - - - - - - 335 374 - 443 393 - Stage 2 - - - - - - 366 393 - 189 371 - Approach EB WB NB SB HCM Control Delay, s 0.1 2 25.2 100.8 HCM LOS D F Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 85 373 1119 - - 800 - - 49 HCM Lane V/C Ratio 0.221 0.402 0.011 - - 0.139 - - 0.245 HCM Control Delay (s) 59 21 8.3 - - 10.2 - - 100.8 HCM Lane LOS F C A - - B - - F HCM 95th %tile Q(veh) 0.8 1.9 0 - - 0.5 - - 0.8 HCM 6th TWSC 2: Site (East) & West Main Street 08/28/2023 NB-AM-PK 15837.00 :: 715 West Main Street, Hyannis, MA 7:30 am 09/02/2020 2029 No-Build Conditions Synchro 11 Report VHB/ARP Page 2 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 655 0 0 415 0 0 Future Vol, veh/h 655 0 0 415 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 79 92 92 89 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 829 0 0 466 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 829 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.22 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.318 Pot Cap-1 Maneuver - 0 0 - 0 370 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 370 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) 0 - - HCM Lane LOS A - - HCM 95th %tile Q(veh) - - - HCM 6th TWSC 4: Pine Street & Site (West)08/28/2023 NB-AM-PK 15837.00 :: 715 West Main Street, Hyannis, MA 7:30 am 09/02/2020 2029 No-Build Conditions Synchro 11 Report VHB/ARP Page 3 Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 135 110 0 0 0 Future Vol, veh/h 0 135 110 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 79 79 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 171 139 0 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 310 139 Stage 1 - - - - 139 - Stage 2 - - - - 171 - Critical Hdwy - - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - - - 3.518 3.318 Pot Cap-1 Maneuver 0 - - 0 682 909 Stage 1 0 - - 0 888 - Stage 2 0 - - 0 859 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - 682 909 Mov Cap-2 Maneuver - - - - 682 - Stage 1 - - - - 888 - Stage 2 - - - - 859 - Approach EB WB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt EBT WBT SBLn1 Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) - - 0 HCM Lane LOS - - A HCM 95th %tile Q(veh) - - - HCM 6th TWSC 1: Pine Street/Barnstable High School Driveway & West Main Street 08/28/2023 NB-PM-PK 15837.00 :: 715 West Main Street, Hyannis, MA 4:00 pm 09/02/2020 2029 No-Build Conditions Synchro 11 Report VHB/ARP Page 1 Intersection Int Delay, s/veh 8.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 610 5 195 585 0 15 0 210 10 0 5 Future Vol, veh/h 0 610 5 195 585 0 15 0 210 10 0 5 Conflicting Peds, #/hr 3 0 4 4 0 3 0 0 1 1 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - 50 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 90 90 90 96 96 96 55 55 55 Heavy Vehicles, % 0 2 0 2 1 0 0 0 3 0 0 0 Mvmt Flow 0 670 5 217 650 0 16 0 219 18 0 9 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 653 0 0 679 0 0 1766 1764 678 1870 1766 653 Stage 1 - - - - - - 677 677 - 1087 1087 - Stage 2 - - - - - - 1089 1087 - 783 679 - Critical Hdwy 4.1 - - 4.12 - - 7.1 6.5 6.23 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.218 - - 3.5 4 3.327 3.5 4 3.3 Pot Cap-1 Maneuver 943 - - 913 - - 66 85 450 56 85 471 Stage 1 - - - - - - 446 455 - 264 295 - Stage 2 - - - - - - 263 295 - 390 454 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 940 - - 910 - - 53 64 448 23 64 470 Mov Cap-2 Maneuver - - - - - - 53 64 - 23 64 - Stage 1 - - - - - - 444 453 - 263 224 - Stage 2 - - - - - - 196 224 - 199 452 - Approach EB WB NB SB HCM Control Delay, s 0 2.5 25.7 266.9 HCM LOS D F Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 53 448 940 - - 910 - - 34 HCM Lane V/C Ratio 0.295 0.488 - - - 0.238 - - 0.802 HCM Control Delay (s) 99.2 20.5 0 - - 10.2 - - 266.9 HCM Lane LOS F C A - - B - - F HCM 95th %tile Q(veh) 1 2.6 0 - - 0.9 - - 2.8 HCM 6th TWSC 2: Site (East) & West Main Street 08/28/2023 NB-PM-PK 15837.00 :: 715 West Main Street, Hyannis, MA 4:00 pm 09/02/2020 2029 No-Build Conditions Synchro 11 Report VHB/ARP Page 2 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 615 0 0 605 0 0 Future Vol, veh/h 615 0 0 605 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 92 92 90 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 676 0 0 672 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 676 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.22 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.318 Pot Cap-1 Maneuver - 0 0 - 0 453 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 453 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) 0 - - HCM Lane LOS A - - HCM 95th %tile Q(veh) - - - HCM 6th TWSC 4: Pine Street & Site (West)08/28/2023 NB-PM-PK 15837.00 :: 715 West Main Street, Hyannis, MA 4:00 pm 09/02/2020 2029 No-Build Conditions Synchro 11 Report VHB/ARP Page 3 Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 225 200 0 0 0 Future Vol, veh/h 0 225 200 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 96 96 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 234 208 0 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 442 208 Stage 1 - - - - 208 - Stage 2 - - - - 234 - Critical Hdwy - - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - - - 3.518 3.318 Pot Cap-1 Maneuver 0 - - 0 573 832 Stage 1 0 - - 0 827 - Stage 2 0 - - 0 805 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - 573 832 Mov Cap-2 Maneuver - - - - 573 - Stage 1 - - - - 827 - Stage 2 - - - - 805 - Approach EB WB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt EBT WBT SBLn1 Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) - - 0 HCM Lane LOS - - A HCM 95th %tile Q(veh) - - - HCM 6th TWSC 1: Pine Street/Barnstable High School Driveway & West Main Street 08/28/2023 NB-MID-PK 15837.00 :: 715 West Main Street, Hyannis, MA 12:00 pm 10/13/2022 2029 No-Build Conditions Synchro 11 Report VHB/ARP Page 1 Intersection Int Delay, s/veh 21.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 695 40 230 635 5 10 1 250 5 0 2 Future Vol, veh/h 5 695 40 230 635 5 10 1 250 5 0 2 Conflicting Peds, #/hr 0 0 4 4 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - 50 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 94 94 94 80 80 80 42 42 42 Heavy Vehicles, % 17 3 7 4 3 14 0 0 3 33 0 0 Mvmt Flow 5 732 42 245 676 5 13 1 313 12 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 681 0 0 778 0 0 1938 1938 757 2089 1957 679 Stage 1 - - - - - - 767 767 - 1169 1169 - Stage 2 - - - - - - 1171 1171 - 920 788 - Critical Hdwy 4.27 - - 4.14 - - 7.1 6.5 6.23 7.43 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.43 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.43 5.5 - Follow-up Hdwy 2.353 - - 2.236 - - 3.5 4 3.327 3.797 4 3.3 Pot Cap-1 Maneuver 845 - - 830 - - 50 66 406 32 64 455 Stage 1 - - - - - - 398 414 - 204 269 - Stage 2 - - - - - - 237 269 - 286 405 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 845 - - 827 - - 38 46 404 ~ 5 45 455 Mov Cap-2 Maneuver - - - - - - 38 46 - ~ 5 45 - Stage 1 - - - - - - 394 410 - 203 189 - Stage 2 - - - - - - 165 189 - 64 401 - Approach EB WB NB SB HCM Control Delay, s 0.1 3 42.7 $ 1634.7 HCM LOS E F Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 39 404 845 - - 827 - - 7 HCM Lane V/C Ratio 0.353 0.774 0.006 - - 0.296 - - 2.381 HCM Control Delay (s) 141 38.4 9.3 - - 11.2 - - $ 1634.7 HCM Lane LOS F E A - - B - - F HCM 95th %tile Q(veh) 1.2 6.5 0 - - 1.2 - - 3.2 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC 2: Site (East) & West Main Street 08/28/2023 NB-MID-PK 15837.00 :: 715 West Main Street, Hyannis, MA 12:00 pm 10/13/2022 2029 No-Build Conditions Synchro 11 Report VHB/ARP Page 2 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 740 0 0 650 0 0 Future Vol, veh/h 740 0 0 650 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 94 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 779 0 0 707 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 779 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.22 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.318 Pot Cap-1 Maneuver - 0 0 - 0 396 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 396 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) 0 - - HCM Lane LOS A - - HCM 95th %tile Q(veh) - - - HCM 6th TWSC 4: Pine Street & Site (West)08/28/2023 NB-MID-PK 15837.00 :: 715 West Main Street, Hyannis, MA 12:00 pm 10/13/2022 2029 No-Build Conditions Synchro 11 Report VHB/ARP Page 3 Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 260 270 0 0 0 Future Vol, veh/h 0 260 270 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 80 80 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 325 338 0 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 663 338 Stage 1 - - - - 338 - Stage 2 - - - - 325 - Critical Hdwy - - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - - - 3.518 3.318 Pot Cap-1 Maneuver 0 - - 0 426 704 Stage 1 0 - - 0 722 - Stage 2 0 - - 0 732 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - 426 704 Mov Cap-2 Maneuver - - - - 426 - Stage 1 - - - - 722 - Stage 2 - - - - 732 - Approach EB WB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt EBT WBT SBLn1 Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) - - 0 HCM Lane LOS - - A HCM 95th %tile Q(veh) - - - HCM 6th TWSC 1: Pine Street/Barnstable High School Driveway & West Main Street 08/28/2023 NB-SAT-PK 15837.00 :: 715 West Main Street, Hyannis, MA 11:30 am 10/15/2022 2029 No-Build Conditions Synchro 11 Report VHB/ARP Page 1 Intersection Int Delay, s/veh 14.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 735 5 175 595 5 5 0 215 10 0 10 Future Vol, veh/h 5 735 5 175 595 5 5 0 215 10 0 10 Conflicting Peds, #/hr 2 0 3 3 0 2 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - 50 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 93 93 93 86 86 86 50 50 50 Heavy Vehicles, % 0 0 0 2 2 0 0 0 3 0 0 0 Mvmt Flow 5 766 5 188 640 5 6 0 250 20 0 20 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 647 0 0 774 0 0 1811 1805 772 1925 1805 645 Stage 1 - - - - - - 782 782 - 1021 1021 - Stage 2 - - - - - - 1029 1023 - 904 784 - Critical Hdwy 4.1 - - 4.12 - - 7.1 6.5 6.23 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.218 - - 3.5 4 3.327 3.5 4 3.3 Pot Cap-1 Maneuver 948 - - 842 - - 61 80 398 51 80 476 Stage 1 - - - - - - 390 408 - 288 316 - Stage 2 - - - - - - 285 316 - 334 407 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 946 - - 840 - - 48 61 397 ~ 16 61 475 Mov Cap-2 Maneuver - - - - - - 48 61 - ~ 16 61 - Stage 1 - - - - - - 387 405 - 286 245 - Stage 2 - - - - - - 212 245 - 123 404 - Approach EB WB NB SB HCM Control Delay, s 0.1 2.4 29.7 $ 454.2 HCM LOS D F Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 48 397 946 - - 840 - - 31 HCM Lane V/C Ratio 0.121 0.63 0.006 - - 0.224 - - 1.29 HCM Control Delay (s) 90.1 28.3 8.8 - - 10.5 - - $ 454.2 HCM Lane LOS F D A - - B - - F HCM 95th %tile Q(veh) 0.4 4.2 0 - - 0.9 - - 4.5 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC 2: Site (East) & West Main Street 08/28/2023 NB-SAT-PK 15837.00 :: 715 West Main Street, Hyannis, MA 11:30 am 10/15/2022 2029 No-Build Conditions Synchro 11 Report VHB/ARP Page 2 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 745 0 0 610 0 0 Future Vol, veh/h 745 0 0 610 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 96 92 92 93 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 776 0 0 656 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 776 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.22 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.318 Pot Cap-1 Maneuver - 0 0 - 0 397 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 397 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) 0 - - HCM Lane LOS A - - HCM 95th %tile Q(veh) - - - HCM 6th TWSC 4: Pine Street & Site (West)08/28/2023 NB-SAT-PK 15837.00 :: 715 West Main Street, Hyannis, MA 11:30 am 10/15/2022 2029 No-Build Conditions Synchro 11 Report VHB/ARP Page 3 Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 220 180 0 0 0 Future Vol, veh/h 0 220 180 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 86 86 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 256 209 0 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 465 209 Stage 1 - - - - 209 - Stage 2 - - - - 256 - Critical Hdwy - - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - - - 3.518 3.318 Pot Cap-1 Maneuver 0 - - 0 556 831 Stage 1 0 - - 0 826 - Stage 2 0 - - 0 787 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - 556 831 Mov Cap-2 Maneuver - - - - 556 - Stage 1 - - - - 826 - Stage 2 - - - - 787 - Approach EB WB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt EBT WBT SBLn1 Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) - - 0 HCM Lane LOS - - A HCM 95th %tile Q(veh) - - - HCM 6th TWSC 1: Pine Street/Barnstable High School Driveway & West Main Street 08/28/2023 NB-AM-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 7:00 am 01/20/2022 2029 No-Build Conditions Synchro 11 Report VHB/ARP Page 1 Intersection Int Delay, s/veh 34.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 85 795 15 165 530 70 10 10 320 50 2 55 Future Vol, veh/h 85 795 15 165 530 70 10 10 320 50 2 55 Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - 50 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 87 87 87 77 77 77 55 55 55 Heavy Vehicles, % 1 5 0 3 4 1 14 0 2 8 0 13 Mvmt Flow 97 903 17 190 609 80 13 13 416 91 4 100 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 690 0 0 920 0 0 2187 2176 912 2350 2144 650 Stage 1 - - - - - - 1106 1106 - 1030 1030 - Stage 2 - - - - - - 1081 1070 - 1320 1114 - Critical Hdwy 4.11 - - 4.13 - - 7.24 6.5 6.22 7.18 6.5 6.33 Critical Hdwy Stg 1 - - - - - - 6.24 5.5 - 6.18 5.5 - Critical Hdwy Stg 2 - - - - - - 6.24 5.5 - 6.18 5.5 - Follow-up Hdwy 2.209 - - 2.227 - - 3.626 4 3.318 3.572 4 3.417 Pot Cap-1 Maneuver 909 - - 738 - - 30 47 ~ 332 ~ 24 49 450 Stage 1 - - - - - - 242 289 - 275 313 - Stage 2 - - - - - - 250 300 - 188 286 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 908 - - 738 - - 16 31 ~ 332 - 32 450 Mov Cap-2 Maneuver - - - - - - 16 31 - - 32 - Stage 1 - - - - - - 216 258 - 245 232 - Stage 2 - - - - - - 142 223 - - 255 - Approach EB WB NB SB HCM Control Delay, s 0.9 2.5 191 HCM LOS F - Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 21 332 908 - - 738 - - - HCM Lane V/C Ratio 1.237 1.252 0.106 - - 0.257 - - - HCM Control Delay (s) $ 543.2 169 9.4 - - 11.6 - - - HCM Lane LOS F F A - - B - - - HCM 95th %tile Q(veh) 3.4 18.8 0.4 - - 1 - - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC 2: Site (East) & West Main Street 08/28/2023 NB-AM-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 7:00 am 01/20/2022 2029 No-Build Conditions Synchro 11 Report VHB/ARP Page 2 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 895 0 0 595 0 0 Future Vol, veh/h 895 0 0 595 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 88 92 92 87 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1017 0 0 684 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 1017 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.22 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.318 Pot Cap-1 Maneuver - 0 0 - 0 288 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 288 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) 0 - - HCM Lane LOS A - - HCM 95th %tile Q(veh) - - - HCM 6th TWSC 4: Pine Street & Site (West)08/28/2023 NB-AM-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 7:00 am 01/20/2022 2029 No-Build Conditions Synchro 11 Report VHB/ARP Page 3 Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 340 185 0 0 0 Future Vol, veh/h 0 340 185 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 77 77 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 442 240 0 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 682 240 Stage 1 - - - - 240 - Stage 2 - - - - 442 - Critical Hdwy - - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - - - 3.518 3.318 Pot Cap-1 Maneuver 0 - - 0 415 799 Stage 1 0 - - 0 800 - Stage 2 0 - - 0 648 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - 415 799 Mov Cap-2 Maneuver - - - - 415 - Stage 1 - - - - 800 - Stage 2 - - - - 648 - Approach EB WB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt EBT WBT SBLn1 Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) - - 0 HCM Lane LOS - - A HCM 95th %tile Q(veh) - - - HCM 6th TWSC 1: Pine Street/Barnstable High School Driveway & West Main Street 08/28/2023 NB-MID-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 12:00 pm 10/13/2022 2029 No-Build Conditions Synchro 11 Report VHB/ARP Page 1 Intersection Int Delay, s/veh 15.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 670 35 220 615 5 10 1 245 5 0 2 Future Vol, veh/h 5 670 35 220 615 5 10 1 245 5 0 2 Conflicting Peds, #/hr 0 0 4 4 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - 50 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 94 94 94 80 80 80 42 42 42 Heavy Vehicles, % 17 3 7 4 3 14 0 0 3 33 0 0 Mvmt Flow 5 705 37 234 654 5 13 1 306 12 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 659 0 0 746 0 0 1865 1865 728 2012 1881 657 Stage 1 - - - - - - 738 738 - 1125 1125 - Stage 2 - - - - - - 1127 1127 - 887 756 - Critical Hdwy 4.27 - - 4.14 - - 7.1 6.5 6.23 7.43 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.43 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.43 5.5 - Follow-up Hdwy 2.353 - - 2.236 - - 3.5 4 3.327 3.797 4 3.3 Pot Cap-1 Maneuver 862 - - 853 - - 56 74 422 36 72 468 Stage 1 - - - - - - 413 427 - 217 283 - Stage 2 - - - - - - 251 282 - 299 419 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 862 - - 850 - - 43 53 420 ~ 8 52 468 Mov Cap-2 Maneuver - - - - - - 43 53 - ~ 8 52 - Stage 1 - - - - - - 409 423 - 216 205 - Stage 2 - - - - - - 180 204 - 80 415 - Approach EB WB NB SB HCM Control Delay, s 0.1 2.8 37.1 $ 934.6 HCM LOS E F Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 44 420 862 - - 850 - - 11 HCM Lane V/C Ratio 0.313 0.729 0.006 - - 0.275 - - 1.515 HCM Control Delay (s) 120.4 33.4 9.2 - - 10.8 - - $ 934.6 HCM Lane LOS F D A - - B - - F HCM 95th %tile Q(veh) 1.1 5.8 0 - - 1.1 - - 2.9 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC 2: Site (East) & West Main Street 08/28/2023 NB-MID-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 12:00 pm 10/13/2022 2029 No-Build Conditions Synchro 11 Report VHB/ARP Page 2 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 710 0 0 630 0 0 Future Vol, veh/h 710 0 0 630 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 92 92 94 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 747 0 0 670 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 747 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.22 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.318 Pot Cap-1 Maneuver - 0 0 - 0 413 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 413 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) 0 - - HCM Lane LOS A - - HCM 95th %tile Q(veh) - - - HCM 6th TWSC 4: Pine Street & Site (West)08/28/2023 NB-MID-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 12:00 pm 10/13/2022 2029 No-Build Conditions Synchro 11 Report VHB/ARP Page 3 Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 255 255 0 0 0 Future Vol, veh/h 0 255 255 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 80 80 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 319 319 0 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 638 319 Stage 1 - - - - 319 - Stage 2 - - - - 319 - Critical Hdwy - - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - - - 3.518 3.318 Pot Cap-1 Maneuver 0 - - 0 441 722 Stage 1 0 - - 0 737 - Stage 2 0 - - 0 737 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - 441 722 Mov Cap-2 Maneuver - - - - 441 - Stage 1 - - - - 737 - Stage 2 - - - - 737 - Approach EB WB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt EBT WBT SBLn1 Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) - - 0 HCM Lane LOS - - A HCM 95th %tile Q(veh) - - - HCM 6th TWSC 1: Pine Street/Barnstable High School Driveway & West Main Street 08/28/2023 NB-PM-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 1:45 pm 01/20/2022 2029 No-Build Conditions Synchro 11 Report VHB/ARP Page 1 Intersection Int Delay, s/veh 1560.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 690 20 260 745 15 5 5 285 30 10 70 Future Vol, veh/h 15 690 20 260 745 15 5 5 285 30 10 70 Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - 50 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 91 91 91 38 38 38 Heavy Vehicles, % 0 2 0 3 2 0 0 0 2 38 60 25 Mvmt Flow 16 734 21 277 793 16 5 5 313 79 26 184 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 810 0 0 755 0 0 2237 2141 745 2292 2143 802 Stage 1 - - - - - - 777 777 - 1356 1356 - Stage 2 - - - - - - 1460 1364 - 936 787 - Critical Hdwy 4.1 - - 4.13 - - 7.1 6.5 6.22 7.48 7.1 6.45 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.48 6.1 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.48 6.1 - Follow-up Hdwy 2.2 - - 2.227 - - 3.5 4 3.318 3.842 4.54 3.525 Pot Cap-1 Maneuver 825 - - 851 - - 31 49 414 ~ 21 34 350 Stage 1 - - - - - - 393 410 - 154 166 - Stage 2 - - - - - - 162 218 - 275 330 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 824 - - 851 - - - 32 414 ~ 3 ~ 23 350 Mov Cap-2 Maneuver - - - - - - - 32 - ~ 3 ~ 23 - Stage 1 - - - - - - 386 402 - 151 112 - Stage 2 - - - - - - 40 147 - ~ 65 324 - Approach EB WB NB SB HCM Control Delay, s 0.2 2.9 $ 13303.8 HCM LOS - F Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 414 824 - - 851 - - 10 HCM Lane V/C Ratio - 0.756 0.019 - - 0.325 - - 28.947 HCM Control Delay (s) - 36.1 9.5 - - 11.3 - -$ 13303.8 HCM Lane LOS - E A - - B - - F HCM 95th %tile Q(veh) - 6.2 0.1 - - 1.4 - - 37.8 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC 2: Site (East) & West Main Street 08/28/2023 NB-PM-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 1:45 pm 01/20/2022 2029 No-Build Conditions Synchro 11 Report VHB/ARP Page 2 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 725 0 0 820 0 0 Future Vol, veh/h 725 0 0 820 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 92 92 94 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 771 0 0 872 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 771 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.22 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.318 Pot Cap-1 Maneuver - 0 0 - 0 400 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 400 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) 0 - - HCM Lane LOS A - - HCM 95th %tile Q(veh) - - - HCM 6th TWSC 4: Pine Street & Site (West)08/28/2023 NB-PM-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 1:45 pm 01/20/2022 2029 No-Build Conditions Synchro 11 Report VHB/ARP Page 3 Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 295 290 0 0 0 Future Vol, veh/h 0 295 290 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 91 91 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 324 319 0 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 643 319 Stage 1 - - - - 319 - Stage 2 - - - - 324 - Critical Hdwy - - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - - - 3.518 3.318 Pot Cap-1 Maneuver 0 - - 0 438 722 Stage 1 0 - - 0 737 - Stage 2 0 - - 0 733 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - 438 722 Mov Cap-2 Maneuver - - - - 438 - Stage 1 - - - - 737 - Stage 2 - - - - 733 - Approach EB WB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt EBT WBT SBLn1 Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) - - 0 HCM Lane LOS - - A HCM 95th %tile Q(veh) - - - HCM 6th TWSC 1: Pine Street/Barnstable High School Driveway & West Main Street 09/05/2023 BD-AM-PK 15837.00 :: 715 West Main Street, Hyannis, MA 7:30 am 09/02/2020 2029 Build Conditions Synchro 11 Report VHB/ARP Page 1 Intersection Int Delay, s/veh 4.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 635 20 110 400 2 15 5 125 5 1 0 Future Vol, veh/h 10 635 20 110 400 2 15 5 125 5 1 0 Conflicting Peds, #/hr 0 0 3 3 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - 50 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 78 78 78 90 90 90 80 80 80 50 50 50 Heavy Vehicles, % 0 3 0 2 6 0 13 0 1 0 0 0 Mvmt Flow 13 814 26 122 444 2 19 6 156 10 2 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 446 0 0 843 0 0 1546 1546 830 1623 1558 445 Stage 1 - - - - - - 856 856 - 689 689 - Stage 2 - - - - - - 690 690 - 934 869 - Critical Hdwy 4.1 - - 4.12 - - 7.23 6.5 6.21 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.23 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.23 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.218 - - 3.617 4 3.309 3.5 4 3.3 Pot Cap-1 Maneuver 1125 - - 793 - - 88 116 372 83 114 617 Stage 1 - - - - - - 337 377 - 439 450 - Stage 2 - - - - - - 418 449 - 322 372 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1125 - - 791 - - 76 97 371 40 95 617 Mov Cap-2 Maneuver - - - - - - 76 97 - 40 95 - Stage 1 - - - - - - 332 371 - 434 381 - Stage 2 - - - - - - 352 380 - 181 366 - Approach EB WB NB SB HCM Control Delay, s 0.1 2.2 28.2 115.1 HCM LOS D F Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 80 371 1125 - - 791 - - 44 HCM Lane V/C Ratio 0.313 0.421 0.011 - - 0.155 - - 0.273 HCM Control Delay (s) 69.3 21.6 8.2 - - 10.4 - - 115.1 HCM Lane LOS F C A - - B - - F HCM 95th %tile Q(veh) 1.2 2 0 - - 0.5 - - 0.9 HCM 6th TWSC 2: Site (East) & West Main Street 09/05/2023 BD-AM-PK 15837.00 :: 715 West Main Street, Hyannis, MA 7:30 am 09/02/2020 2029 Build Conditions Synchro 11 Report VHB/ARP Page 2 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 660 0 0 415 0 5 Future Vol, veh/h 660 0 0 415 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 79 92 92 89 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 835 0 0 466 0 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 835 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.22 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.318 Pot Cap-1 Maneuver - 0 0 - 0 368 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 368 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 14.9 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 368 - - HCM Lane V/C Ratio 0.015 - - HCM Control Delay (s) 14.9 - - HCM Lane LOS B - - HCM 95th %tile Q(veh) 0 - - HCM 6th TWSC 3: Pine Street & Site (East)09/05/2023 BD-AM-PK 15837.00 :: 715 West Main Street, Hyannis, MA 7:30 am 09/02/2020 2029 Build Conditions Synchro 11 Report VHB/ARP Page 3 Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 1 145 110 20 2 2 Future Vol, veh/h 1 145 110 20 2 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 79 79 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 184 139 22 2 2 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 161 0 - 0 336 150 Stage 1 - - - - 150 - Stage 2 - - - - 186 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1418 - - - 659 896 Stage 1 - - - - 878 - Stage 2 - - - - 846 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1418 - - - 658 896 Mov Cap-2 Maneuver - - - - 658 - Stage 1 - - - - 877 - Stage 2 - - - - 846 - Approach EB WB SB HCM Control Delay, s 0 0 9.8 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1418 - - - 759 HCM Lane V/C Ratio 0.001 - - - 0.006 HCM Control Delay (s) 7.5 - - - 9.8 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 4: Pine Street & Site (West)09/05/2023 BD-AM-PK 15837.00 :: 715 West Main Street, Hyannis, MA 7:30 am 09/02/2020 2029 Build Conditions Synchro 11 Report VHB/ARP Page 4 Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 140 110 0 5 5 Future Vol, veh/h 0 140 110 0 5 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 79 79 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 177 139 0 5 5 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 316 139 Stage 1 - - - - 139 - Stage 2 - - - - 177 - Critical Hdwy - - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - - - 3.518 3.318 Pot Cap-1 Maneuver 0 - - 0 677 909 Stage 1 0 - - 0 888 - Stage 2 0 - - 0 854 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - 677 909 Mov Cap-2 Maneuver - - - - 677 - Stage 1 - - - - 888 - Stage 2 - - - - 854 - Approach EB WB SB HCM Control Delay, s 0 0 9.7 HCM LOS A Minor Lane/Major Mvmt EBT WBT SBLn1 Capacity (veh/h) - - 776 HCM Lane V/C Ratio - - 0.014 HCM Control Delay (s) - - 9.7 HCM Lane LOS - - A HCM 95th %tile Q(veh) - - 0 HCM 6th TWSC 1: Pine Street/Barnstable High School Driveway & West Main Street 09/05/2023 BD-PM-PK 15837.00 :: 715 West Main Street, Hyannis, MA 4:00 pm 09/02/2020 2029 Build Conditions Synchro 11 Report VHB/ARP Page 1 Intersection Int Delay, s/veh 11.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 610 35 225 570 0 25 0 220 10 0 5 Future Vol, veh/h 0 610 35 225 570 0 25 0 220 10 0 5 Conflicting Peds, #/hr 3 0 4 4 0 3 0 0 1 1 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - 50 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 90 90 90 96 96 96 55 55 55 Heavy Vehicles, % 0 2 0 2 1 0 0 0 3 0 0 0 Mvmt Flow 0 670 38 250 633 0 26 0 229 18 0 9 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 636 0 0 712 0 0 1831 1829 694 1941 1848 636 Stage 1 - - - - - - 693 693 - 1136 1136 - Stage 2 - - - - - - 1138 1136 - 805 712 - Critical Hdwy 4.1 - - 4.12 - - 7.1 6.5 6.23 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.218 - - 3.5 4 3.327 3.5 4 3.3 Pot Cap-1 Maneuver 957 - - 888 - - 60 77 441 50 75 481 Stage 1 - - - - - - 437 448 - 248 279 - Stage 2 - - - - - - 247 279 - 379 439 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 954 - - 885 - - 46 55 439 19 53 480 Mov Cap-2 Maneuver - - - - - - 46 55 - 19 53 - Stage 1 - - - - - - 435 446 - 247 200 - Stage 2 - - - - - - 174 200 - 181 437 - Approach EB WB NB SB HCM Control Delay, s 0 3 35.6 $ 365.2 HCM LOS E F Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 46 439 954 - - 885 - - 28 HCM Lane V/C Ratio 0.566 0.522 - - - 0.282 - - 0.974 HCM Control Delay (s) 157.3 21.8 0 - - 10.7 - - $ 365.2 HCM Lane LOS F C A - - B - - F HCM 95th %tile Q(veh) 2.1 2.9 0 - - 1.2 - - 3.2 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC 2: Site (East) & West Main Street 09/05/2023 BD-PM-PK 15837.00 :: 715 West Main Street, Hyannis, MA 4:00 pm 09/02/2020 2029 Build Conditions Synchro 11 Report VHB/ARP Page 2 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 630 0 0 600 0 15 Future Vol, veh/h 630 0 0 600 0 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 92 92 90 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 692 0 0 667 0 16 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 692 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.22 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.318 Pot Cap-1 Maneuver - 0 0 - 0 444 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 444 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 13.4 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 444 - - HCM Lane V/C Ratio 0.037 - - HCM Control Delay (s) 13.4 - - HCM Lane LOS B - - HCM 95th %tile Q(veh) 0.1 - - HCM 6th TWSC 3: Pine Street & Site (East)09/05/2023 BD-PM-PK 15837.00 :: 715 West Main Street, Hyannis, MA 4:00 pm 09/02/2020 2029 Build Conditions Synchro 11 Report VHB/ARP Page 3 Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 240 200 60 5 5 Future Vol, veh/h 5 240 200 60 5 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 96 96 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 250 208 65 5 5 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 273 0 - 0 501 241 Stage 1 - - - - 241 - Stage 2 - - - - 260 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1290 - - - 530 798 Stage 1 - - - - 799 - Stage 2 - - - - 783 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1290 - - - 527 798 Mov Cap-2 Maneuver - - - - 527 - Stage 1 - - - - 795 - Stage 2 - - - - 783 - Approach EB WB SB HCM Control Delay, s 0.2 0 10.8 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1290 - - - 635 HCM Lane V/C Ratio 0.004 - - - 0.017 HCM Control Delay (s) 7.8 - - - 10.8 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.1 HCM 6th TWSC 4: Pine Street & Site (West)09/05/2023 BD-PM-PK 15837.00 :: 715 West Main Street, Hyannis, MA 4:00 pm 09/02/2020 2029 Build Conditions Synchro 11 Report VHB/ARP Page 4 Intersection Int Delay, s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 230 205 0 15 15 Future Vol, veh/h 0 230 205 0 15 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 96 96 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 240 214 0 16 16 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 454 214 Stage 1 - - - - 214 - Stage 2 - - - - 240 - Critical Hdwy - - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - - - 3.518 3.318 Pot Cap-1 Maneuver 0 - - 0 564 826 Stage 1 0 - - 0 822 - Stage 2 0 - - 0 800 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - 564 826 Mov Cap-2 Maneuver - - - - 564 - Stage 1 - - - - 822 - Stage 2 - - - - 800 - Approach EB WB SB HCM Control Delay, s 0 0 10.6 HCM LOS B Minor Lane/Major Mvmt EBT WBT SBLn1 Capacity (veh/h) - - 670 HCM Lane V/C Ratio - - 0.049 HCM Control Delay (s) - - 10.6 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.2 HCM 6th TWSC 1: Pine Street/Barnstable High School Driveway & West Main Street 09/05/2023 BD-MID-PK 15837.00 :: 715 West Main Street, Hyannis, MA 12:00 pm 10/13/2022 2029 Build Conditions Synchro 11 Report VHB/ARP Page 1 Intersection Int Delay, s/veh 37.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 695 80 270 615 5 20 1 270 5 0 2 Future Vol, veh/h 5 695 80 270 615 5 20 1 270 5 0 2 Conflicting Peds, #/hr 0 0 4 4 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - 50 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 94 94 94 80 80 80 42 42 42 Heavy Vehicles, % 17 3 7 4 3 14 0 0 3 33 0 0 Mvmt Flow 5 732 84 287 654 5 25 1 338 12 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 659 0 0 820 0 0 2021 2021 778 2185 2061 657 Stage 1 - - - - - - 788 788 - 1231 1231 - Stage 2 - - - - - - 1233 1233 - 954 830 - Critical Hdwy 4.27 - - 4.14 - - 7.1 6.5 6.23 7.43 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.43 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.43 5.5 - Follow-up Hdwy 2.353 - - 2.236 - - 3.5 4 3.327 3.797 4 3.3 Pot Cap-1 Maneuver 862 - - 800 - - 44 59 395 27 56 468 Stage 1 - - - - - - 387 405 - 188 252 - Stage 2 - - - - - - 219 251 - 274 388 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 862 - - 797 - - 31 37 393 ~ 3 36 468 Mov Cap-2 Maneuver - - - - - - 31 37 - ~ 3 36 - Stage 1 - - - - - - 383 401 - 187 161 - Stage 2 - - - - - - 139 161 - 38 384 - Approach EB WB NB SB HCM Control Delay, s 0.1 3.7 67.8 $ 3099.1 HCM LOS F F Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 31 393 862 - - 797 - - 4 HCM Lane V/C Ratio 0.847 0.859 0.006 - - 0.36 - - 4.167 HCM Control Delay (s) 299.8 49.8 9.2 - - 12 - - $ 3099.1 HCM Lane LOS F E A - - B - - F HCM 95th %tile Q(veh) 2.9 8.3 0 - - 1.6 - - 3.4 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC 2: Site (East) & West Main Street 09/05/2023 BD-MID-PK 15837.00 :: 715 West Main Street, Hyannis, MA 12:00 pm 10/13/2022 2029 Build Conditions Synchro 11 Report VHB/ARP Page 2 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 760 0 0 635 0 20 Future Vol, veh/h 760 0 0 635 0 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 94 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 800 0 0 690 0 22 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 800 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.22 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.318 Pot Cap-1 Maneuver - 0 0 - 0 385 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 385 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 14.9 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 385 - - HCM Lane V/C Ratio 0.056 - - HCM Control Delay (s) 14.9 - - HCM Lane LOS B - - HCM 95th %tile Q(veh) 0.2 - - HCM 6th TWSC 3: Pine Street & Site (East)09/05/2023 BD-MID-PK 15837.00 :: 715 West Main Street, Hyannis, MA 12:00 pm 10/13/2022 2029 Build Conditions Synchro 11 Report VHB/ARP Page 3 Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 280 270 80 10 10 Future Vol, veh/h 5 280 270 80 10 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 80 80 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 350 338 87 11 11 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 425 0 - 0 742 382 Stage 1 - - - - 382 - Stage 2 - - - - 360 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1134 - - - 383 665 Stage 1 - - - - 690 - Stage 2 - - - - 706 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1134 - - - 381 665 Mov Cap-2 Maneuver - - - - 381 - Stage 1 - - - - 687 - Stage 2 - - - - 706 - Approach EB WB SB HCM Control Delay, s 0.1 0 12.8 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1134 - - - 484 HCM Lane V/C Ratio 0.005 - - - 0.045 HCM Control Delay (s) 8.2 - - - 12.8 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.1 HCM 6th TWSC 4: Pine Street & Site (West)09/05/2023 BD-MID-PK 15837.00 :: 715 West Main Street, Hyannis, MA 12:00 pm 10/13/2022 2029 Build Conditions Synchro 11 Report VHB/ARP Page 4 Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 265 280 0 20 25 Future Vol, veh/h 0 265 280 0 20 25 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 80 80 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 331 350 0 22 27 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 681 350 Stage 1 - - - - 350 - Stage 2 - - - - 331 - Critical Hdwy - - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - - - 3.518 3.318 Pot Cap-1 Maneuver 0 - - 0 416 693 Stage 1 0 - - 0 713 - Stage 2 0 - - 0 728 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - 416 693 Mov Cap-2 Maneuver - - - - 416 - Stage 1 - - - - 713 - Stage 2 - - - - 728 - Approach EB WB SB HCM Control Delay, s 0 0 12.4 HCM LOS B Minor Lane/Major Mvmt EBT WBT SBLn1 Capacity (veh/h) - - 535 HCM Lane V/C Ratio - - 0.091 HCM Control Delay (s) - - 12.4 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.3 HCM 6th TWSC 1: Pine Street/Barnstable High School Driveway & West Main Street 09/05/2023 BD-SAT-PK 15837.00 :: 715 West Main Street, Hyannis, MA 11:30 am 10/15/2022 2029 Build Conditions Synchro 11 Report VHB/ARP Page 1 Intersection Int Delay, s/veh 24.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 735 50 215 575 5 15 0 235 10 0 10 Future Vol, veh/h 5 735 50 215 575 5 15 0 235 10 0 10 Conflicting Peds, #/hr 2 0 3 3 0 2 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - 50 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 93 93 93 86 86 86 50 50 50 Heavy Vehicles, % 0 0 0 2 2 0 0 0 3 0 0 0 Mvmt Flow 5 766 52 231 618 5 17 0 273 20 0 20 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 625 0 0 821 0 0 1898 1892 795 2024 1916 623 Stage 1 - - - - - - 805 805 - 1085 1085 - Stage 2 - - - - - - 1093 1087 - 939 831 - Critical Hdwy 4.1 - - 4.12 - - 7.1 6.5 6.23 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.218 - - 3.5 4 3.327 3.5 4 3.3 Pot Cap-1 Maneuver 966 - - 808 - - 53 71 386 43 68 490 Stage 1 - - - - - - 379 398 - 265 295 - Stage 2 - - - - - - 262 295 - 320 387 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 964 - - 806 - - 39 50 385 ~ 10 48 489 Mov Cap-2 Maneuver - - - - - - 39 50 - ~ 10 48 - Stage 1 - - - - - - 376 395 - 263 210 - Stage 2 - - - - - - 179 210 - 92 384 - Approach EB WB NB SB HCM Control Delay, s 0.1 3 41.6 $ 871.1 HCM LOS E F Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 39 385 964 - - 806 - - 20 HCM Lane V/C Ratio 0.447 0.71 0.005 - - 0.287 - - 2 HCM Control Delay (s) 157.4 34.2 8.8 - - 11.3 - - $ 871.1 HCM Lane LOS F D A - - B - - F HCM 95th %tile Q(veh) 1.5 5.3 0 - - 1.2 - - 5.3 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC 2: Site (East) & West Main Street 09/05/2023 BD-SAT-PK 15837.00 :: 715 West Main Street, Hyannis, MA 11:30 am 10/15/2022 2029 Build Conditions Synchro 11 Report VHB/ARP Page 2 Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 765 0 0 600 0 25 Future Vol, veh/h 765 0 0 600 0 25 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 96 92 92 93 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 797 0 0 645 0 27 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 797 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.22 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.318 Pot Cap-1 Maneuver - 0 0 - 0 387 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 387 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 15 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 387 - - HCM Lane V/C Ratio 0.07 - - HCM Control Delay (s) 15 - - HCM Lane LOS C - - HCM 95th %tile Q(veh) 0.2 - - HCM 6th TWSC 3: Pine Street & Site (East)09/05/2023 BD-SAT-PK 15837.00 :: 715 West Main Street, Hyannis, MA 11:30 am 10/15/2022 2029 Build Conditions Synchro 11 Report VHB/ARP Page 3 Intersection Int Delay, s/veh 0.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 240 180 85 10 10 Future Vol, veh/h 5 240 180 85 10 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 86 86 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 279 209 92 11 11 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 301 0 - 0 544 255 Stage 1 - - - - 255 - Stage 2 - - - - 289 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1260 - - - 500 784 Stage 1 - - - - 788 - Stage 2 - - - - 760 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1260 - - - 498 784 Mov Cap-2 Maneuver - - - - 498 - Stage 1 - - - - 784 - Stage 2 - - - - 760 - Approach EB WB SB HCM Control Delay, s 0.2 0 11.1 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1260 - - - 609 HCM Lane V/C Ratio 0.004 - - - 0.036 HCM Control Delay (s) 7.9 - - - 11.1 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.1 HCM 6th TWSC 4: Pine Street & Site (West)09/05/2023 BD-SAT-PK 15837.00 :: 715 West Main Street, Hyannis, MA 11:30 am 10/15/2022 2029 Build Conditions Synchro 11 Report VHB/ARP Page 4 Intersection Int Delay, s/veh 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 225 190 0 20 25 Future Vol, veh/h 0 225 190 0 20 25 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 86 86 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 262 221 0 22 27 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 483 221 Stage 1 - - - - 221 - Stage 2 - - - - 262 - Critical Hdwy - - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - - - 3.518 3.318 Pot Cap-1 Maneuver 0 - - 0 542 819 Stage 1 0 - - 0 816 - Stage 2 0 - - 0 782 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - 542 819 Mov Cap-2 Maneuver - - - - 542 - Stage 1 - - - - 816 - Stage 2 - - - - 782 - Approach EB WB SB HCM Control Delay, s 0 0 10.8 HCM LOS B Minor Lane/Major Mvmt EBT WBT SBLn1 Capacity (veh/h) - - 667 HCM Lane V/C Ratio - - 0.073 HCM Control Delay (s) - - 10.8 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.2 HCM 6th TWSC 1: Pine Street/Barnstable High School Driveway & West Main Street 09/05/2023 BD-AM-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 7:00 am 01/20/2022 2029 Build Conditions Synchro 11 Report VHB/ARP Page 1 Intersection Int Delay, s/veh 40.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 85 795 25 175 525 70 15 10 325 50 2 55 Future Vol, veh/h 85 795 25 175 525 70 15 10 325 50 2 55 Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - 50 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 87 87 87 77 77 77 55 55 55 Heavy Vehicles, % 1 5 0 3 4 1 14 0 2 8 0 13 Mvmt Flow 97 903 28 201 603 80 19 13 422 91 4 100 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 684 0 0 931 0 0 2208 2197 917 2375 2171 644 Stage 1 - - - - - - 1111 1111 - 1046 1046 - Stage 2 - - - - - - 1097 1086 - 1329 1125 - Critical Hdwy 4.11 - - 4.13 - - 7.24 6.5 6.22 7.18 6.5 6.33 Critical Hdwy Stg 1 - - - - - - 6.24 5.5 - 6.18 5.5 - Critical Hdwy Stg 2 - - - - - - 6.24 5.5 - 6.18 5.5 - Follow-up Hdwy 2.209 - - 2.227 - - 3.626 4 3.318 3.572 4 3.417 Pot Cap-1 Maneuver 914 - - 731 - - 29 46 ~ 330 ~ 23 47 454 Stage 1 - - - - - - 240 287 - 269 308 - Stage 2 - - - - - - 245 295 - 185 283 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 913 - - 731 - - ~ 15 30 ~ 330 - 30 454 Mov Cap-2 Maneuver - - - - - - ~ 15 30 - - 30 - Stage 1 - - - - - - 215 257 - 240 223 - Stage 2 - - - - - - 136 214 - - 253 - Approach EB WB NB SB HCM Control Delay, s 0.9 2.7 221.8 HCM LOS F - Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 19 330 913 - - 731 - - - HCM Lane V/C Ratio 1.709 1.279 0.106 - - 0.275 - - - HCM Control Delay (s) $ 767.6 179.8 9.4 - - 11.8 - - - HCM Lane LOS F F A - - B - - - HCM 95th %tile Q(veh) 4.4 19.6 0.4 - - 1.1 - - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC 2: Site (East) & West Main Street 09/05/2023 BD-AM-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 7:00 am 01/20/2022 2029 Build Conditions Synchro 11 Report VHB/ARP Page 2 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 900 0 0 595 0 5 Future Vol, veh/h 900 0 0 595 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 88 92 92 87 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1023 0 0 684 0 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 1023 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.22 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.318 Pot Cap-1 Maneuver - 0 0 - 0 286 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 286 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 17.8 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 286 - - HCM Lane V/C Ratio 0.019 - - HCM Control Delay (s) 17.8 - - HCM Lane LOS C - - HCM 95th %tile Q(veh) 0.1 - - HCM 6th TWSC 3: Pine Street & Site (East)09/05/2023 BD-AM-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 7:00 am 01/20/2022 2029 Build Conditions Synchro 11 Report VHB/ARP Page 3 Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 1 350 180 20 2 2 Future Vol, veh/h 1 350 180 20 2 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 77 77 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 455 234 22 2 2 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 256 0 - 0 702 245 Stage 1 - - - - 245 - Stage 2 - - - - 457 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1309 - - - 404 794 Stage 1 - - - - 796 - Stage 2 - - - - 638 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1309 - - - 404 794 Mov Cap-2 Maneuver - - - - 404 - Stage 1 - - - - 795 - Stage 2 - - - - 638 - Approach EB WB SB HCM Control Delay, s 0 0 11.8 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1309 - - - 536 HCM Lane V/C Ratio 0.001 - - - 0.008 HCM Control Delay (s) 7.8 - - - 11.8 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 4: Pine Street & Site (West)09/05/2023 BD-AM-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 7:00 am 01/20/2022 2029 Build Conditions Synchro 11 Report VHB/ARP Page 4 Intersection Int Delay, s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 345 180 0 5 5 Future Vol, veh/h 0 345 180 0 5 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 77 77 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 448 234 0 5 5 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 682 234 Stage 1 - - - - 234 - Stage 2 - - - - 448 - Critical Hdwy - - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - - - 3.518 3.318 Pot Cap-1 Maneuver 0 - - 0 415 805 Stage 1 0 - - 0 805 - Stage 2 0 - - 0 644 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - 415 805 Mov Cap-2 Maneuver - - - - 415 - Stage 1 - - - - 805 - Stage 2 - - - - 644 - Approach EB WB SB HCM Control Delay, s 0 0 11.7 HCM LOS B Minor Lane/Major Mvmt EBT WBT SBLn1 Capacity (veh/h) - - 548 HCM Lane V/C Ratio - - 0.02 HCM Control Delay (s) - - 11.7 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.1 HCM 6th TWSC 1: Pine Street/Barnstable High School Driveway & West Main Street 09/05/2023 BD-MID-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 12:00 pm 10/13/2022 2029 Build Conditions Synchro 11 Report VHB/ARP Page 1 Intersection Int Delay, s/veh 27 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 670 75 260 595 5 20 1 265 5 0 2 Future Vol, veh/h 5 670 75 260 595 5 20 1 265 5 0 2 Conflicting Peds, #/hr 0 0 4 4 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - 50 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 94 94 94 80 80 80 42 42 42 Heavy Vehicles, % 17 3 7 4 3 14 0 0 3 33 0 0 Mvmt Flow 5 705 79 277 633 5 25 1 331 12 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 638 0 0 788 0 0 1951 1951 749 2111 1988 636 Stage 1 - - - - - - 759 759 - 1190 1190 - Stage 2 - - - - - - 1192 1192 - 921 798 - Critical Hdwy 4.27 - - 4.14 - - 7.1 6.5 6.23 7.43 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.43 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.43 5.5 - Follow-up Hdwy 2.353 - - 2.236 - - 3.5 4 3.327 3.797 4 3.3 Pot Cap-1 Maneuver 878 - - 823 - - 49 65 410 30 62 481 Stage 1 - - - - - - 402 418 - 199 263 - Stage 2 - - - - - - 230 263 - 286 401 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 878 - - 820 - - 36 43 408 ~ 4 41 481 Mov Cap-2 Maneuver - - - - - - 36 43 - ~ 4 41 - Stage 1 - - - - - - 398 414 - 198 174 - Stage 2 - - - - - - 151 174 - 53 397 - Approach EB WB NB SB HCM Control Delay, s 0.1 3.5 56.5 $ 1958.9 HCM LOS F F Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 36 408 878 - - 820 - - 6 HCM Lane V/C Ratio 0.729 0.812 0.006 - - 0.337 - - 2.778 HCM Control Delay (s) 235.2 42.3 9.1 - - 11.6 - - $ 1958.9 HCM Lane LOS F E A - - B - - F HCM 95th %tile Q(veh) 2.6 7.3 0 - - 1.5 - - 3.3 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC 2: Site (East) & West Main Street 09/05/2023 BD-MID-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 12:00 pm 10/13/2022 2029 Build Conditions Synchro 11 Report VHB/ARP Page 2 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 730 0 0 615 0 20 Future Vol, veh/h 730 0 0 615 0 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 92 92 94 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 768 0 0 654 0 22 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 768 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.22 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.318 Pot Cap-1 Maneuver - 0 0 - 0 402 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 402 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 14.5 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 402 - - HCM Lane V/C Ratio 0.054 - - HCM Control Delay (s) 14.5 - - HCM Lane LOS B - - HCM 95th %tile Q(veh) 0.2 - - HCM 6th TWSC 3: Pine Street & Site (East)09/05/2023 BD-MID-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 12:00 pm 10/13/2022 2029 Build Conditions Synchro 11 Report VHB/ARP Page 3 Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 275 255 80 10 10 Future Vol, veh/h 5 275 255 80 10 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 80 80 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 344 319 87 11 11 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 406 0 - 0 717 363 Stage 1 - - - - 363 - Stage 2 - - - - 354 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1153 - - - 396 682 Stage 1 - - - - 704 - Stage 2 - - - - 710 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1153 - - - 394 682 Mov Cap-2 Maneuver - - - - 394 - Stage 1 - - - - 700 - Stage 2 - - - - 710 - Approach EB WB SB HCM Control Delay, s 0.1 0 12.5 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1153 - - - 499 HCM Lane V/C Ratio 0.005 - - - 0.044 HCM Control Delay (s) 8.1 - - - 12.5 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.1 HCM 6th TWSC 4: Pine Street & Site (West)09/05/2023 BD-MID-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 12:00 pm 10/13/2022 2029 Build Conditions Synchro 11 Report VHB/ARP Page 4 Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 260 265 0 20 25 Future Vol, veh/h 0 260 265 0 20 25 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 80 80 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 325 331 0 22 27 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 656 331 Stage 1 - - - - 331 - Stage 2 - - - - 325 - Critical Hdwy - - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - - - 3.518 3.318 Pot Cap-1 Maneuver 0 - - 0 430 711 Stage 1 0 - - 0 728 - Stage 2 0 - - 0 732 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - 430 711 Mov Cap-2 Maneuver - - - - 430 - Stage 1 - - - - 728 - Stage 2 - - - - 732 - Approach EB WB SB HCM Control Delay, s 0 0 12.2 HCM LOS B Minor Lane/Major Mvmt EBT WBT SBLn1 Capacity (veh/h) - - 551 HCM Lane V/C Ratio - - 0.089 HCM Control Delay (s) - - 12.2 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.3 HCM 6th TWSC 1: Pine Street/Barnstable High School Driveway & West Main Street 09/05/2023 BD-PM-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 1:45 pm 01/20/2022 2029 Build Conditions Synchro 11 Report VHB/ARP Page 1 Intersection Int Delay, s/veh 2165.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 690 60 300 725 15 15 5 305 30 10 70 Future Vol, veh/h 15 690 60 300 725 15 15 5 305 30 10 70 Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - 50 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 91 91 91 38 38 38 Heavy Vehicles, % 0 2 0 3 2 0 0 0 2 38 60 25 Mvmt Flow 16 734 64 319 771 16 16 5 335 79 26 184 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 788 0 0 798 0 0 2320 2224 766 2386 2248 780 Stage 1 - - - - - - 798 798 - 1418 1418 - Stage 2 - - - - - - 1522 1426 - 968 830 - Critical Hdwy 4.1 - - 4.13 - - 7.1 6.5 6.22 7.48 7.1 6.45 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.48 6.1 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.48 6.1 - Follow-up Hdwy 2.2 - - 2.227 - - 3.5 4 3.318 3.842 4.54 3.525 Pot Cap-1 Maneuver 840 - - 820 - - 27 44 403 ~ 18 28 361 Stage 1 - - - - - - 382 401 - 142 154 - Stage 2 - - - - - - 149 203 - 263 313 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 839 - - 820 - - - 26 403 ~ 2 ~ 17 361 Mov Cap-2 Maneuver - - - - - - - 26 - ~ 2 ~ 17 - Stage 1 - - - - - - 375 393 - 139 94 - Stage 2 - - - - - - 32 124 - ~ 43 307 - Approach EB WB NB SB HCM Control Delay, s 0.2 3.5 $ 19190.9 HCM LOS - F Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 403 839 - - 820 - - 7 HCM Lane V/C Ratio - 0.832 0.019 - - 0.389 - - 41.353 HCM Control Delay (s) - 45.2 9.4 - - 12.2 - -$ 19190.9 HCM Lane LOS - E A - - B - - F HCM 95th %tile Q(veh) - 7.7 0.1 - - 1.9 - - 38.2 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC 2: Site (East) & West Main Street 09/05/2023 BD-PM-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 1:45 pm 01/20/2022 2029 Build Conditions Synchro 11 Report VHB/ARP Page 2 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 745 0 0 810 0 20 Future Vol, veh/h 745 0 0 810 0 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 92 92 94 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 793 0 0 862 0 22 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 793 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.22 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.318 Pot Cap-1 Maneuver - 0 0 - 0 389 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 389 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 14.8 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 389 - - HCM Lane V/C Ratio 0.056 - - HCM Control Delay (s) 14.8 - - HCM Lane LOS B - - HCM 95th %tile Q(veh) 0.2 - - HCM 6th TWSC 3: Pine Street & Site (East)09/05/2023 BD-PM-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 1:45 pm 01/20/2022 2029 Build Conditions Synchro 11 Report VHB/ARP Page 3 Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 315 290 80 10 10 Future Vol, veh/h 5 315 290 80 10 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 91 91 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 346 319 87 11 11 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 406 0 - 0 719 363 Stage 1 - - - - 363 - Stage 2 - - - - 356 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1153 - - - 395 682 Stage 1 - - - - 704 - Stage 2 - - - - 709 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1153 - - - 393 682 Mov Cap-2 Maneuver - - - - 393 - Stage 1 - - - - 700 - Stage 2 - - - - 709 - Approach EB WB SB HCM Control Delay, s 0.1 0 12.5 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1153 - - - 499 HCM Lane V/C Ratio 0.005 - - - 0.044 HCM Control Delay (s) 8.1 - - - 12.5 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.1 HCM 6th TWSC 4: Pine Street & Site (West)09/05/2023 BD-PM-AVE 15837.00 :: 715 West Main Street, Hyannis, MA 1:45 pm 01/20/2022 2029 Build Conditions Synchro 11 Report VHB/ARP Page 4 Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 300 300 0 20 25 Future Vol, veh/h 0 300 300 0 20 25 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 91 91 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 330 330 0 22 27 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 660 330 Stage 1 - - - - 330 - Stage 2 - - - - 330 - Critical Hdwy - - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - - - 3.518 3.318 Pot Cap-1 Maneuver 0 - - 0 428 712 Stage 1 0 - - 0 728 - Stage 2 0 - - 0 728 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - 428 712 Mov Cap-2 Maneuver - - - - 428 - Stage 1 - - - - 728 - Stage 2 - - - - 728 - Approach EB WB SB HCM Control Delay, s 0 0 12.2 HCM LOS B Minor Lane/Major Mvmt EBT WBT SBLn1 Capacity (veh/h) - - 550 HCM Lane V/C Ratio - - 0.089 HCM Control Delay (s) - - 12.2 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.3