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TIA August 2025_Appendix
Appendix Site Plan Traffic Volume Count Data CCC Seasonal Adjustment Factors Public Transportation Schedules Vehicular Crash Data CCC Historical Growth Data Background Project Information Trip Generation Projections Trip Distribution Calculations Site Generated Vehicle Volumes Sight Distance Worksheets Intersection Capacity Analyses Average Season Capacity Analyses Site Plan SHEET TITLEDATE:CHECKED BY:JOB NO:DRAWN BY:DESCRIPTIONBYDATEPREPARED FOR:PROJECT TITLESHEET NOSCALE:BAXTER NYEENGINEERING &SURVEYINGMichael J. Egan116 Flanders RoadWestborough, MA 01581STAMPCONSULTANTNOFILE:Residences at Centerville Cove (MF)Homes at Centerville Cove (SF)195 Phinney's LaneCenterville, MA 02632CONSULTANTSTAMPC3.0PreliminarySite PlanNOT FOR PERMIT OR CONSTRUCTIONO:\2020\2020-015\CIVIL\PLOT\2020-015 DM.dwg, 1/9/2025 4:06:28 PM, jlavelle, DWG To PDF.pc3, ARCH expand D (24.00 x 36.00 Inches), 1:1 Traffic Volume Count Data barnstable, MA Client: Engineer: Site Code: Date: PDI Job # City, State: VHB R. Hart 85401.25 Tues 8/5/25 250728 Location Map: 250728 barnstable, MA Precision Data Industries, LLC 157 Washington Street, Suite 2, Hudson, MA 01749 ph: 508-875-0100 email: datarequests@pdillc.com B C D EF (6) 7-9am/4-6pm TMCs (1) Add VCU @A (2) 24HR VCU-ATRs (2) HRs (7) VCUs (2) HRs A A B Great Marsh Road east of Juniper Road Client: VHB/ R. Hart Site Code: 85401.25 Count Date: Direction: EB AM Bicycles Motorcycle Cars & Light Goods Buses Single Unit Heavy Multi Unit Heavy Total PM Bicycles Motorcycle Cars & Light Goods Buses Single Unit Heavy Multi Unit Heavy Total 12:00 AM 0 0 2 0 0 0 2 12:00 PM 0 0 24 0 1 0 25 12:15 AM 0 0 0 0 0 0 0 12:15 PM 0 0 36 0 1 0 37 12:30 AM 0 0 0 0 0 0 0 12:30 PM 0 0 27 0 1 0 28 12:45 AM 0 0 0 0 0 0 0 12:45 PM 0 0 42 0 0 0 42 1:00 AM 0 0 0 0 0 0 0 1:00 PM 0 0 26 0 0 0 26 1:15 AM 0 0 0 0 0 0 0 1:15 PM 0 0 25 0 2 0 27 1:30 AM 0 0 1 0 0 0 1 1:30 PM 1 0 25 0 0 0 26 1:45 AM 0 0 0 0 0 0 0 1:45 PM 0 0 19 0 0 0 19 2:00 AM 0 0 2 0 0 0 2 2:00 PM 0 0 33 0 1 0 34 2:15 AM 0 0 2 0 0 0 2 2:15 PM 0 0 26 0 1 0 27 2:30 AM 0 0 0 0 0 0 0 2:30 PM 0 0 28 0 0 0 28 2:45 AM 0 0 0 0 0 0 0 2:45 PM 2 0 28 0 0 0 30 3:00 AM 0 0 0 0 0 0 0 3:00 PM 1 0 30 0 0 0 31 3:15 AM 0 0 0 0 0 0 0 3:15 PM 0 0 21 0 1 0 22 3:30 AM 0 0 0 0 0 0 0 3:30 PM 0 0 32 0 0 0 32 3:45 AM 0 0 1 0 0 0 1 3:45 PM 0 0 26 0 0 0 26 4:00 AM 0 0 0 0 0 0 0 4:00 PM 0 0 31 0 1 0 32 4:15 AM 0 0 1 0 0 0 1 4:15 PM 0 0 41 0 0 0 41 4:30 AM 0 0 1 0 0 0 1 4:30 PM 2 0 37 0 1 0 40 4:45 AM 0 0 3 0 0 0 3 4:45 PM 0 0 37 0 0 0 37 5:00 AM 0 0 5 0 0 0 5 5:00 PM 0 0 36 0 0 0 36 5:15 AM 0 0 2 0 0 0 2 5:15 PM 3 0 33 0 0 0 36 5:30 AM 0 0 5 0 0 0 5 5:30 PM 1 0 32 0 0 0 33 5:45 AM 0 0 4 0 0 0 4 5:45 PM 0 0 26 0 0 0 26 6:00 AM 0 0 4 0 0 0 4 6:00 PM 0 0 24 0 0 0 24 6:15 AM 0 0 12 0 0 0 12 6:15 PM 0 0 28 0 0 0 28 6:30 AM 0 1 22 1 0 0 24 6:30 PM 0 0 21 0 0 0 21 6:45 AM 1 0 22 0 0 0 23 6:45 PM 0 0 17 0 0 0 17 7:00 AM 0 0 21 0 2 0 23 7:00 PM 2 0 24 0 0 0 26 7:15 AM 0 1 25 0 0 0 26 7:15 PM 1 0 16 0 0 0 17 7:30 AM 0 1 36 0 0 0 37 7:30 PM 0 0 13 0 0 0 13 7:45 AM 0 0 43 0 0 0 43 7:45 PM 0 0 19 0 0 0 19 8:00 AM 0 0 36 0 1 0 37 8:00 PM 0 0 11 0 0 0 11 8:15 AM 1 0 30 0 1 0 32 8:15 PM 0 0 7 0 0 0 7 8:30 AM 0 0 42 0 0 0 42 8:30 PM 0 0 10 0 0 0 10 8:45 AM 0 0 30 0 1 0 31 8:45 PM 0 0 8 0 0 0 8 9:00 AM 0 0 31 0 1 0 32 9:00 PM 0 0 7 0 0 0 7 9:15 AM 0 0 29 0 1 0 30 9:15 PM 0 0 7 0 0 0 7 9:30 AM 1 0 29 0 1 0 31 9:30 PM 0 0 10 0 0 0 10 9:45 AM 0 0 30 0 1 0 31 9:45 PM 0 0 4 0 0 0 4 10:00 AM 0 0 39 0 0 0 39 10:00 PM 0 0 5 0 0 0 5 10:15 AM 1 0 31 0 0 0 32 10:15 PM 0 0 4 0 0 0 4 10:30 AM 0 0 30 0 0 0 30 10:30 PM 0 0 3 0 0 0 3 10:45 AM 0 0 29 0 0 0 29 10:45 PM 0 0 2 0 0 0 2 11:00 AM 0 0 29 0 0 0 29 11:00 PM 0 0 1 0 0 0 1 11:15 AM 2 0 32 1 2 0 37 11:15 PM 0 0 7 0 0 0 7 11:30 AM 0 0 20 0 0 1 21 11:30 PM 0 0 2 0 1 0 3 11:45 AM 0 0 36 0 0 0 36 11:45 PM 0 0 5 0 0 0 5 AM Total 6 3 717 2 11 1 740 PM Total 13 0 976 0 11 0 1000 Percentage 0.81% 0.41% 96.89% 0.27% 1.49% 0.14% Percentage 1.30% 0.00% 97.60% 0.00% 1.10% 0.00% AM Peak 9:30 AM 6:30 AM 7:45 AM 5:45 AM 8:45 AM 10:45 AM 7:45 AM PM Peak 4:30 PM 12:00 PM 4:15 PM 12:00 PM 12:00 PM 12:00 PM 4:15 PM Volume 2 2 151 1 4 1 154 Volume 5 0 151 0 3 0 154 Day Total 19 3 1693 2 22 1 1740 Percentage 1.09% 0.17% 97.30% 0.11% 1.26% 0.06% PDI File #: 250728 ATR-A Tuesday, August 5, 2025 City, State: Barnstable, MA PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Great Marsh Road east of Juniper Road Client: VHB/ R. Hart Site Code: 85401.25 Count Date: Direction: WB AM Bicycles Motorcycle Cars & Light Goods Buses Single Unit Heavy Multi Unit Heavy Total PM Bicycles Motorcycle Cars & Light Goods Buses Single Unit Heavy Multi Unit Heavy Total 12:00 AM 0 0 2 0 0 0 2 12:00 PM 0 0 35 0 0 0 35 12:15 AM 0 0 0 0 0 0 0 12:15 PM 1 0 31 0 0 0 32 12:30 AM 0 0 0 0 0 0 0 12:30 PM 0 0 38 0 0 0 38 12:45 AM 0 0 1 0 0 0 1 12:45 PM 0 0 26 0 0 0 26 1:00 AM 0 0 0 0 0 0 0 1:00 PM 0 0 22 0 2 0 24 1:15 AM 0 0 1 0 0 0 1 1:15 PM 0 0 28 0 0 0 28 1:30 AM 0 0 2 0 0 0 2 1:30 PM 0 0 54 0 0 0 54 1:45 AM 0 0 1 0 0 0 1 1:45 PM 0 0 27 0 0 0 27 2:00 AM 0 0 1 0 0 0 1 2:00 PM 0 0 23 0 0 1 24 2:15 AM 0 0 1 0 0 0 1 2:15 PM 0 0 40 0 1 0 41 2:30 AM 0 0 0 0 0 0 0 2:30 PM 0 0 36 0 1 0 37 2:45 AM 0 0 0 0 0 0 0 2:45 PM 0 1 26 0 0 0 27 3:00 AM 0 0 0 0 0 0 0 3:00 PM 0 0 43 1 0 0 44 3:15 AM 0 0 0 0 0 0 0 3:15 PM 0 0 46 0 0 0 46 3:30 AM 0 0 1 0 0 0 1 3:30 PM 0 0 43 0 1 0 44 3:45 AM 0 0 1 0 0 0 1 3:45 PM 1 0 41 0 0 0 42 4:00 AM 0 0 0 0 0 0 0 4:00 PM 0 1 48 0 1 0 50 4:15 AM 0 0 0 0 0 0 0 4:15 PM 1 0 44 0 0 0 45 4:30 AM 0 0 0 0 0 0 0 4:30 PM 2 0 44 0 0 0 46 4:45 AM 0 0 1 0 0 0 1 4:45 PM 0 1 48 0 0 0 49 5:00 AM 0 0 1 0 0 0 1 5:00 PM 0 0 67 0 0 0 67 5:15 AM 0 0 0 0 0 0 0 5:15 PM 0 1 53 0 1 0 55 5:30 AM 0 0 2 0 0 0 2 5:30 PM 0 0 46 1 0 0 47 5:45 AM 0 0 1 0 0 0 1 5:45 PM 2 0 37 0 0 0 39 6:00 AM 0 0 5 0 0 0 5 6:00 PM 2 1 38 0 1 0 42 6:15 AM 0 0 7 0 0 0 7 6:15 PM 0 0 35 0 1 0 36 6:30 AM 0 0 4 0 0 0 4 6:30 PM 0 0 28 0 1 0 29 6:45 AM 0 0 13 0 1 0 14 6:45 PM 0 0 33 0 0 0 33 7:00 AM 0 0 10 0 0 0 10 7:00 PM 0 0 16 0 0 0 16 7:15 AM 0 0 8 0 4 0 12 7:15 PM 0 0 26 0 0 0 26 7:30 AM 0 0 9 0 0 0 9 7:30 PM 0 0 23 0 0 0 23 7:45 AM 0 0 16 1 0 0 17 7:45 PM 3 0 18 0 0 0 21 8:00 AM 0 0 24 0 0 0 24 8:00 PM 1 0 16 0 0 0 17 8:15 AM 0 0 17 0 0 0 17 8:15 PM 0 0 22 0 0 0 22 8:30 AM 0 0 29 0 0 0 29 8:30 PM 0 0 18 0 0 0 18 8:45 AM 0 0 22 0 0 0 22 8:45 PM 0 0 25 0 0 0 25 9:00 AM 0 0 21 0 1 0 22 9:00 PM 1 1 8 0 1 0 11 9:15 AM 0 0 21 0 0 0 21 9:15 PM 0 0 20 0 0 0 20 9:30 AM 0 0 26 0 0 0 26 9:30 PM 0 0 15 0 0 0 15 9:45 AM 0 0 23 0 1 0 24 9:45 PM 1 0 6 0 0 0 7 10:00 AM 0 0 25 0 0 0 25 10:00 PM 0 0 6 0 0 0 6 10:15 AM 0 0 21 0 0 0 21 10:15 PM 0 0 8 0 0 0 8 10:30 AM 0 0 29 0 1 0 30 10:30 PM 0 2 10 0 0 0 12 10:45 AM 0 0 25 0 1 0 26 10:45 PM 0 0 5 0 0 0 5 11:00 AM 0 0 53 1 0 0 54 11:00 PM 0 0 4 0 0 0 4 11:15 AM 0 0 31 0 1 0 32 11:15 PM 0 0 3 0 0 0 3 11:30 AM 0 0 33 0 0 0 33 11:30 PM 0 0 4 0 0 0 4 11:45 AM 2 1 29 0 0 0 32 11:45 PM 0 0 2 0 0 0 2 AM Total 2 1 517 2 10 0 532 PM Total 15 8 1335 2 11 1 1372 Percentage 0.38% 0.19% 97.18% 0.38% 1.88% 0.00% Percentage 1.09% 0.58% 97.30% 0.15% 0.80% 0.07% AM Peak 11:00 AM 11:00 AM 11:00 AM 7:00 AM 6:30 AM 12:00 AM 11:00 AM PM Peak 3:45 PM 4:00 PM 4:45 PM 2:15 PM 5:45 PM 1:15 PM 4:45 PM Volume 2 1 146 1 5 0 151 Volume 4 2 214 1 3 1 218 Day Total 17 9 1852 4 21 1 1904 Percentage 0.89% 0.47% 97.27% 0.21% 1.10% 0.05% PDI File #: 250728 ATR-A Tuesday, August 5, 2025 City, State: Barnstable, MA PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Great Marsh Road east of Juniper Hill Road City, State: Barnstable, MA Client: VHB/ R. Hart Site Code: 85401.25 Start Time: 1 to 14 15 to 19 20 to 24 25 to 29 30 to 34 35 to 39 40 to 44 45 to 49 50 to 54 55 to 59 60 to 64 65 to 69 70+ Total 85th %ile Ave Speed 12:00 AM 0000110000000237.8 35.0 1:00 AM 0000001000000143.0 43.0 2:00 AM 0002101000000437.1 32.3 3:00 AM 0000100000000134.0 34.0 4:00 AM 0000230000000537.0 35.0 5:00 AM 00015910000001637.0 34.9 6:00 AM 0109242370000026639.0 36.0 7:00 AM 0 0 0 19 47 43 11 10101012338.0 34.6 8:00 AM 0 2 2 12 57 54 12 21000014239.0 34.2 9:00 AM 1 2 1 16 67 27 810000012336.0 32.6 10:00 AM 0 0 2 20 61 36 900000012837.0 32.9 11:00 AM 2 0 4 23 56 29 600000012037.0 32.0 12:00 PM 1 1 2 18 57 37 13 10010013139.0 33.5 1:00 PM 0 1 1 12 34 41 60000019637.8 34.3 2:00 PM 1 3 2 16 57 35 700000012137.0 32.7 3:00 PM 2 0 6 14 38 44 830000111638.8 34.0 4:00 PM 0 3 4 19 53 54 10 10010114638.0 33.7 5:00 PM 2 2 2 17 57 42 510000012837.0 32.5 6:00 PM 1014413192001009039.0 34.7 7:00 PM 1326282591000007539.0 33.3 8:00 PM 1 0 3 10 9531000003238.0 31.3 9:00 PM 055410230000002934.8 28.1 10:00 PM 03452112000001838.9 28.6 11:00 PM 01235510000001737.0 30.7 Total 12 27 43 230 713 547 131 16 113151730 38.0 33.4 Percent 0.69% 1.56% 2.49% 13.29% 41.21% 31.62% 7.57% 0.92% 0.06% 0.06% 0.17% 0.06% 0.29% AM Peak 11:00 AM 8:00 AM 11:00 AM 11:00 AM 9:00 AM 8:00 AM 8:00 AM 8:00 AM 8:00 AM 7:00 AM 7:00 AM 6:00 AM 8:00 AM Volume 2 2 4 23 67 54 12 211012142 PM Peak 3:00 PM 9:00 PM 3:00 PM 4:00 PM 12:00 PM 4:00 PM 12:00 PM 3:00 PM 12:00 PM 1:00 PM 4:00 PM Volume 2 5 6 19 57 54 13 300101146 15th Percentile: 29.0 MPH Average Speed: 33.4 MPH Posted Speed Limit: 30 MPH 50th Percentile: 33.0 MPH 10 MPH Pace: 29 to 38 MPH Number of Vehicles > 30 MPH: 1323 85th Percentile: 38.0 MPH Number in Pace: 1264 Percent of Vehicles > 30 MPH: 76.5% 95th Percentile: 41.0 MPH Percent in Pace: 73.1% EB Tuesday, August 5, 2025 Speed (60-minute) Count Date PDI File #: 250728 ATR-A (Speed) PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Great Marsh Road east of Juniper Hill Road City, State: Client: VHB/ R. Hart Site Code: 85401.25 Start Time: 1 to 14 15 to 19 20 to 24 25 to 29 30 to 34 35 to 39 40 to 44 45 to 49 50 to 54 55 to 59 60 to 64 65 to 69 70+ Total 85th %ile Ave Speed 12:00 AM 0100110000000334.9 28.3 1:00 AM 0001111000000439.8 34.8 2:00 AM 0000101000000238.7 35.5 3:00 AM 0001100000000231.8 29.0 4:00 AM 0001000000000126.0 26.0 5:00 AM 0000310000000435.8 33.8 6:00 AM 001216830000003038.7 33.8 7:00 AM 0226221330000004836.0 32.3 8:00 AM 0 0 1 12 43 34 30000009337.0 33.4 9:00 AM 0 1 3 19 42 28 20000009536.0 31.9 10:00 AM 0 0 2 14 56 25 710000010537.0 33.1 11:00 AM 0 0 3 26 79 34 710000015036.0 32.5 12:00 PM 0 1 5 15 73 35 310000013337.0 32.7 1:00 PM 0 1 3 25 66 32 720000013637.0 32.8 2:00 PM 0 0 3 22 64 30 730000012937.0 32.9 3:00 PM 1 4 4 30 80 48 740000017837.0 32.6 4:00 PM 0 0 7 29 78 60 14 20000019037.0 33.2 5:00 PM 0 1 8 18 103 56 15 41000020637.0 33.6 6:00 PM 1 0 4 21 61 39 811000013637.0 33.1 7:00 PM 0 4 6 25 33 19 31000009136.0 30.8 8:00 PM 1 2 4 23 35 862000008136.0 31.1 9:00 PM 4 2 6 14 15 711000005035.0 28.1 10:00 PM 113612312000002935.0 30.3 11:00 PM 10035320001001539.8 34.3 Total 9 20 65 313 890 485 101 25 201001911 37.0 32.6 Percent 0.47% 1.05% 3.40% 16.38% 46.57% 25.38% 5.29% 1.31% 0.10% 0.00% 0.05% 0.00% 0.00% AM Peak 7:00 AM 9:00 AM 11:00 AM 11:00 AM 8:00 AM 10:00 AM 10:00 AM 11:00 AM Volume 0 2 3 26 79 34 7100000150 PM Peak 9:00 PM 3:00 PM 5:00 PM 3:00 PM 5:00 PM 4:00 PM 5:00 PM 3:00 PM 5:00 PM 11:00 PM 5:00 PM Volume 4 4 8 30 103 60 15 410100206 15th Percentile: 28.0 MPH Average Speed: 32.6 MPH Posted Speed Limit: 30 MPH 50th Percentile: 33.0 MPH 10 MPH Pace: 28 to 37 MPH Number of Vehicles > 30 MPH: 1380 85th Percentile: 37.0 MPH Number in Pace: 1473 Percent of Vehicles > 30 MPH: 72.2% 95th Percentile: 40.0 MPH Percent in Pace: 77.1% WB Tuesday, August 5, 2025 Speed (60-minute) Count Date PDI File #: 250728 ATR-A (Speed) Barnstable, MA PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Great Marsh Road east of Juniper Hill Road City, State: Client: VHB/ R. Hart Site Code: 85401.25 Start Time: 1 to 14 15 to 19 20 to 24 25 to 29 30 to 34 35 to 39 40 to 44 45 to 49 50 to 54 55 to 59 60 to 64 65 to 69 70+ Total 85th %ile Ave Speed 12:00 AM 0100220000000537.8 31.0 1:00 AM 0001112000000542.4 36.4 2:00 AM 0002202000000640.5 33.3 3:00 AM 0001200000000333.7 30.7 4:00 AM 0001230000000637.0 33.5 5:00 AM 000181010000002037.2 34.7 6:00 AM 0 1 1 11 40 31 10 0000029639.0 35.3 7:00 AM 0 2 2 25 69 56 14 10101017138.0 33.9 8:00 AM 0 2 3 24 100 88 15 21000023538.0 33.9 9:00 AM 1 3 4 35 109 55 10 10000021836.0 32.3 10:00 AM 0 0 4 34 117 61 16 10000023337.0 33.0 11:00 AM 2 0 7 49 135 63 13 10000027036.0 32.3 12:00 PM 1 2 7 33 130 72 16 20010026437.0 33.1 1:00 PM 0 2 4 37 100 73 13 20000123237.4 33.4 2:00 PM 1 3 5 38 121 65 14 30000025037.0 32.8 3:00 PM 3 4 10 44 118 92 15 70000129438.0 33.1 4:00 PM 0 3 11 48 131 114 24 30010133637.0 33.4 5:00 PM 2 3 10 35 160 98 20 51000033437.0 33.2 6:00 PM 2 0 5 25 102 70 17 31010022638.0 33.7 7:00 PM 1 7 8 31 61 44 12 20000016637.0 31.9 8:00 PM 2 2 7 33 44 13 930000011337.0 31.2 9:00 PM 4 7 11 18 25 941000007935.0 28.1 10:00 PM 1 4 7 11 14 424000004738.0 29.7 11:00 PM 112610830001003238.0 32.4 Total 21 47 108 543 1603 1032 232 41 314153641 37.0 33.0 Percent 0.58% 1.29% 2.97% 14.91% 44.03% 28.34% 6.37% 1.13% 0.08% 0.03% 0.11% 0.03% 0.14% AM Peak 11:00 AM 9:00 AM 11:00 AM 11:00 AM 11:00 AM 8:00 AM 10:00 AM 8:00 AM 8:00 AM 7:00 AM 7:00 AM 6:00 AM 11:00 AM Volume 2 3 7 49 135 88 16 211012270 PM Peak 9:00 PM 7:00 PM 4:00 PM 4:00 PM 5:00 PM 4:00 PM 4:00 PM 3:00 PM 5:00 PM 12:00 PM 1:00 PM 4:00 PM Volume 4 7 11 48 160 114 24 710101336 15th Percentile: 28.0 MPH Average Speed: 33.0 MPH Posted Speed Limit: 30 MPH 50th Percentile: 33.0 MPH 10 MPH Pace: 28 to 37 MPH Number of Vehicles > 30 MPH: 2703 85th Percentile: 37.0 MPH Number in Pace: 2728 Percent of Vehicles > 30 MPH: 74.2% 95th Percentile: 41.0 MPH Percent in Pace: 74.9% Combined EB and WB Tuesday, August 5, 2025 Speed (60-minute) Count Date PDI File #: 250728 ATR-A (Speed) Barnstable, MA PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Phinney's Lane north of Great Marsh Road Client: VHB/ R. Hart Site Code: 85401.25 Count Date: Direction: NB AM Bicycles Motorcycle Cars & Light Goods Buses Single Unit Heavy Multi Unit Heavy Total PM Bicycles Motorcycle Cars & Light Goods Buses Single Unit Heavy Multi Unit Heavy Total 12:00 AM 0 0 5 0 0 0 5 12:00 PM 0 0 72 0 2 1 75 12:15 AM 0 0 4 0 0 0 4 12:15 PM 0 0 133 1 3 0 137 12:30 AM 0 0 1 0 1 0 2 12:30 PM 0 0 97 0 3 1 101 12:45 AM 0 0 2 0 0 0 2 12:45 PM 0 0 113 0 4 0 117 1:00 AM 0 0 1 0 0 0 1 1:00 PM 0 0 94 1 5 1 101 1:15 AM 0 0 1 0 0 0 1 1:15 PM 0 0 90 0 6 0 96 1:30 AM 0 0 1 0 0 0 1 1:30 PM 1 0 103 0 5 0 109 1:45 AM 0 0 1 0 0 0 1 1:45 PM 0 0 87 1 1 0 89 2:00 AM 0 0 2 0 0 0 2 2:00 PM 0 0 95 0 5 0 100 2:15 AM 0 0 4 0 0 0 4 2:15 PM 0 1 73 0 1 0 75 2:30 AM 0 0 1 0 0 0 1 2:30 PM 0 1 77 0 2 0 80 2:45 AM 0 0 1 0 0 0 1 2:45 PM 0 0 93 0 1 2 96 3:00 AM 0 0 2 0 0 0 2 3:00 PM 0 0 94 0 1 0 95 3:15 AM 0 0 1 0 0 0 1 3:15 PM 0 0 93 0 3 2 98 3:30 AM 0 1 4 0 0 0 5 3:30 PM 0 0 111 0 2 0 113 3:45 AM 0 0 3 0 0 0 3 3:45 PM 0 0 91 0 2 0 93 4:00 AM 0 0 1 0 0 0 1 4:00 PM 0 0 108 0 4 0 112 4:15 AM 0 0 3 0 0 0 3 4:15 PM 1 1 95 1 2 1 101 4:30 AM 0 0 5 0 0 0 5 4:30 PM 0 0 91 0 5 1 97 4:45 AM 0 0 8 0 0 0 8 4:45 PM 0 0 114 0 1 0 115 5:00 AM 0 0 9 0 0 0 9 5:00 PM 0 1 109 0 2 0 112 5:15 AM 0 0 10 0 0 0 10 5:15 PM 3 0 85 1 2 0 91 5:30 AM 0 0 16 0 1 0 17 5:30 PM 1 0 88 0 0 0 89 5:45 AM 0 0 22 0 0 0 22 5:45 PM 0 1 75 0 1 0 77 6:00 AM 0 0 13 0 1 0 14 6:00 PM 0 0 75 0 0 0 75 6:15 AM 0 0 30 0 0 0 30 6:15 PM 0 0 67 0 0 0 67 6:30 AM 0 1 41 2 1 1 46 6:30 PM 1 0 66 0 0 0 67 6:45 AM 1 1 69 0 1 0 72 6:45 PM 0 0 47 0 0 0 47 7:00 AM 1 0 55 0 5 0 61 7:00 PM 2 0 40 0 0 0 42 7:15 AM 1 1 64 1 2 2 71 7:15 PM 0 0 38 0 1 1 40 7:30 AM 1 1 102 0 2 1 107 7:30 PM 1 0 38 0 0 0 39 7:45 AM 0 0 111 0 2 2 115 7:45 PM 0 0 37 0 0 0 37 8:00 AM 0 0 98 0 4 0 102 8:00 PM 0 0 35 0 0 0 35 8:15 AM 1 0 88 1 2 0 92 8:15 PM 0 0 38 0 0 0 38 8:30 AM 0 0 110 1 2 0 113 8:30 PM 0 0 27 0 0 0 27 8:45 AM 0 0 94 0 3 0 97 8:45 PM 0 0 21 0 0 0 21 9:00 AM 1 0 93 1 4 0 99 9:00 PM 0 0 29 0 0 0 29 9:15 AM 0 0 85 0 2 0 87 9:15 PM 0 0 26 0 0 0 26 9:30 AM 0 0 78 0 4 0 82 9:30 PM 0 0 25 0 0 0 25 9:45 AM 1 1 90 0 4 0 96 9:45 PM 0 0 13 0 0 0 13 10:00 AM 0 0 91 0 4 0 95 10:00 PM 0 0 9 0 0 0 9 10:15 AM 1 0 107 0 1 1 110 10:15 PM 0 0 9 0 0 0 9 10:30 AM 0 0 94 0 2 0 96 10:30 PM 0 0 12 0 0 0 12 10:45 AM 0 0 94 0 1 0 95 10:45 PM 0 0 5 0 0 0 5 11:00 AM 0 0 89 0 2 0 91 11:00 PM 0 0 6 0 0 0 6 11:15 AM 1 0 109 1 4 0 115 11:15 PM 0 0 13 0 0 0 13 11:30 AM 0 0 88 0 4 1 93 11:30 PM 0 0 10 0 1 0 11 11:45 AM 0 0 97 0 1 0 98 11:45 PM 0 0 9 0 1 0 10 AM Total 9 6 2098 7 60 8 2188 PM Total 10 5 2976 5 66 10 3072 Percentage 0.41% 0.27% 95.89% 0.32% 2.74% 0.37% Percentage 0.33% 0.16% 96.88% 0.16% 2.15% 0.33% AM Peak 6:45 AM 6:30 AM 7:45 AM 6:30 AM 9:00 AM 7:00 AM 7:45 AM PM Peak 4:45 PM 1:45 PM 12:15 PM 12:15 PM 12:45 PM 2:30 PM 12:15 PM Volume 4 3 407 3 14 5 422 Volume 4 2 437 2 20 4 456 Day Total 19 11 5074 12 126 18 5260 Percentage 0.36% 0.21% 96.46% 0.23% 2.40% 0.34% PDI File #: 250728 ATR-B Tuesday, August 5, 2025 City, State: Barnstable, MA PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Phinney's Lane north of Great Marsh Road Client: VHB/ R. Hart Site Code: 85401.25 Count Date: Direction: SB AM Bicycles Motorcycle Cars & Light Goods Buses Single Unit Heavy Multi Unit Heavy Total PM Bicycles Motorcycle Cars & Light Goods Buses Single Unit Heavy Multi Unit Heavy Total 12:00 AM 0 0 3 0 0 0 3 12:00 PM 0 0 102 0 0 1 103 12:15 AM 0 0 0 0 0 0 0 12:15 PM 0 0 79 0 0 0 79 12:30 AM 0 0 4 0 0 0 4 12:30 PM 0 1 99 0 2 1 103 12:45 AM 0 0 6 0 0 0 6 12:45 PM 0 0 87 0 4 0 91 1:00 AM 0 0 4 0 0 0 4 1:00 PM 1 0 87 0 5 0 93 1:15 AM 0 0 2 0 0 0 2 1:15 PM 0 0 84 1 2 0 87 1:30 AM 0 0 1 0 0 0 1 1:30 PM 0 0 115 0 3 1 119 1:45 AM 0 0 1 0 0 0 1 1:45 PM 0 0 86 0 2 0 88 2:00 AM 0 0 3 0 0 0 3 2:00 PM 0 0 77 0 2 1 80 2:15 AM 0 0 1 0 0 0 1 2:15 PM 0 1 111 0 5 1 118 2:30 AM 0 0 0 0 0 0 0 2:30 PM 0 0 110 1 3 0 114 2:45 AM 0 0 1 0 0 0 1 2:45 PM 0 1 80 0 1 0 82 3:00 AM 0 0 1 0 0 0 1 3:00 PM 0 0 99 0 0 0 99 3:15 AM 0 0 2 0 0 0 2 3:15 PM 0 0 104 0 2 0 106 3:30 AM 0 0 4 0 0 0 4 3:30 PM 0 1 99 0 4 0 104 3:45 AM 0 0 2 0 0 0 2 3:45 PM 2 1 111 0 2 0 116 4:00 AM 0 0 1 0 1 0 2 4:00 PM 0 1 116 0 1 0 118 4:15 AM 0 0 2 0 0 0 2 4:15 PM 1 0 116 0 2 0 119 4:30 AM 1 0 3 0 1 0 5 4:30 PM 0 0 118 0 4 0 122 4:45 AM 0 0 7 0 1 0 8 4:45 PM 1 2 130 0 0 0 133 5:00 AM 0 0 6 0 0 0 6 5:00 PM 0 0 127 0 0 1 128 5:15 AM 0 0 2 0 0 0 2 5:15 PM 0 1 124 0 1 1 127 5:30 AM 0 0 6 0 0 0 6 5:30 PM 0 0 113 1 0 0 114 5:45 AM 0 0 9 0 0 0 9 5:45 PM 1 0 92 0 0 0 93 6:00 AM 0 0 25 0 3 1 29 6:00 PM 0 1 89 0 3 0 93 6:15 AM 0 0 16 0 1 1 18 6:15 PM 0 0 83 0 1 0 84 6:30 AM 0 0 33 0 1 0 34 6:30 PM 0 0 84 0 1 0 85 6:45 AM 0 0 37 1 3 0 41 6:45 PM 0 1 80 0 2 0 83 7:00 AM 0 1 38 0 2 1 42 7:00 PM 0 0 69 0 0 0 69 7:15 AM 0 1 45 0 4 0 50 7:15 PM 0 0 68 0 1 0 69 7:30 AM 0 0 54 2 1 0 57 7:30 PM 0 0 61 0 0 0 61 7:45 AM 0 0 72 1 3 2 78 7:45 PM 3 0 63 0 0 0 66 8:00 AM 0 0 63 0 4 0 67 8:00 PM 1 0 58 0 0 0 59 8:15 AM 0 0 67 0 6 1 74 8:15 PM 0 0 54 0 0 0 54 8:30 AM 0 0 90 2 1 0 93 8:30 PM 0 0 48 0 0 0 48 8:45 AM 0 0 72 2 2 0 76 8:45 PM 0 0 38 0 0 0 38 9:00 AM 0 0 76 0 4 0 80 9:00 PM 0 2 39 0 0 0 41 9:15 AM 0 0 77 0 0 0 77 9:15 PM 0 0 41 0 0 0 41 9:30 AM 0 0 79 0 5 0 84 9:30 PM 0 0 29 0 1 0 30 9:45 AM 0 0 83 0 4 0 87 9:45 PM 0 0 29 0 0 0 29 10:00 AM 0 0 87 0 3 0 90 10:00 PM 0 0 23 0 0 0 23 10:15 AM 0 0 63 0 3 0 66 10:15 PM 0 0 21 0 0 0 21 10:30 AM 0 0 77 0 6 0 83 10:30 PM 0 2 22 0 0 0 24 10:45 AM 0 0 77 0 2 0 79 10:45 PM 0 0 16 0 0 0 16 11:00 AM 0 0 92 0 1 0 93 11:00 PM 0 0 19 0 0 0 19 11:15 AM 0 0 87 0 2 1 90 11:15 PM 0 0 9 0 0 0 9 11:30 AM 0 0 112 1 0 0 113 11:30 PM 0 0 3 0 0 0 3 11:45 AM 2 1 97 2 2 0 104 11:45 PM 0 0 8 0 0 0 8 AM Total 3 3 1690 11 66 7 1780 PM Total 10 15 3520 3 54 7 3609 Percentage 0.17% 0.17% 94.94% 0.62% 3.71% 0.39% Percentage 0.28% 0.42% 97.53% 0.08% 1.50% 0.19% AM Peak 11:00 AM 6:30 AM 11:00 AM 8:00 AM 9:45 AM 7:00 AM 11:00 AM PM Peak 7:15 PM 3:15 PM 4:30 PM 12:30 PM 12:45 PM 1:30 PM 4:30 PM Volume 2 2 388 4 16 3 400 Volume 4 3 499 1 14 3 510 Day Total 13 18 5210 14 120 14 5389 Percentage 0.24% 0.33% 96.68% 0.26% 2.23% 0.26% PDI File #: 250728 ATR-B Tuesday, August 5, 2025 City, State: Barnstable, MA PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Phinney's Lane north of Great Marsh Road City, State: Barnstable, MA Client: VHB/ R. Hart Site Code: 85401.25 Start Time: 1 to 14 15 to 19 20 to 24 25 to 29 30 to 34 35 to 39 40 to 44 45 to 49 50 to 54 55 to 59 60 to 64 65 to 69 70+ Total 85th %ile Ave Speed 12:00 AM 00003631000001341.4 37.5 1:00 AM 0002010100000443.6 34.3 2:00 AM 0021031000000739.2 32.6 3:00 AM 00004223000001145.0 38.4 4:00 AM 00025361000001742.0 36.8 5:00 AM 12281219124000006042.0 35.0 6:00 AM 0 2 3 35 42 58 16 20010015939.0 33.7 7:00 AM 1 3 7 69 119 107 27 40000033738.0 33.1 8:00 AM 0 2 12 70 178 113 13 10000038937.0 32.5 9:00 AM 1 3 7 68 148 107 12 50000035137.0 32.6 10:00 AM 1 3 4 79 168 117 20 10000039337.0 32.6 11:00 AM 0 2 9 81 174 95 16 20000037937.0 32.4 12:00 PM 0 2 8 73 195 108 17 10000040436.0 32.5 1:00 PM 0 1 8 73 187 93 20 10000038337.0 32.6 2:00 PM 0 3 12 82 162 79 710000034636.0 31.7 3:00 PM 0 1 8 71 174 105 16 00000037537.0 32.5 4:00 PM 0 2 8 86 195 99 810000039936.0 32.2 5:00 PM 0 2 7 78 170 104 10 20000037337.0 32.4 6:00 PM 0 1 7 44 110 77 19 20000026038.0 33.1 7:00 PM 1 1 8 41 51 44 900000015537.0 32.0 8:00 PM 0 0 0 21 52 34 833100012239.0 34.4 9:00 PM 0 0 5 16 34 24 10 1110009238.4 33.6 10:00 PM 0025101241000003439.1 34.4 11:00 PM 011891182100004143.0 34.9 Total 5 31 120 1013 2202 1421 264 40 521005104 37.0 32.7 Percent 0.10% 0.61% 2.35% 19.85% 43.14% 27.84% 5.17% 0.78% 0.10% 0.04% 0.02% 0.00% 0.00% AM Peak 5:00 AM 7:00 AM 8:00 AM 11:00 AM 8:00 AM 10:00 AM 7:00 AM 9:00 AM 6:00 AM 10:00 AM Volume 1 3 12 81 178 117 27 500100393 PM Peak 7:00 PM 2:00 PM 2:00 PM 4:00 PM 12:00 PM 12:00 PM 1:00 PM 8:00 PM 8:00 PM 8:00 PM 12:00 PM Volume 1 3 12 86 195 108 20 331000404 15th Percentile: 28.0 MPH Average Speed: 32.7 MPH Posted Speed Limit: 30 MPH 50th Percentile: 33.0 MPH 10 MPH Pace: 28 to 37 MPH Number of Vehicles > 30 MPH: 3567 85th Percentile: 37.0 MPH Number in Pace: 3796 Percent of Vehicles > 30 MPH: 69.9% 95th Percentile: 40.0 MPH Percent in Pace: 74.4% Count Date PDI File #: 250728 ATR-B (Speed) NB Tuesday, August 5, 2025 Speed (60-minute) PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Phinney's Lane north of Great Marsh Road City, State: Client: VHB/ R. Hart Site Code: 85401.25 Start Time: 1 to 14 15 to 19 20 to 24 25 to 29 30 to 34 35 to 39 40 to 44 45 to 49 50 to 54 55 to 59 60 to 64 65 to 69 70+ Total 85th %ile Ave Speed 12:00 AM 00035410000001337.2 33.5 1:00 AM 0010222010000841.0 37.3 2:00 AM 0011002100000543.2 35.6 3:00 AM 1003103010000942.8 34.2 4:00 AM 00105613000001644.8 36.3 5:00 AM 00216941000002340.7 35.0 6:00 AM 1 1 5 10 32 56 10 20000011739.0 34.3 7:00 AM 0 0 6 25 84 79 920000020537.0 33.5 8:00 AM 1 4 13 55 106 71 600000025636.0 31.7 9:00 AM 2 4 16 64 114 78 720000028736.0 31.6 10:00 AM 1 3 7 64 145 62 610000028936.0 31.8 11:00 AM 2 5 25 107 139 54 910000034235.0 30.4 12:00 PM 1 2 22 76 129 75 12 10000031837.0 31.6 1:00 PM 1 4 15 95 127 68 12 00000032236.0 31.4 2:00 PM 2 11 30 91 142 61 300000034035.0 30.4 3:00 PM 3 1 29 88 185 72 500000038335.0 31.0 4:00 PM 5 13 28 113 158 78 600000040135.0 30.2 5:00 PM 3 9 28 82 159 95 11 00000038736.0 31.2 6:00 PM 3 4 14 81 124 87 12 00000032536.0 31.6 7:00 PM 0 2 14 61 106 65 900000025737.0 31.9 8:00 PM 0 4 17 41 81 42 900000019436.1 31.2 9:00 PM 1 1 6 26 53 32 870000013439.0 32.9 10:00 PM 0 3 4 11 24 28 73000008039.0 33.4 11:00 PM 0108121041110003840.5 34.7 Total 27 72 284 1106 1939 1134 158 25 310004749 36.0 31.5 Percent 0.57% 1.52% 5.98% 23.29% 40.83% 23.88% 3.33% 0.53% 0.06% 0.02% 0.00% 0.00% 0.00% AM Peak 9:00 AM 11:00 AM 11:00 AM 11:00 AM 10:00 AM 7:00 AM 6:00 AM 4:00 AM 1:00 AM 11:00 AM Volume 2 5 25 107 145 79 10 310000342 PM Peak 4:00 PM 4:00 PM 2:00 PM 4:00 PM 3:00 PM 5:00 PM 12:00 PM 9:00 PM 11:00 PM 11:00 PM 4:00 PM Volume 5 13 30 113 185 95 12 711000401 15th Percentile: 27.0 MPH Average Speed: 31.5 MPH Posted Speed Limit: 30 MPH 50th Percentile: 32.0 MPH 10 MPH Pace: 27 to 36 MPH Number of Vehicles > 30 MPH: 2946 85th Percentile: 36.0 MPH Number in Pace: 3427 Percent of Vehicles > 30 MPH: 62.0% 95th Percentile: 39.0 MPH Percent in Pace: 72.2% Count Date PDI File #: 250728 ATR-B (Speed) Barnstable, MA SB Tuesday, August 5, 2025 Speed (60-minute) PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Phinney's Lane north of Great Marsh Road City, State: Client: VHB/ R. Hart Site Code: 85401.25 Start Time: 1 to 14 15 to 19 20 to 24 25 to 29 30 to 34 35 to 39 40 to 44 45 to 49 50 to 54 55 to 59 60 to 64 65 to 69 70+ Total 85th %ile Ave Speed 12:00 AM 000381041000002640.3 35.5 1:00 AM 00122321100001243.8 36.3 2:00 AM 00320331000001241.4 33.8 3:00 AM 10035253100002045.0 36.5 4:00 AM 001210974000003344.0 36.5 5:00 AM 12491828165000008341.0 35.0 6:00 AM 1 3 8 45 74 114 26 40010027639.0 33.9 7:00 AM 1 3 13 94 203 186 36 60000054238.0 33.3 8:00 AM 1 6 25 125 284 184 19 10000064537.0 32.2 9:00 AM 3 7 23 132 262 185 19 70000063837.0 32.1 10:00 AM 2 6 11 143 313 179 26 20000068236.0 32.2 11:00 AM 2 7 34 188 313 149 25 30000072136.0 31.5 12:00 PM 1 4 30 149 324 183 29 20000072236.9 32.1 1:00 PM 1 5 23 168 314 161 32 10000070536.0 32.0 2:00 PM 2 14 42 173 304 140 10 10000068636.0 31.0 3:00 PM 3 2 37 159 359 177 21 00000075836.0 31.7 4:00 PM 5 15 36 199 353 177 14 10000080036.0 31.2 5:00 PM 3 11 35 160 329 199 21 20000076036.0 31.8 6:00 PM 3 5 21 125 234 164 31 20000058537.0 32.3 7:00 PM 1 3 22 102 157 109 18 00000041237.0 31.9 8:00 PM 0 4 17 62 133 76 17 33100031637.0 32.5 9:00 PM 1 1 11 42 87 56 18 81100022639.0 33.1 10:00 PM 0 3 6 16 34 40 11 40000011439.0 33.7 11:00 PM 0 2 1 16 21 21 12 3210007942.0 34.8 Total 32 103 404 2119 4141 2555 422 65 831009853 37.0 32.1 Percent 0.32% 1.05% 4.10% 21.51% 42.03% 25.93% 4.28% 0.66% 0.08% 0.03% 0.01% 0.00% 0.00% AM Peak 9:00 AM 9:00 AM 11:00 AM 11:00 AM 10:00 AM 7:00 AM 7:00 AM 9:00 AM 1:00 AM 6:00 AM 11:00 AM Volume 3 7 34 188 313 186 36 710100721 PM Peak 4:00 PM 4:00 PM 2:00 PM 4:00 PM 3:00 PM 5:00 PM 1:00 PM 9:00 PM 8:00 PM 8:00 PM 4:00 PM Volume 5 15 42 199 359 199 32 831000800 15th Percentile: 28.0 MPH Average Speed: 32.1 MPH Posted Speed Limit: 30 MPH 50th Percentile: 32.0 MPH 10 MPH Pace: 28 to 37 MPH Number of Vehicles > 30 MPH: 6513 85th Percentile: 37.0 MPH Number in Pace: 7223 Percent of Vehicles > 30 MPH: 66.1% 95th Percentile: 40.0 MPH Percent in Pace: 73.3% Count Date PDI File #: 250728 ATR-B (Speed) Barnstable, MA Combined NB and SB Tuesday, August 5, 2025 Speed (60-minute) PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U-Turn Total Thru Left U-Turn Total Right Left U-Turn Total 4 39 0 43 43 6 0 49 6 16 0 22 114 8 42 0 50 50 5 0 55 6 21 0 27 132 5 52 0 57 75 3 0 78 6 32 0 38 173 15 63 0 78 82 2 0 84 9 32 0 41 203 32 196 0 228 250 16 0 266 27 101 0 128 622 14 53 0 67 70 10 0 80 7 31 0 38 185 15 59 0 74 68 5 0 73 10 22 0 32 179 17 76 0 93 82 9 0 91 9 32 0 41 225 16 60 0 76 71 6 0 77 6 26 0 32 185 62 248 0 310 291 30 0 321 32 111 0 143 774 94 444 0 538 541 46 0 587 59 212 0 271 1396 17.5 82.5 0.0 92.2 7.8 0.0 21.8 78.2 0.0 6.7 31.8 0.0 38.5 38.8 3.3 0.0 42.0 4.2 15.2 0.0 19.4 753 503 140 1396 91 412 0 503 515 45 0 560 57 208 0 265 1328 96.8 92.8 0.0 93.5 95.2 97.8 0.0 95.4 96.6 98.1 0.0 97.8 95.1 723 469 136 1328 332035261027240668 3.2 7.2 0.0 6.5 4.8 2.2 0.0 4.6 3.4 1.9 0.0 2.2 4.9 30 34 4 68 Right Thru U-Turn Total Thru Left U-Turn Total Right Left U-Turn Total 15 63 0 78 82 2 0 84 9 32 0 41 203 14 53 0 67 70 10 0 80 7 31 0 38 185 15 59 0 74 68 5 0 73 10 22 0 32 179 17 76 0 93 82 9 0 91 9 32 0 41 225 61 251 0 312 302 26 0 328 35 117 0 152 792 19.6 80.4 0.0 92.1 7.9 0.0 23.0 77.0 0.0 0.897 0.826 0.000 0.839 0.921 0.650 0.000 0.901 0.875 0.914 0.000 0.927 0.880 60 233 0 293 290 26 0 316 34 115 0 149 758 98.4 92.8 0.0 93.9 96.0 100.0 0.0 96.3 97.1 98.3 0.0 98.0 95.7 118019120012120334 1.6 7.2 0.0 6.1 4.0 0.0 0.0 3.7 2.9 1.7 0.0 2.0 4.3 60 233 0 293 290 26 0 316 34 115 0 149 758 118019120012120334 61 251 0 312 302 26 0 328 35 117 0 152 792 405 267 86 758 14 19 1 34 419 286 87 792 from North from South from West Approach % Grand Total Great Marsh RoadPhinneys LanePhinneys Lane 7:45 AM from North 8:00 AM from West from South Phinneys Lane7:45 AM 8:45 AM Total Phinneys Lane % Approach Total PHF Cars Enter Leg 8:15 AM 8:30 AM Heavy Vehicles % Total Volume 7:45 AM 8:00 AM Great Marsh Road Heavy Enter Leg Total Entering Leg Cars Exiting Leg Heavy Exiting Leg Total Exiting Leg Heavy Vehicles Exiting Leg Total % Cars Cars 8:15 AM 8:30 AM Total Total Cars Cars % Heavy Vehicles 7:00 AM 7:15 AM 7:30 AM Total Exiting Leg Total Total % Exiting Leg Total % Heavy Vehicles Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Cars and Heavy Vehicles (Combined) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Class: 250728 B N: Phinneys Lane S: Phinneys Lane W: Great Marsh Road Barnstable, MA VHB/ R. Hart 85401.25 Tuesday, August 5, 2025 7:00 AM 9:00 AM Page 1 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U-Turn Total Thru Left U-Turn Total Right Left U-Turn Total 4 36 0 40 41 6 0 47 6 14 0 20 107 6 39 0 45 45 4 0 49 6 21 0 27 121 5 49 0 54 71 3 0 74 6 32 0 38 166 14 59 0 73 78 2 0 80 9 32 0 41 194 29 183 0 212 235 15 0 250 27 99 0 126 588 14 49 0 63 66 10 0 76 6 31 0 37 176 15 51 0 66 66 5 0 71 10 20 0 30 167 17 74 0 91 80 9 0 89 9 32 0 41 221 16 55 0 71 68 6 0 74 5 26 0 31 176 62 229 0 291 280 30 0 310 30 109 0 139 740 91 412 0 503 515 45 0 560 57 208 0 265 1328 18.1 81.9 0.0 92.0 8.0 0.0 21.5 78.5 0.0 6.9 31.0 0.0 37.9 38.8 3.4 0.0 42.2 4.3 15.7 0.0 20.0 723 469 136 1328 Right Thru U-Turn Total Thru Left U-Turn Total Right Left U-Turn Total 14 59 0 73 78 2 0 80 9 32 0 41 194 14 49 0 63 66 10 0 76 6 31 0 37 176 15 51 0 66 66 5 0 71 10 20 0 30 167 17 74 0 91 80 9 0 89 9 32 0 41 221 60 233 0 293 290 26 0 316 34 115 0 149 758 20.5 79.5 0.0 91.8 8.2 0.0 22.8 77.2 0.0 0.882 0.787 0.000 0.805 0.906 0.650 0.000 0.888 0.850 0.898 0.000 0.909 0.857 60 233 0 293 290 26 0 316 34 115 0 149 758 405 267 86 758 698 583 235 1516 8:30 AM Entering Leg Exiting Leg Total PHF Total Volume Grand Total Approach % Total % Exiting Leg Total 7:45 AM from North % Approach Total Total Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Class: Phinneys Lane Cars PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Great Marsh RoadPhinneys Lane 250728 B N: Phinneys Lane S: Phinneys Lane W: Great Marsh Road Barnstable, MA VHB/ R. Hart 85401.25 Tuesday, August 5, 2025 7:00 AM 9:00 AM Phinneys Lane 8:00 AM from South from West Phinneys Lane Great Marsh Road 7:45 AM 8:00 AM 8:15 AM 8:15 AM 8:30 AM 8:45 AM Total from North from South from West Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Page 2 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U-Turn Total Thru Left U-Turn Total Right Left U-Turn Total 0303200202027 23055106000011 0303400400007 1405400400009 313016151016020234 0404400410019 08082002020212 0202200200004 0505300310019 019019110011220434 332035261027240668 8.6 91.4 0.0 96.3 3.7 0.0 33.3 66.7 0.0 4.4 47.1 0.0 51.5 38.2 1.5 0.0 39.7 2.9 5.9 0.0 8.8 30 34 4 68 16073003010111 33.3 18.8 0.0 20.0 11.5 0.0 0.0 11.1 0.0 25.0 0.0 16.7 16.2 46111 222024190019230548 66.7 68.8 0.0 68.6 73.1 0.0 0.0 70.4 100.0 75.0 0.0 83.3 70.6 22 24 2 48 0404410500009 0.0 12.5 0.0 11.4 15.4 100.0 0.0 18.5 0.0 0.0 0.0 0.0 13.2 4419 Right Thru U-Turn Total Thru Left U-Turn Total Right Left U-Turn Total 0303400400007 1405400400009 0404400410019 08082002020212 119020140014120337 5.0 95.0 0.0 100.0 0.0 0.0 33.3 66.7 0.0 0.250 0.594 0.000 0.625 0.875 0.000 0.000 0.875 0.250 0.250 0.000 0.375 0.771 1203100101015 100.0 10.5 0.0 15.0 7.1 0.0 0.0 7.1 0.0 50.0 0.0 33.3 13.5 014014100010110226 0.0 73.7 0.0 70.0 71.4 0.0 0.0 71.4 100.0 50.0 0.0 66.7 70.3 0303300300006 0.0 15.8 0.0 15.0 21.4 0.0 0.0 21.4 0.0 0.0 0.0 0.0 16.2 1203100101015 014014100010110226 0303300300006 119020140014120337 2215 11 15 0 26 3306 16 20 1 37 Buses Single-Unit Trucks Articulated Trucks Total Exiting Leg Articulated % Buses Single-Unit Trucks Articulated Trucks Total Entering Leg Buses Buses % Single-Unit Trucks Single-Unit % Articulated Trucks 7:45 AM 8:00 AM 8:15 AM Total Volume % Approach Total PHF from West Total 7:30 AM from North from South 7:30 AM Phinneys Lane Phinneys Lane Great Marsh Road Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: % Single-Unit Exiting Leg Total Articulated Trucks % Articulated Exiting Leg Total Exiting Leg Total Buses % Buses Exiting Leg Total Single-Unit Trucks Grand Total Approach % Total % 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 7:00 AM 7:15 AM 7:30 AM 7:00 AM End Time:9:00 AM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Great Marsh Road from South from West Phinneys Lane from North Total PDI File #:250728 B Location:N: Phinneys Lane S: Phinneys Lane Location: W: Great Marsh Road Phinneys Lane Class:Heavy Vehicles-Combined (Buses, Single-Unit Trucks, Articulated Trucks) Count Date:Tuesday, August 5, 2025 Start Time: Page 3 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U-Turn Total Thru Left U-Turn Total Right Left U-Turn Total 0000000000000 0000100100001 0202000000002 1001000000001 1203100100004 0000000000000 0000100101012 0202100100003 0202000000002 0404200201017 16073003010111 14.3 85.7 0.0 100.0 0.0 0.0 0.0 100.0 0.0 9.1 54.5 0.0 63.6 27.3 0.0 0.0 27.3 0.0 9.1 0.0 9.1 46111 Right Thru U-Turn Total Thru Left U-Turn Total Right Left U-Turn Total 0000000000000 0000100101012 0202100100003 0202000000002 0404200201017 0.0 100.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.000 0.500 0.000 0.500 0.500 0.000 0.000 0.500 0.000 0.250 0.000 0.250 0.583 0404200201017 3407 76114 PDI File #:250728 B Location:N: Phinneys Lane S: Phinneys Lane Location: W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:7:00 AM End Time:9:00 AM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Class:Buses Phinneys Lane Phinneys Lane Great Marsh Road Total 7:00 AM 7:15 AM 7:30 AM 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM Exiting Leg Total 8:00 AM Phinneys Lane Grand Total Approach % Total % Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: from South from West Total Phinneys Lane Great Marsh Road from North PHF Entering Leg Exiting Leg Total 8:00 AM 8:15 AM 8:30 AM 8:45 AM Total Volume % Approach Total from North from South from West Page 4 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U-Turn Total Thru Left U-Turn Total Right Left U-Turn Total 0202200202026 2305300300008 0101200200003 0202300300005 28010100010020222 0404400410019 0707100101019 0000100100001 0303300310017 0140149009210326 222024190019230548 8.3 91.7 0.0 100.0 0.0 0.0 40.0 60.0 0.0 4.2 45.8 0.0 50.0 39.6 0.0 0.0 39.6 4.2 6.3 0.0 10.4 22 24 2 48 Right Thru U-Turn Total Thru Left U-Turn Total Right Left U-Turn Total 0101200200003 0202300300005 0404400410019 0707100101019 014014100010110226 0.0 100.0 0.0 100.0 0.0 0.0 50.0 50.0 0.0 0.000 0.500 0.000 0.500 0.625 0.000 0.000 0.625 0.250 0.250 0.000 0.500 0.722 014014100010110226 11 15 0 26 25 25 2 52 PHF Entering Leg Exiting Leg Total 7:30 AM 7:45 AM 8:00 AM 8:15 AM Total Volume % Approach Total from South from West Total Phinneys Lane Great Marsh Road from North Exiting Leg Total 7:30 AM Phinneys Lane Grand Total Approach % Total % 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 7:00 AM 7:15 AM 7:30 AM Total Class:Single-Unit Trucks Phinneys Lane Phinneys Lane Great Marsh Road PDI File #:250728 B Location:N: Phinneys Lane S: Phinneys Lane Location: W: Great Marsh Road Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Count Date:Tuesday, August 5, 2025 Start Time:7:00 AM End Time:9:00 AM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 from North from South from West Page 5 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U-Turn Total Thru Left U-Turn Total Right Left U-Turn Total 0101000000001 0000110200002 0000200200002 0202100100003 0303410500008 0000000000000 0101000000001 0000000000000 0000000000000 0101000000001 0404410500009 0.0 100.0 0.0 80.0 20.0 0.0 0.0 0.0 0.0 0.0 44.4 0.0 44.4 44.4 11.1 0.0 55.6 0.0 0.0 0.0 0.0 4419 Right Thru U-Turn Total Thru Left U-Turn Total Right Left U-Turn Total 0101000000001 0000110200002 0000200200002 0202100100003 0303410500008 0.0 100.0 0.0 80.0 20.0 0.0 0.0 0.0 0.0 0.000 0.375 0.000 0.375 0.500 0.250 0.000 0.625 0.000 0.000 0.000 0.000 0.667 0303410500008 4318 78116 PHF Entering Leg Exiting Leg Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Volume % Approach Total from South from West Total Phinneys Lane Great Marsh Road from North Exiting Leg Total 7:00 AM Phinneys Lane Grand Total Approach % Total % 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 7:00 AM 7:15 AM 7:30 AM Total Class:Articulated Trucks Phinneys Lane Phinneys Lane Great Marsh Road PDI File #:250728 B Location:N: Phinneys Lane S: Phinneys Lane Location: W: Great Marsh Road Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Count Date:Tuesday, August 5, 2025 Start Time:7:00 AM End Time:9:00 AM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 from North from South from West Page 6 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U-Turn CW-EB CW-WB Total Thru Left U-Turn CW-WB CW-EB Total Right Left U-Turn CW-NB CW-SB Total 0000001000010000001 0000001000010000001 0000001000010000001 0000000000000000000 0000003000030000003 0000000000000000000 0000000000000100011 0000000000000000000 0000000000000000000 0000000000000100011 0000003000030100014 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 75.0 0.0 0.0 0.0 0.0 75.0 0.0 25.0 0.0 0.0 0.0 25.0 4004 Right Thru U-Turn CW-EB CW-WB Total Thru Left U-Turn CW-WB CW-EB Total Right Left U-Turn CW-NB CW-SB Total 0000001000010000001 0000001000010000001 0000001000010000001 0000000000000000000 0000003000030000003 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.750 0.000 0.000 0.000 0.000 0.750 0.000 0.000 0.000 0.000 0.000 0.000 0.750 0000003000030000003 3003 3306 Phinneys Lane Phinneys Lane Total Great Marsh Road Great Marsh Road 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 8:45 AM Total 7:00 AM Phinneys Lane Phinneys Lane Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 7:30 AM 7:45 AM Total Volume % Approach Total PHF from West Total 7:00 AM 7:15 AM from North from South Entering Leg Exiting Leg Total Class: 250728 B N: Phinneys Lane S: Phinneys Lane W: Great Marsh Road Barnstable, MA VHB/ R. Hart 85401.25 Tuesday, August 5, 2025 7:00 AM 9:00 AM Bicycles (on Roadway and Crosswalks) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: from North from South from West Page 7 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U-Turn CW-EB CW-WB Total Thru Left U-Turn CW-WB CW-EB Total Right Left U-Turn CW-NB CW-SB Total 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 00000 00000 00000 000000000000000000 0000 Right Thru U-Turn CW-EB CW-WB Total Thru Left U-Turn CW-WB CW-EB Total Right Left U-Turn CW-NB CW-SB Total 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0000000000000000000 0000 0000 Entering Leg Exiting Leg Total 7:30 AM 7:45 AM Total Volume % Approach Total PHF from West Total 7:00 AM 7:15 AM Great Marsh Road from North from South 7:00 AM Phinneys Lane Phinneys Lane Grand Total Approach % Total % Exiting Leg Total 7:00 AM 7:15 AM 7:30 AM Phinneys Lane Phinneys Lane Total Great Marsh Road from North Count Date: Start Time: End Time: Class: 250728 B N: Phinneys Lane S: Phinneys Lane W: Great Marsh Road Barnstable, MA VHB/ R. Hart 85401.25 Tuesday, August 5, 2025 7:00 AM 9:00 AM Pedestrians PDI File #: Location: Location: City, State: Client: Site Code: 8:00 AM 8:15 AM 8:30 AM 8:45 AM Total from South from West Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 7:45 AM Total Page 8 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U-Turn Total Thru Left U-Turn Total Right Left U-Turn Total 36 82 0 118 84 14 0 98 6 27 0 33 249 32 86 0 118 76 14 0 90 13 26 0 39 247 30 91 0 121 65 15 0 80 6 31 0 37 238 38 94 0 132 90 9 0 99 12 25 0 37 268 136 353 0 489 315 52 0 367 37 109 0 146 1002 44 82 0 126 77 23 0 100 5 35 0 40 266 40 89 0 129 59 16 0 75 8 27 0 35 239 32 82 0 114 63 17 0 80 5 24 0 29 223 24 68 0 92 56 12 0 68 5 22 0 27 187 140 321 0 461 255 68 0 323 23 108 0 131 915 276 674 0 950 570 120 0 690 60 217 0 277 1917 29.1 70.9 0.0 82.6 17.4 0.0 21.7 78.3 0.0 14.4 35.2 0.0 49.6 29.7 6.3 0.0 36.0 3.1 11.3 0.0 14.4 787 734 396 1917 272 667 0 939 551 120 0 671 60 216 0 276 1886 98.6 99.0 0.0 98.8 96.7 100.0 0.0 97.2 100.0 99.5 0.0 99.6 98.4 767 727 392 1886 47011190019010131 1.4 1.0 0.0 1.2 3.3 0.0 0.0 2.8 0.0 0.5 0.0 0.4 1.6 20 7 4 31 Right Thru U-Turn Total Thru Left U-Turn Total Right Left U-Turn Total 32 86 0 118 76 14 0 90 13 26 0 39 247 30 91 0 121 65 15 0 80 6 31 0 37 238 38 94 0 132 90 9 0 99 12 25 0 37 268 44 82 0 126 77 23 0 100 5 35 0 40 266 144 353 0 497 308 61 0 369 36 117 0 153 1019 29.0 71.0 0.0 83.5 16.5 0.0 23.5 76.5 0.0 0.818 0.939 0.000 0.941 0.856 0.663 0.000 0.923 0.692 0.836 0.000 0.956 0.951 144 346 0 490 295 61 0 356 36 116 0 152 998 100.0 98.0 0.0 98.6 95.8 100.0 0.0 96.5 100.0 99.1 0.0 99.3 97.9 0707130013010121 0.0 2.0 0.0 1.4 4.2 0.0 0.0 3.5 0.0 0.9 0.0 0.7 2.1 144 346 0 490 295 61 0 356 36 116 0 152 998 0707130013010121 144 353 0 497 308 61 0 369 36 117 0 153 1019 411 382 205 998 14 7 0 21 425 389 205 1019 Total Entering Leg Cars Exiting Leg Heavy Exiting Leg Total Exiting Leg Cars % Heavy Vehicles Heavy Vehicles % Cars Enter Leg Heavy Enter Leg Total Volume % Approach Total PHF Cars Total 4:15 PM 4:30 PM 4:45 PM from North from South from West 5:00 PM Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:15 PM Phinneys Lane Phinneys Lane Great Marsh Road Exiting Leg Total Cars % Cars Exiting Leg Total Heavy Vehicles % Heavy Vehicles Grand Total Approach % Total % Exiting Leg Total Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total from North from South from West Class:Cars and Heavy Vehicles (Combined) Phinneys Lane Phinneys Lane Great Marsh Road End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 PDI File #:250728 B Location:N: Phinneys Lane S: Phinneys Lane Location: W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM Page 9 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U-Turn Total Thru Left U-Turn Total Right Left U-Turn Total 35 82 0 117 81 14 0 95 6 27 0 33 245 32 84 0 116 72 14 0 86 13 26 0 39 241 30 87 0 117 59 15 0 74 6 31 0 37 228 38 94 0 132 89 9 0 98 12 24 0 36 266 135 347 0 482 301 52 0 353 37 108 0 145 980 44 81 0 125 75 23 0 98 5 35 0 40 263 38 89 0 127 57 16 0 73 8 27 0 35 235 31 82 0 113 63 17 0 80 5 24 0 29 222 24 68 0 92 55 12 0 67 5 22 0 27 186 137 320 0 457 250 68 0 318 23 108 0 131 906 272 667 0 939 551 120 0 671 60 216 0 276 1886 29.0 71.0 0.0 82.1 17.9 0.0 21.7 78.3 0.0 14.4 35.4 0.0 49.8 29.2 6.4 0.0 35.6 3.2 11.5 0.0 14.6 767 727 392 1886 Right Thru U-Turn Total Thru Left U-Turn Total Right Left U-Turn Total 32 84 0 116 72 14 0 86 13 26 0 39 241 30 87 0 117 59 15 0 74 6 31 0 37 228 38 94 0 132 89 9 0 98 12 24 0 36 266 44 81 0 125 75 23 0 98 5 35 0 40 263 144 346 0 490 295 61 0 356 36 116 0 152 998 29.4 70.6 0.0 82.9 17.1 0.0 23.7 76.3 0.0 0.818 0.920 0.000 0.928 0.829 0.663 0.000 0.908 0.692 0.829 0.000 0.950 0.938 144 346 0 490 295 61 0 356 36 116 0 152 998 411 382 205 998 901 738 357 1996 Entering Leg Exiting Leg Total 4:30 PM 4:45 PM 5:00 PM Total Volume % Approach Total PHF from West Total 4:15 PM Phinneys Lane Great Marsh Road from North from South Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:15 PM Phinneys Lane Grand Total Approach % Total % Exiting Leg Total Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from South from West Total Class:Cars Phinneys Lane Phinneys Lane Great Marsh Road End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 PDI File #:250728 B Location:N: Phinneys Lane S: Phinneys Lane Location: W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM Page 10 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U-Turn Total Thru Left U-Turn Total Right Left U-Turn Total 1001300300004 0202400400006 04046006000010 0000100101012 1607140014010122 0101200200003 2002200200004 1001000000001 0000100100001 3104500500009 47011190019010131 36.4 63.6 0.0 100.0 0.0 0.0 0.0 100.0 0.0 12.9 22.6 0.0 35.5 61.3 0.0 0.0 61.3 0.0 3.2 0.0 3.2 20 7 4 31 1001400400005 25.0 0.0 0.0 9.1 21.1 0.0 0.0 21.1 0.0 0.0 0.0 0.0 16.1 4015 2608130013010122 50.0 85.7 0.0 72.7 68.4 0.0 0.0 68.4 0.0 100.0 0.0 100.0 71.0 14 6 2 22 1102200200004 25.0 14.3 0.0 18.2 10.5 0.0 0.0 10.5 0.0 0.0 0.0 0.0 12.9 2114 Right Thru U-Turn Total Thru Left U-Turn Total Right Left U-Turn Total 1001300300004 0202400400006 04046006000010 0000100101012 1607140014010122 14.3 85.7 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.250 0.375 0.000 0.438 0.583 0.000 0.000 0.583 0.000 0.250 0.000 0.250 0.550 0000300300003 0.0 0.0 0.0 0.0 21.4 0.0 0.0 21.4 0.0 0.0 0.0 0.0 13.6 16079009010117 100.0 100.0 0.0 100.0 64.3 0.0 0.0 64.3 0.0 100.0 0.0 100.0 77.3 0000200200002 0.0 0.0 0.0 0.0 14.3 0.0 0.0 14.3 0.0 0.0 0.0 0.0 9.1 0000300300003 16079009010117 0000200200002 1607140014010122 3003 10 6 1 17 2002 15 6 1 22 Articulated Trucks Total Exiting Leg Single-Unit Trucks Articulated Trucks Total Entering Leg Buses Single-Unit Trucks Single-Unit Trucks Single-Unit % Articulated Trucks Articulated % Buses Total Volume % Approach Total PHF Buses Buses % Total 4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from South from West Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Phinneys Lane Phinneys Lane Great Marsh Road Exiting Leg Total Articulated Trucks % Articulated Exiting Leg Total Buses % Buses Exiting Leg Total Single-Unit Trucks % Single-Unit Grand Total Approach % Total % Exiting Leg Total Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from South from West Total Class:Heavy Vehicles-Combined (Buses, Single-Unit Trucks, Articulated Trucks) Phinneys Lane Phinneys Lane Great Marsh Road End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 PDI File #:250728 B Location:N: Phinneys Lane S: Phinneys Lane Location: W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM Page 11 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U-Turn Total Thru Left U-Turn Total Right Left U-Turn Total 0000000000000 0000200200002 0000000000000 0000100100001 0000300300003 0000000000000 0000100100001 1001000000001 0000000000000 1001100100002 1001400400005 100.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 20.0 0.0 0.0 20.0 80.0 0.0 0.0 80.0 0.0 0.0 0.0 0.0 4015 Right Thru U-Turn Total Thru Left U-Turn Total Right Left U-Turn Total 0000000000000 0000200200002 0000000000000 0000100100001 0000300300003 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.375 0.000 0.000 0.375 0.000 0.000 0.000 0.000 0.375 0000300300003 3003 3306 Entering Leg Exiting Leg Total 4:15 PM 4:30 PM 4:45 PM Total Volume % Approach Total PHF from West Total 4:00 PM Phinneys Lane Great Marsh Road from North from South Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Phinneys Lane Grand Total Approach % Total % Exiting Leg Total Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from South from West Total Class:Buses Phinneys Lane Phinneys Lane Great Marsh Road End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 PDI File #:250728 B Location:N: Phinneys Lane S: Phinneys Lane Location: W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM Page 12 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U-Turn Total Thru Left U-Turn Total Right Left U-Turn Total 1001300300004 0202100100003 0404500500009 0000000001011 16079009010117 0000200200002 1001100100002 0000000000000 0000100100001 1001400400005 2608130013010122 25.0 75.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 9.1 27.3 0.0 36.4 59.1 0.0 0.0 59.1 0.0 4.5 0.0 4.5 14 6 2 22 Right Thru U-Turn Total Thru Left U-Turn Total Right Left U-Turn Total 1001300300004 0202100100003 0404500500009 0000000001011 16079009010117 14.3 85.7 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.250 0.375 0.000 0.438 0.450 0.000 0.000 0.450 0.000 0.250 0.000 0.250 0.472 16079009010117 10 6 1 17 17 15 2 34 Entering Leg Exiting Leg Total 4:15 PM 4:30 PM 4:45 PM Total Volume % Approach Total PHF from West Total 4:00 PM Phinneys Lane Great Marsh Road from North from South Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Phinneys Lane Grand Total Approach % Total % Exiting Leg Total Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from South from West Total Class:Single-Unit Trucks Phinneys Lane Phinneys Lane Great Marsh Road End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 PDI File #:250728 B Location:N: Phinneys Lane S: Phinneys Lane Location: W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM Page 13 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U-Turn Total Thru Left U-Turn Total Right Left U-Turn Total 0000000000000 0000100100001 0000100100001 0000000000000 0000200200002 0101000000001 1001000000001 0000000000000 0000000000000 1102000000002 1102200200004 50.0 50.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 25.0 25.0 0.0 50.0 50.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 2114 Right Thru U-Turn Total Thru Left U-Turn Total Right Left U-Turn Total 0000100100001 0000100100001 0000000000000 0101000000001 0101200200003 0.0 100.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.000 0.250 0.000 0.250 0.500 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.750 0101200200003 2103 3306 Entering Leg Exiting Leg Total 4:30 PM 4:45 PM 5:00 PM Total Volume % Approach Total PHF from West Total 4:15 PM Phinneys Lane Great Marsh Road from North from South Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:15 PM Phinneys Lane Grand Total Approach % Total % Exiting Leg Total Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from South from West Total Class:Articulated Trucks Phinneys Lane Phinneys Lane Great Marsh Road End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 PDI File #:250728 B Location:N: Phinneys Lane S: Phinneys Lane Location: W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM Page 14 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U-Turn CW-EB CW-WB Total Thru Left U-Turn CW-WB CW-EB Total Right Left U-Turn CW-NB CW-SB Total 0000000000000000000 1000011000010000002 0000000000000000000 0100010000000000001 1100021000010000003 0000000000000000000 0000000000000300033 0000000000000100011 0100010000000000001 0100010000000400045 1200031000010400048 33.3 66.7 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 12.5 25.0 0.0 0.0 0.0 37.5 12.5 0.0 0.0 0.0 0.0 12.5 0.0 50.0 0.0 0.0 0.0 50.0 5218 Right Thru U-Turn CW-EB CW-WB Total Thru Left U-Turn CW-WB CW-EB Total Right Left U-Turn CW-NB CW-SB Total 0100010000000000001 0000000000000000000 0000000000000300033 0000000000000100011 0100010000000400045 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.000 0.250 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.333 0.000 0.000 0.000 0.333 0.417 0100010000000400045 4105 51410 Entering Leg Exiting Leg Total 5:15 PM 5:30 PM Total Volume % Approach Total PHF from West Total 4:45 PM 5:00 PM Great Marsh Road from North from South 4:45 PM Phinneys Lane Phinneys Lane Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: Approach % Total % Exiting Leg Total Grand Total 5:15 PM 5:30 PM 5:45 PM Total 4:15 PM 4:30 PM 4:45 PM Total 5:00 PM 4:00 PM Total from North from South from West Class:Bicycles (on Roadway and Crosswalks) Phinneys Lane Phinneys Lane Great Marsh Road End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 PDI File #:250728 B Location:N: Phinneys Lane S: Phinneys Lane Location: W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM Page 15 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U-Turn CW-EB CW-WB Total Thru Left U-Turn CW-WB CW-EB Total Right Left U-Turn CW-NB CW-SB Total 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 00000 00000 00000 000000000000000000 0000 Right Thru U-Turn CW-EB CW-WB Total Thru Left U-Turn CW-WB CW-EB Total Right Left U-Turn CW-NB CW-SB Total 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0000000000000000000 0000 0000 Entering Leg Exiting Leg Total 4:30 PM 4:45 PM Total Volume % Approach Total PHF from West Total 4:00 PM 4:15 PM Great Marsh Road from North from South 4:00 PM Phinneys Lane Phinneys Lane Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: Approach % Total % Exiting Leg Total Grand Total 5:15 PM 5:30 PM 5:45 PM Total 4:15 PM 4:30 PM 4:45 PM Total 5:00 PM 4:00 PM Total from North from South from West Class:Pedestrians Phinneys Lane Phinneys Lane Great Marsh Road End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 PDI File #:250728 B Location:N: Phinneys Lane S: Phinneys Lane Location: W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM Page 16 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Left U-Turn Total Right Thru U-Turn Total Thru Left U-Turn Total 000001001023102434 000001101126202839 2103080836103748 13041901038003852 340713803912340127173 030312302434103562 100101701732003250 120302902940004072 010102202230003053 260819109213610137237 5 10 0 15 2 129 0 131 259 5 0 264 410 33.3 66.7 0.0 1.5 98.5 0.0 98.1 1.9 0.0 1.2 2.4 0.0 3.7 0.5 31.5 0.0 32.0 63.2 1.2 0.0 64.4 7 269 134 410 5 10 0 15 2 126 0 128 253 4 0 257 400 100.0 100.0 0.0 100.0 100.0 97.7 0.0 97.7 97.7 80.0 0.0 97.3 97.6 6 263 131 400 00000303610710 0.0 0.0 0.0 0.0 0.0 2.3 0.0 2.3 2.3 20.0 0.0 2.7 2.4 16310 Right Left U-Turn Total Right Thru U-Turn Total Thru Left U-Turn Total 030312302434103562 100101701732003250 120302902940004072 010102202230003053 260819109213610137237 25.0 75.0 0.0 1.1 98.9 0.0 99.3 0.7 0.0 0.500 0.500 0.000 0.667 0.250 0.784 0.000 0.793 0.850 0.250 0.000 0.856 0.823 260819109213210133233 100.0 100.0 0.0 100.0 100.0 100.0 0.0 100.0 97.1 100.0 0.0 97.1 98.3 0000000040044 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.9 0.0 0.0 2.9 1.7 260819109213210133233 0000000040044 260819109213610137237 2 138 93 233 0 4 04 2 142 93 237 Cars and Heavy Vehicles (Combined) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Class: 250728 C N: Juniper Road E: Great Marsh Road W: Great Marsh Road Barnstable, MA VHB/ R. Hart 85401.25 Tuesday, August 5, 2025 7:00 AM 9:00 AM Exiting Leg Total % Heavy Vehicles Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Exiting Leg Total Total % Total Total Cars Cars % Heavy Vehicles 7:00 AM 7:15 AM 7:30 AM Total 8:15 AM 8:30 AM Heavy Enter Leg Total Entering Leg Cars Exiting Leg Heavy Exiting Leg Total Exiting Leg Heavy Vehicles Exiting Leg Total % Cars Cars % Approach Total PHF Cars Enter Leg 8:30 AM 8:45 AM Heavy Vehicles % Total Volume 8:00 AM 8:15 AM Great Marsh Road from North 8:00 AM from East from West Juniper Road Great Marsh Road8:00 AM 8:45 AM Total Approach % Grand Total Great Marsh RoadJuniper Road Great Marsh Road 7:45 AM from North from East from West Page 1 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Left U-Turn Total Right Thru U-Turn Total Thru Left U-Turn Total 000001001021102232 0000090926102736 2103080836103748 1304180938003851 340713503612130124167 030312302433103461 100101701731003149 120302902940004072 010102202228002851 260819109213210133233 5 10 0 15 2 126 0 128 253 4 0 257 400 33.3 66.7 0.0 1.6 98.4 0.0 98.4 1.6 0.0 1.3 2.5 0.0 3.8 0.5 31.5 0.0 32.0 63.3 1.0 0.0 64.3 6 263 131 400 Right Left U-Turn Total Right Thru U-Turn Total Thru Left U-Turn Total 1304180938003851 030312302433103461 100101701731003149 120302902940004072 3 8 0 11 2 77 0 79 142 1 0 143 233 27.3 72.7 0.0 2.5 97.5 0.0 99.3 0.7 0.0 0.750 0.667 0.000 0.688 0.500 0.664 0.000 0.681 0.888 0.250 0.000 0.894 0.809 3 8 0 11 2 77 0 79 142 1 0 143 233 3 150 80 233 14 229 223 466 from North from East from West Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 8:15 AM 8:30 AM 8:45 AM Total 7:45 AM 8:00 AM 8:15 AM from East from West Great Marsh Road Great Marsh RoadJuniper Road 8:00 AM 250728 C N: Juniper Road E: Great Marsh Road W: Great Marsh Road Barnstable, MA VHB/ R. Hart 85401.25 Tuesday, August 5, 2025 7:00 AM 9:00 AM Great Marsh RoadJuniper Road Cars PDI File #: Location: Location: City, State: Great Marsh Road Client: Site Code: Count Date: Start Time: End Time: Class: 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Grand Total Approach % Total % Exiting Leg Total 7:45 AM from North % Approach Total Total Total 8:30 AM Entering Leg Exiting Leg Total PHF Total Volume Page 2 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Left U-Turn Total Right Thru U-Turn Total Thru Left U-Turn Total 0000000020022 0000020201013 0000000000000 0000010100001 0000030321036 0000000010011 0000000010011 0000000000000 0000000020022 0000000040044 00000303610710 0.0 0.0 0.0 0.0 100.0 0.0 85.7 14.3 0.0 0.0 0.0 0.0 0.0 0.0 30.0 0.0 30.0 60.0 10.0 0.0 70.0 16310 0000010100001 0.0 0.0 0.0 0.0 0.0 33.3 0.0 33.3 0.0 0.0 0.0 0.0 10.0 0011 0000020261079 0.0 0.0 0.0 0.0 0.0 66.7 0.0 66.7 100.0 100.0 0.0 100.0 90.0 1629 0000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0000 Right Left U-Turn Total Right Thru U-Turn Total Thru Left U-Turn Total 0000000020022 0000020201013 0000000000000 0000010100001 0000030321036 0.0 0.0 0.0 0.0 100.0 0.0 66.7 33.3 0.0 0.000 0.000 0.000 0.000 0.000 0.375 0.000 0.375 0.250 0.250 0.000 0.375 0.500 0000010100001 0.0 0.0 0.0 0.0 0.0 33.3 0.0 33.3 0.0 0.0 0.0 0.0 16.7 0000020221035 0.0 0.0 0.0 0.0 0.0 66.7 0.0 66.7 100.0 100.0 0.0 100.0 83.3 0000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0000010100001 0000020221035 0000000000000 0000030321036 0011 1 2 25 0000 1236 Total PDI File #:250728 C Location:N: Juniper Road Location:E: Great Marsh Road W: Great Marsh Road Juniper Road Great Marsh Road Class:Heavy Vehicles-Combined (Buses, Single-Unit Trucks, Articulated Trucks) Count Date:Tuesday, August 5, 2025 Start Time: Great Marsh Road from East from West from North 7:00 AM End Time:9:00 AM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 7:00 AM 7:15 AM 7:30 AM 8:45 AM Total Grand Total Approach % Total % % Single-Unit Exiting Leg Total Articulated Trucks % Articulated Exiting Leg Total Exiting Leg Total Buses % Buses Exiting Leg Total Single-Unit Trucks 7:00 AM Juniper Road Great Marsh Road Great Marsh Road Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Total 7:00 AM from North from East 7:15 AM 7:30 AM 7:45 AM Total Volume % Approach Total PHF from West Articulated % Buses Single-Unit Trucks Articulated Trucks Total Entering Leg Buses Buses % Single-Unit Trucks Single-Unit % Articulated Trucks Buses Single-Unit Trucks Articulated Trucks Total Exiting Leg Page 3 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Left U-Turn Total Right Thru U-Turn Total Thru Left U-Turn Total 0000000000000 0000000000000 0000000000000 0000010100001 0000010100001 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000010100001 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 100.0 0.0 0.0 0.0 0.0 0011 Right Left U-Turn Total Right Thru U-Turn Total Thru Left U-Turn Total 0000000000000 0000000000000 0000000000000 0000010100001 0000010100001 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0000010100001 0011 0112 from North from East from West PHF Entering Leg Exiting Leg Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Volume % Approach Total from West Total Great Marsh Road from North from East Exiting Leg Total 7:00 AM Juniper Road Great Marsh Road Grand Total Approach % Total % Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 7:00 AM 7:15 AM 7:30 AM Total Class:Buses Juniper Road Great Marsh Road Great Marsh Road End Time:9:00 AM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 PDI File #:250728 C Location:N: Juniper Road Location:E: Great Marsh Road W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:7:00 AM Page 4 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Left U-Turn Total Right Thru U-Turn Total Thru Left U-Turn Total 0000000020022 0000020201013 0000000000000 0000000000000 0000020221035 0000000010011 0000000010011 0000000000000 0000000020022 0000000040044 0000020261079 0.0 0.0 0.0 0.0 100.0 0.0 85.7 14.3 0.0 0.0 0.0 0.0 0.0 0.0 22.2 0.0 22.2 66.7 11.1 0.0 77.8 1629 Right Left U-Turn Total Right Thru U-Turn Total Thru Left U-Turn Total 0000000020022 0000020201013 0000000000000 0000000000000 0000020221035 0.0 0.0 0.0 0.0 100.0 0.0 66.7 33.3 0.0 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.250 0.250 0.000 0.375 0.417 0000020221035 1225 14510 from North from East from West PDI File #:250728 C Location:N: Juniper Road Location:E: Great Marsh Road W: Great Marsh Road Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Count Date:Tuesday, August 5, 2025 Start Time:7:00 AM End Time:9:00 AM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Class:Single-Unit Trucks Juniper Road Great Marsh Road Great Marsh Road Total 7:00 AM 7:15 AM 7:30 AM 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM Exiting Leg Total 7:00 AM Juniper Road Great Marsh Road Grand Total Approach % Total % from West Total Great Marsh Road from North from East PHF Entering Leg Exiting Leg Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Volume % Approach Total Page 5 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Left U-Turn Total Right Thru U-Turn Total Thru Left U-Turn Total 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0000 Right Left U-Turn Total Right Thru U-Turn Total Thru Left U-Turn Total 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0000000000000 0000 0000 from North from East from West PDI File #:250728 C Location:N: Juniper Road Location:E: Great Marsh Road W: Great Marsh Road Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Count Date:Tuesday, August 5, 2025 Start Time:7:00 AM End Time:9:00 AM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Class:Articulated Trucks Juniper Road Great Marsh Road Great Marsh Road Total 7:00 AM 7:15 AM 7:30 AM 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM Exiting Leg Total 7:00 AM Juniper Road Great Marsh Road Grand Total Approach % Total % from West Total Great Marsh Road from North from East PHF Entering Leg Exiting Leg Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Volume % Approach Total Page 6 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Left U-Turn CW-EB CW-WB Total Right Thru U-Turn CW-SB CW-NB Total Thru Left U-Turn CW-NB CW-SB Total 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000001000011 0000000000000000000 0000000000000000000 0000000000001000011 0000000000001000011 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0101 Right Left U-Turn CW-EB CW-WB Total Right Thru U-Turn CW-SB CW-NB Total Thru Left U-Turn CW-NB CW-SB Total 0000000000000000000 0000000000000000000 0000000000000000000 0000000000001000011 0000000000001000011 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.250 0000000000001000011 0101 0112 from North from East from West Class: 250728 C N: Juniper Road E: Great Marsh Road W: Great Marsh Road Barnstable, MA VHB/ R. Hart 85401.25 Tuesday, August 5, 2025 7:00 AM 9:00 AM Bicycles (on Roadway and Crosswalks) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Entering Leg Exiting Leg Total 8:00 AM 8:15 AM Total Volume % Approach Total PHF from West Total 7:30 AM 7:45 AM from North from East 7:30 AM Juniper Road Great Marsh Road Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 8:15 AM 8:30 AM 8:45 AM Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total 8:00 AM Juniper Road Great Marsh Road Total Great Marsh Road Great Marsh Road Page 7 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Left U-Turn CW-EB CW-WB Total Right Thru U-Turn CW-SB CW-NB Total Thru Left U-Turn CW-NB CW-SB Total 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000110000000000001 0000000000000000000 0000110000000000001 0000110000000000001 0000100 00000 00000 0000100100000000000000 1001 Right Left U-Turn CW-EB CW-WB Total Right Thru U-Turn CW-SB CW-NB Total Thru Left U-Turn CW-NB CW-SB Total 0000000000000000000 0000000000000000000 0000000000000000000 0000110000000000001 0000110000000000001 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.250 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0000110000000000001 1001 2002 from West Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 8:45 AM Total Count Date: Start Time: End Time: Class: 250728 C N: Juniper Road E: Great Marsh Road W: Great Marsh Road Barnstable, MA VHB/ R. Hart 85401.25 Tuesday, August 5, 2025 7:00 AM 9:00 AM Pedestrians PDI File #: Location: Location: City, State: Client: Site Code: Juniper Road Great Marsh Road Total Great Marsh Road from North from East 7:00 AM 7:15 AM 7:30 AM Grand Total Approach % Total % Exiting Leg Total Great Marsh Road from North from East 7:45 AM Juniper Road Great Marsh Road 8:15 AM 8:30 AM Total Volume % Approach Total PHF from West Total 7:45 AM 8:00 AM Entering Leg Exiting Leg Total Page 8 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Left U-Turn Total Right Thru U-Turn Total Thru Left U-Turn Total 010114804933203585 000014404542004287 300304404438003885 100104904937103888 41052185018715030153345 2002165066360036104 000015405533003388 000004604632003278 010123403625002562 21034199020312600126332 62086384039027630279677 75.0 25.0 0.0 1.5 98.5 0.0 98.9 1.1 0.0 0.9 0.3 0.0 1.2 0.9 56.7 0.0 57.6 40.8 0.4 0.0 41.2 9 278 390 677 62086381038727530278673 100.0 100.0 0.0 100.0 100.0 99.2 0.0 99.2 99.6 100.0 0.0 99.6 99.4 9 277 387 673 0000030310014 0.0 0.0 0.0 0.0 0.0 0.8 0.0 0.8 0.4 0.0 0.0 0.4 0.6 0134 Right Left U-Turn Total Right Thru U-Turn Total Thru Left U-Turn Total 300304404438003885 100104904937103888 2002165066360036104 000015405533003388 60062212021414410145365 100.0 0.0 0.0 0.9 99.1 0.0 99.3 0.7 0.0 0.500 0.000 0.000 0.500 0.500 0.815 0.000 0.811 0.947 0.250 0.000 0.954 0.877 60062211021314410145364 100.0 0.0 0.0 100.0 100.0 99.5 0.0 99.5 100.0 100.0 0.0 100.0 99.7 0000010100001 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.5 0.0 0.0 0.0 0.0 0.3 60062211021314410145364 0000010100001 60062212021414410145365 3 144 217 364 0 0 11 3 144 218 365 PDI File #:250728 C Location:N: Juniper Road Location:E: Great Marsh Road W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Class:Cars and Heavy Vehicles (Combined) Juniper Road Great Marsh Road Great Marsh Road from North from East from West Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Cars % Cars Exiting Leg Total Heavy Vehicles % Heavy Vehicles Grand Total Approach % Total % Exiting Leg Total Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:30 PM Juniper Road Great Marsh Road Great Marsh Road Total Volume % Approach Total PHF Cars Total 4:30 PM 4:45 PM 5:00 PM from North from East from West 5:15 PM Total Entering Leg Cars Exiting Leg Heavy Exiting Leg Total Exiting Leg Cars % Heavy Vehicles Heavy Vehicles % Cars Enter Leg Heavy Enter Leg Page 9 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Left U-Turn Total Right Thru U-Turn Total Thru Left U-Turn Total 010114704832203483 000014404542004287 300304404438003885 100104904937103888 41052184018614930152343 2002165066360036104 000015305433003387 000004504532003277 010123403625002562 21034197020112600126330 62086381038727530278673 75.0 25.0 0.0 1.6 98.4 0.0 98.9 1.1 0.0 0.9 0.3 0.0 1.2 0.9 56.6 0.0 57.5 40.9 0.4 0.0 41.3 9 277 387 673 Right Left U-Turn Total Right Thru U-Turn Total Thru Left U-Turn Total 000014404542004287 300304404438003885 100104904937103888 2002165066360036104 60062202020415310154364 100.0 0.0 0.0 1.0 99.0 0.0 99.4 0.6 0.0 0.500 0.000 0.000 0.500 0.500 0.777 0.000 0.773 0.911 0.250 0.000 0.917 0.875 60062202020415310154364 3 153 208 364 9 357 362 728 PDI File #:250728 C Location:N: Juniper Road Location:E: Great Marsh Road W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Total Class:Cars Juniper Road Great Marsh Road Great Marsh Road from North from East from West 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:15 PM Juniper Road Great Marsh Road from West Total 4:15 PM Great Marsh Road from North from East Entering Leg Exiting Leg Total 4:30 PM 4:45 PM 5:00 PM Total Volume % Approach Total PHF Page 10 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Left U-Turn Total Right Thru U-Turn Total Thru Left U-Turn Total 0000010110012 0000000000000 0000000000000 0000000000000 0000010110012 0000000000000 0000010100001 0000010100001 0000000000000 0000020200002 0000030310014 0.0 0.0 0.0 0.0 100.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 75.0 0.0 75.0 25.0 0.0 0.0 25.0 0134 0000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0000 0000030310014 0.0 0.0 0.0 0.0 0.0 100.0 0.0 100.0 100.0 0.0 0.0 100.0 100.0 0134 0000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0000 Right Left U-Turn Total Right Thru U-Turn Total Thru Left U-Turn Total 0000010110012 0000000000000 0000000000000 0000000000000 0000010110012 0.0 0.0 0.0 0.0 100.0 0.0 100.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.250 0.000 0.000 0.250 0.250 0000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0000010110012 0.0 0.0 0.0 0.0 0.0 100.0 0.0 100.0 100.0 0.0 0.0 100.0 100.0 0000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0000000000000 0000010110012 0000000000000 0000010110012 0000 0 1 12 0000 0112 PDI File #:250728 C Location:N: Juniper Road Location:E: Great Marsh Road W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Total Class:Heavy Vehicles-Combined (Buses, Single-Unit Trucks, Articulated Trucks) Juniper Road Great Marsh Road Great Marsh Road from North from East from West 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Grand Total Approach % Total % Exiting Leg Total Exiting Leg Total Articulated Trucks % Articulated Exiting Leg Total Buses % Buses Exiting Leg Total Single-Unit Trucks % Single-Unit Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Juniper Road Great Marsh Road Great Marsh Road Total Volume % Approach Total PHF Buses Buses % Total 4:00 PM 4:15 PM 4:30 PM 4:45 PM from North from East from West Articulated Trucks Total Exiting Leg Single-Unit Trucks Articulated Trucks Total Entering Leg Buses Single-Unit Trucks Single-Unit Trucks Single-Unit % Articulated Trucks Articulated % Buses Page 11 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Left U-Turn Total Right Thru U-Turn Total Thru Left U-Turn Total 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0000 Right Left U-Turn Total Right Thru U-Turn Total Thru Left U-Turn Total 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0000000000000 0000 0000 PDI File #:250728 C Location:N: Juniper Road Location:E: Great Marsh Road W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Total Class:Buses Juniper Road Great Marsh Road Great Marsh Road from North from East from West 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Juniper Road Great Marsh Road from West Total 4:00 PM Great Marsh Road from North from East Entering Leg Exiting Leg Total 4:15 PM 4:30 PM 4:45 PM Total Volume % Approach Total PHF Page 12 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Left U-Turn Total Right Thru U-Turn Total Thru Left U-Turn Total 0000010110012 0000000000000 0000000000000 0000000000000 0000010110012 0000000000000 0000010100001 0000010100001 0000000000000 0000020200002 0000030310014 0.0 0.0 0.0 0.0 100.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 75.0 0.0 75.0 25.0 0.0 0.0 25.0 0134 Right Left U-Turn Total Right Thru U-Turn Total Thru Left U-Turn Total 0000010110012 0000000000000 0000000000000 0000000000000 0000010110012 0.0 0.0 0.0 0.0 100.0 0.0 100.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.250 0.000 0.000 0.250 0.250 0000010110012 0112 0224 PDI File #:250728 C Location:N: Juniper Road Location:E: Great Marsh Road W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Total Class:Single-Unit Trucks Juniper Road Great Marsh Road Great Marsh Road from North from East from West 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Juniper Road Great Marsh Road from West Total 4:00 PM Great Marsh Road from North from East Entering Leg Exiting Leg Total 4:15 PM 4:30 PM 4:45 PM Total Volume % Approach Total PHF Page 13 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Left U-Turn Total Right Thru U-Turn Total Thru Left U-Turn Total 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0000 Right Left U-Turn Total Right Thru U-Turn Total Thru Left U-Turn Total 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0000000000000 0000 0000 PDI File #:250728 C Location:N: Juniper Road Location:E: Great Marsh Road W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Total Class:Articulated Trucks Juniper Road Great Marsh Road Great Marsh Road from North from East from West 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Juniper Road Great Marsh Road from West Total 4:00 PM Great Marsh Road from North from East Entering Leg Exiting Leg Total 4:15 PM 4:30 PM 4:45 PM Total Volume % Approach Total PHF Page 14 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Left U-Turn CW-EB CW-WB Total Right Thru U-Turn CW-SB CW-NB Total Thru Left U-Turn CW-NB CW-SB Total 0000000000000000000 0000000000000000000 0000002000020000002 2000020000000000002 2000022000020000004 0000000000000000000 0000000000003000033 0000000000001000011 0200022000020000004 0200022000024000048 22000440000440000412 50.0 50.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 16.7 16.7 0.0 0.0 0.0 33.3 33.3 0.0 0.0 0.0 0.0 33.3 33.3 0.0 0.0 0.0 0.0 33.3 46212 Right Left U-Turn CW-EB CW-WB Total Right Thru U-Turn CW-SB CW-NB Total Thru Left U-Turn CW-NB CW-SB Total 0000000000000000000 0000000000003000033 0000000000001000011 0200022000020000004 0200022000024000048 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.000 0.250 0.000 0.000 0.000 0.250 0.250 0.000 0.000 0.000 0.000 0.250 0.333 0.000 0.000 0.000 0.000 0.333 0.500 0200022000024000048 2608 48416 PDI File #:250728 C Location:N: Juniper Road Location:E: Great Marsh Road W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Class:Bicycles (on Roadway and Crosswalks) Juniper Road Great Marsh Road Great Marsh Road from North from East from West Total 4:00 PM 5:15 PM 5:30 PM 5:45 PM Total 4:15 PM 4:30 PM 4:45 PM Total 5:00 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: from West Total 5:00 PM 5:15 PM Great Marsh Road from North from East 5:00 PM Juniper Road Great Marsh Road Entering Leg Exiting Leg Total 5:30 PM 5:45 PM Total Volume % Approach Total PHF Page 15 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Left U-Turn CW-EB CW-WB Total Right Thru U-Turn CW-SB CW-NB Total Thru Left U-Turn CW-NB CW-SB Total 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 00000 00000 00000 000000000000000000 0000 Right Left U-Turn CW-EB CW-WB Total Right Thru U-Turn CW-SB CW-NB Total Thru Left U-Turn CW-NB CW-SB Total 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0000000000000000000 0000 0000 PDI File #:250728 C Location:N: Juniper Road Location:E: Great Marsh Road W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Class:Pedestrians Juniper Road Great Marsh Road Great Marsh Road from North from East from West Total 4:00 PM 5:15 PM 5:30 PM 5:45 PM Total 4:15 PM 4:30 PM 4:45 PM Total 5:00 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: from West Total 4:00 PM 4:15 PM Great Marsh Road from North from East 4:00 PM Juniper Road Great Marsh Road Entering Leg Exiting Leg Total 4:30 PM 4:45 PM Total Volume % Approach Total PHF Page 16 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 20002010001000000023002335 10102011001100000026102740 10102012001200000036003650 00000017001700000040004057 40206050005000000012510126182 20002023002310001033103460 10304216001800000030103153 10001128002900000040004070 10102021002100000029103053 50409388009110001013230135236 90601531380014110001025740261418 60.0 0.0 40.0 0.0 2.1 97.9 0.0 0.0 100.0 0.0 0.0 0.0 0.0 98.5 1.5 0.0 2.2 0.0 1.4 0.0 3.6 0.7 33.0 0.0 0.0 33.7 0.2 0.0 0.0 0.0 0.2 0.0 61.5 1.0 0.0 62.4 7 264 0 147 418 80601431340013710001025120253405 88.9 0.0 100.0 0.0 93.3 100.0 97.1 0.0 0.0 97.2 100.0 0.0 0.0 0.0 100.0 0.0 97.7 50.0 0.0 96.9 96.9 5 258 0 142 405 1000104004000000620813 11.1 0.0 0.0 0.0 6.7 0.0 2.9 0.0 0.0 2.8 0.0 0.0 0.0 0.0 0.0 0.0 2.3 50.0 0.0 3.1 3.1 260513 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 00000017001700000040004057 20002023002310001033103460 10304216001800000030103153 10001128002900000040004070 40307384008710001014320145240 57.1 0.0 42.9 0.0 3.4 96.6 0.0 0.0 100.0 0.0 0.0 0.0 0.0 98.6 1.4 0.0 0.500 0.000 0.250 0.000 0.438 0.375 0.750 0.000 0.000 0.750 0.250 0.000 0.000 0.000 0.250 0.000 0.894 0.500 0.000 0.906 0.857 30306383008610001014110142235 75.0 0.0 100.0 0.0 85.7 100.0 98.8 0.0 0.0 98.9 100.0 0.0 0.0 0.0 100.0 0.0 98.6 50.0 0.0 97.9 97.9 100010100100000021035 25.0 0.0 0.0 0.0 14.3 0.0 1.2 0.0 0.0 1.1 0.0 0.0 0.0 0.0 0.0 0.0 1.4 50.0 0.0 2.1 2.1 30306383008610001014110142235 100010100100000021035 40307384008710001014320145240 4 145 0 86 235 1 2 0 25 5 147 0 88 240 Cars and Heavy Vehicles (Combined) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Class: 250728 D N: Point of Pines Avenue S: Driveway E: Great Marsh Road W: Great Marsh Road Barnstable, MA VHB/ R. Hart 85401.25 Tuesday, August 5, 2025 7:00 AM 9:00 AM Exiting Leg Total % Heavy Vehicles Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Exiting Leg Total Total % Total Total Cars Cars % Heavy Vehicles 7:00 AM 7:15 AM 7:30 AM Total 8:15 AM 8:30 AM Heavy Enter Leg Total Entering Leg Cars Exiting Leg Heavy Exiting Leg Total Exiting Leg Heavy Vehicles Exiting Leg Total % Cars Cars Driveway % Approach Total PHF Cars Enter Leg 8:15 AM 8:30 AM Heavy Vehicles % Total Volume 7:45 AM 8:00 AM Great Marsh Road from North 8:00 AM from East from West from South Point of Pines Avenue Great Marsh Road7:45 AM 8:45 AM Total Approach % Grand Total Great Marsh RoadDrivewayPoint of Pines Avenue Great Marsh Road 7:45 AM from North from East from South from West Page 1 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 20002010001000000021002133 101020900900000026102738 10102011001100000036003649 00000016001600000040004056 40206046004600000012310124176 10001023002310001032003257 10304216001800000029103052 10001128002900000040004070 10102021002100000027002750 40408388009110001012810129229 80601431340013710001025120253405 57.1 0.0 42.9 0.0 2.2 97.8 0.0 0.0 100.0 0.0 0.0 0.0 0.0 99.2 0.8 0.0 2.0 0.0 1.5 0.0 3.5 0.7 33.1 0.0 0.0 33.8 0.2 0.0 0.0 0.0 0.2 0.0 62.0 0.5 0.0 62.5 5 258 0 142 405 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 00000016001600000040004056 10001023002310001032003257 10304216001800000029103052 10001128002900000040004070 30306383008610001014110142235 50.0 0.0 50.0 0.0 3.5 96.5 0.0 0.0 100.0 0.0 0.0 0.0 0.0 99.3 0.7 0.0 0.750 0.000 0.250 0.000 0.375 0.375 0.741 0.000 0.000 0.741 0.250 0.000 0.000 0.000 0.250 0.000 0.881 0.250 0.000 0.888 0.839 30306383008610001014110142235 4 145 0 86 235 10 231 1 228 470 from North from East from South from West Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 8:15 AM 8:30 AM 8:45 AM Total 7:45 AM 8:00 AM 8:15 AM from East from South from West Great Marsh Road Driveway Great Marsh RoadPoint of Pines Avenue 8:00 AM 250728 D N: Point of Pines Avenue S: Driveway E: Great Marsh Road W: Great Marsh Road Barnstable, MA VHB/ R. Hart 85401.25 Tuesday, August 5, 2025 7:00 AM 9:00 AM Great Marsh RoadDrivewayPoint of Pines Avenue Cars PDI File #: Location: Location: City, State: Great Marsh Road Client: Site Code: Count Date: Start Time: End Time: Class: 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Grand Total Approach % Total % Exiting Leg Total 7:45 AM from North % Approach Total Total Total 8:30 AM Entering Leg Exiting Leg Total PHF Total Volume Page 2 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000000000000020022 000000200200000000002 000000100100000000001 000000100100000000001 000000400400000020026 100010000000000011023 000000000000000010011 000000000000000000000 000000000000000021033 100010000000000042067 1000104004000000620813 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 75.0 25.0 0.0 7.7 0.0 0.0 0.0 7.7 0.0 30.8 0.0 0.0 30.8 0.0 0.0 0.0 0.0 0.0 0.0 46.2 15.4 0.0 61.5 260513 000000100100000000001 0.0 0.0 0.0 0.0 0.0 0.0 25.0 0.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.7 00011 1000102002000000620811 100.0 0.0 0.0 0.0 100.0 0.0 50.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 100.0 0.0 100.0 84.6 260311 000000100100000000001 0.0 0.0 0.0 0.0 0.0 0.0 25.0 0.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.7 00011 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000200200000000002 000000100100000000001 000000100100000000001 100010000000000011023 100010400400000011027 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 50.0 0.0 0.250 0.000 0.000 0.000 0.250 0.000 0.500 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.250 0.000 0.250 0.583 000000100100000000001 0.0 0.0 0.0 0.0 0.0 0.0 25.0 0.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.3 100010200200000011025 100.0 0.0 0.0 0.0 100.0 0.0 50.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 100.0 0.0 100.0 71.4 000000100100000000001 0.0 0.0 0.0 0.0 0.0 0.0 25.0 0.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.3 000000100100000000001 100010200200000011025 000000100100000000001 100010400400000011027 00011 1 1 0 35 00011 11057 Total PDI File #:250728 D Location:N: Point of Pines Avenue S: Driveway Location:E: Great Marsh Road W: Great Marsh Road Point of Pines Avenue Great Marsh Road Class:Heavy Vehicles-Combined (Buses, Single-Unit Trucks, Articulated Trucks) Count Date:Tuesday, August 5, 2025 Start Time: Great Marsh Road from East from South from West Driveway from North 7:00 AM End Time:9:00 AM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 7:00 AM 7:15 AM 7:30 AM 8:45 AM Total Grand Total Approach % Total % % Single-Unit Exiting Leg Total Articulated Trucks % Articulated Exiting Leg Total Exiting Leg Total Buses % Buses Exiting Leg Total Single-Unit Trucks 7:15 AM Point of Pines Avenue Great Marsh Road Driveway Great Marsh Road Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Total 7:15 AM from North from East from South 7:30 AM 7:45 AM 8:00 AM Total Volume % Approach Total PHF from West Articulated % Buses Single-Unit Trucks Articulated Trucks Total Entering Leg Buses Buses % Single-Unit Trucks Single-Unit % Articulated Trucks Buses Single-Unit Trucks Articulated Trucks Total Exiting Leg Page 3 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000000000000000000 000000000000000000000 000000000000000000000 000000100100000000001 000000100100000000001 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000100100000000001 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00011 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000000000000000000 000000000000000000000 000000000000000000000 000000100100000000001 000000100100000000001 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 000000100100000000001 00011 01012 from North from East from South from West PHF Entering Leg Exiting Leg Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Volume % Approach Total from South from West Total Driveway Great Marsh Road from North from East Exiting Leg Total 7:00 AM Point of Pines Avenue Great Marsh Road Grand Total Approach % Total % Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 7:00 AM 7:15 AM 7:30 AM Total Class:Buses Point of Pines Avenue Great Marsh Road Driveway Great Marsh Road End Time:9:00 AM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 PDI File #:250728 D Location:N: Point of Pines Avenue S: Driveway Location:E: Great Marsh Road W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:7:00 AM Page 4 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000000000000020022 000000100100000000001 000000100100000000001 000000000000000000000 000000200200000020024 100010000000000011023 000000000000000010011 000000000000000000000 000000000000000021033 100010000000000042067 1000102002000000620811 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 75.0 25.0 0.0 9.1 0.0 0.0 0.0 9.1 0.0 18.2 0.0 0.0 18.2 0.0 0.0 0.0 0.0 0.0 0.0 54.5 18.2 0.0 72.7 260311 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 100010000000000011023 000000000000000010011 000000000000000000000 000000000000000021033 100010000000000042067 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 66.7 33.3 0.0 0.250 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.500 0.500 0.000 0.500 0.583 100010000000000042067 24017 340714 from North from East from South from West PDI File #:250728 D Location:N: Point of Pines Avenue S: Driveway Location:E: Great Marsh Road W: Great Marsh Road Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Count Date:Tuesday, August 5, 2025 Start Time:7:00 AM End Time:9:00 AM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Class:Single-Unit Trucks Point of Pines Avenue Great Marsh Road Driveway Great Marsh Road Total 7:00 AM 7:15 AM 7:30 AM 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM Exiting Leg Total 8:00 AM Point of Pines Avenue Great Marsh Road Grand Total Approach % Total % from South from West Total Driveway Great Marsh Road from North from East PHF Entering Leg Exiting Leg Total 8:00 AM 8:15 AM 8:30 AM 8:45 AM Total Volume % Approach Total Page 5 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000000000000000000 000000100100000000001 000000000000000000000 000000000000000000000 000000100100000000001 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000100100000000001 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00011 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000000000000000000 000000100100000000001 000000000000000000000 000000000000000000000 000000100100000000001 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 000000100100000000001 00011 01012 from North from East from South from West PDI File #:250728 D Location:N: Point of Pines Avenue S: Driveway Location:E: Great Marsh Road W: Great Marsh Road Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Count Date:Tuesday, August 5, 2025 Start Time:7:00 AM End Time:9:00 AM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Class:Articulated Trucks Point of Pines Avenue Great Marsh Road Driveway Great Marsh Road Total 7:00 AM 7:15 AM 7:30 AM 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM Exiting Leg Total 7:00 AM Point of Pines Avenue Great Marsh Road Grand Total Approach % Total % from South from West Total Driveway Great Marsh Road from North from East PHF Entering Leg Exiting Leg Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Volume % Approach Total Page 6 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00000 Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0000000000000000000000000000 0 00000 00000 from North from East from South from West Class: 250728 D N: Point of Pines Avenue S: Driveway E: Great Marsh Road W: Great Marsh Road Barnstable, MA VHB/ R. Hart 85401.25 Tuesday, August 5, 2025 7:00 AM 9:00 AM Bicycles (on Roadway and Crosswalks) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Entering Leg Exiting Leg Total 7:30 AM 7:45 AM Total Volume % Approach Total PHF from West Total 7:00 AM 7:15 AM from North from East from South 7:00 AM Point of Pines Avenue Great Marsh Road Driveway Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 8:15 AM 8:30 AM 8:45 AM Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total 8:00 AM Point of Pines Avenue Great Marsh Road Driveway Total Great Marsh Road Great Marsh Road Page 7 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total 0000000000000000000000000011 1 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000011 1 0000000000000000000000000000 0 0000000000000000000000000000 0 0000011000000000000000000000 1 0000000000000000000000000000 0 0000011000000000000000000000 1 0000011000000000000000000011 2 00000100 000000 000000 00000100 00000505000000000000000000005050 10012 Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total 0000000000000000000000000011 1 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000011 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.250 0.250 0000000000000000000000000011 1 00011 00022 from South from West Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 8:45 AM Total Count Date: Start Time: End Time: Class: 250728 D N: Point of Pines Avenue S: Driveway E: Great Marsh Road W: Great Marsh Road Barnstable, MA VHB/ R. Hart 85401.25 Tuesday, August 5, 2025 7:00 AM 9:00 AM Pedestrians PDI File #: Location: Location: City, State: Client: Site Code: Point of Pines Avenue Great Marsh Road Driveway Total Great Marsh Road from North from East 7:00 AM 7:15 AM 7:30 AM Grand Total Approach % Total % Exiting Leg Total Great Marsh Road from North from East from South 7:00 AM Point of Pines Avenue Great Marsh Road Driveway 7:30 AM 7:45 AM Total Volume % Approach Total PHF from West Total 7:00 AM 7:15 AM Entering Leg Exiting Leg Total Page 8 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 10001248005000000035103687 30306142004300000039003988 00101342004500000037103884 00101050005000000036103788 4050961820018800000014730150347 001011670068000000351036105 00101152005300000032003286 00000443004700000132003380 00101132103400000025202762 0030371941020200000112430128333 408012133761039000000127160278680 33.3 0.0 66.7 0.0 3.3 96.4 0.3 0.0 0.0 0.0 0.0 0.0 0.4 97.5 2.2 0.0 0.6 0.0 1.2 0.0 1.8 1.9 55.3 0.1 0.0 57.4 0.0 0.0 0.0 0.0 0.0 0.1 39.9 0.9 0.0 40.9 19 279 2 380 680 408012133731038700000127160278677 100.0 0.0 100.0 0.0 100.0 100.0 99.2 100.0 0.0 99.2 0.0 0.0 0.0 0.0 0.0 100.0 100.0 100.0 0.0 100.0 99.6 19 279 2 377 677 000000300300000000003 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.0 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 00033 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 30306142004300000039003988 00101342004500000037103884 00101050005000000036103788 001011670068000000351036105 3060952010020600000014730150365 33.3 0.0 66.7 0.0 2.4 97.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 98.0 2.0 0.0 0.250 0.000 0.500 0.000 0.375 0.417 0.750 0.000 0.000 0.757 0.000 0.000 0.000 0.000 0.000 0.000 0.942 0.750 0.000 0.962 0.869 3060952010020600000014730150365 100.0 0.0 100.0 0.0 100.0 100.0 100.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 100.0 0.0 100.0 100.0 000000000000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3060952010020600000014730150365 000000000000000000000 3060952010020600000014730150365 8 153 0 204 365 0 0 0 00 8 153 0 204 365 PDI File #:250728 D Location:N: Point of Pines Avenue S: Driveway Location:E: Great Marsh Road W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Class:Cars and Heavy Vehicles (Combined) Point of Pines Avenue Great Marsh Road Driveway Great Marsh Road from North from East from South from West Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Cars % Cars Exiting Leg Total Heavy Vehicles % Heavy Vehicles Grand Total Approach % Total % Exiting Leg Total Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:15 PM Point of Pines Avenue Great Marsh Road Driveway Great Marsh Road Total Volume % Approach Total PHF Cars Total 4:15 PM 4:30 PM 4:45 PM from North from East from South from West 5:00 PM Total Entering Leg Cars Exiting Leg Heavy Exiting Leg Total Exiting Leg Cars % Heavy Vehicles Heavy Vehicles % Cars Enter Leg Heavy Enter Leg Page 9 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 10001247004900000035103686 30306142004300000039003988 00101342004500000037103884 00101050005000000036103788 4050961810018700000014730150346 001011670068000000351036105 00101151005200000032003285 00000442004600000132003379 00101132103400000025202762 0030371921020000000112430128331 408012133731038700000127160278677 33.3 0.0 66.7 0.0 3.4 96.4 0.3 0.0 0.0 0.0 0.0 0.0 0.4 97.5 2.2 0.0 0.6 0.0 1.2 0.0 1.8 1.9 55.1 0.1 0.0 57.2 0.0 0.0 0.0 0.0 0.0 0.1 40.0 0.9 0.0 41.1 19 279 2 377 677 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 30306142004300000039003988 00101342004500000037103884 00101050005000000036103788 001011670068000000351036105 3060952010020600000014730150365 33.3 0.0 66.7 0.0 2.4 97.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 98.0 2.0 0.0 0.250 0.000 0.500 0.000 0.375 0.417 0.750 0.000 0.000 0.757 0.000 0.000 0.000 0.000 0.000 0.000 0.942 0.750 0.000 0.962 0.869 3060952010020600000014730150365 8 153 0 204 365 17 359 0 354 730 PDI File #:250728 D Location:N: Point of Pines Avenue S: Driveway Location:E: Great Marsh Road W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Total Class:Cars Point of Pines Avenue Great Marsh Road Driveway Great Marsh Road from North from East from South from West 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:15 PM Point of Pines Avenue Great Marsh Road from West Total 4:15 PM Driveway Great Marsh Road from North from East from South Entering Leg Exiting Leg Total 4:30 PM 4:45 PM 5:00 PM Total Volume % Approach Total PHF Page 10 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000100100000000001 000000000000000000000 000000000000000000000 000000000000000000000 000000100100000000001 000000000000000000000 000000100100000000001 000000100100000000001 000000000000000000000 000000200200000000002 000000300300000000003 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00033 000000100100000000001 0.0 0.0 0.0 0.0 0.0 0.0 33.3 0.0 0.0 33.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 33.3 00011 000000200200000000002 0.0 0.0 0.0 0.0 0.0 0.0 66.7 0.0 0.0 66.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 66.7 00022 000000000000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00000 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000000000000000000 000000000000000000000 000000100100000000001 000000100100000000001 000000200200000000002 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.500 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.500 000000100100000000001 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 000000100100000000001 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 000000000000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 000000100100000000001 000000100100000000001 000000000000000000000 000000200200000000002 00011 0 0 0 11 00000 00022 PDI File #:250728 D Location:N: Point of Pines Avenue S: Driveway Location:E: Great Marsh Road W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Total Class:Heavy Vehicles-Combined (Buses, Single-Unit Trucks, Articulated Trucks) Point of Pines Avenue Great Marsh Road Driveway Great Marsh Road from North from East from South from West 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Grand Total Approach % Total % Exiting Leg Total Exiting Leg Total Articulated Trucks % Articulated Exiting Leg Total Buses % Buses Exiting Leg Total Single-Unit Trucks % Single-Unit Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:45 PM Point of Pines Avenue Great Marsh Road Driveway Great Marsh Road Total Volume % Approach Total PHF Buses Buses % Total 4:45 PM 5:00 PM 5:15 PM 5:30 PM from North from East from South from West Articulated Trucks Total Exiting Leg Single-Unit Trucks Articulated Trucks Total Entering Leg Buses Single-Unit Trucks Single-Unit Trucks Single-Unit % Articulated Trucks Articulated % Buses Page 11 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000100100000000001 000000000000000000000 000000100100000000001 000000100100000000001 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00011 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000000000000000000 000000000000000000000 000000000000000000000 000000100100000000001 000000100100000000001 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 000000100100000000001 00011 01012 PDI File #:250728 D Location:N: Point of Pines Avenue S: Driveway Location:E: Great Marsh Road W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Total Class:Buses Point of Pines Avenue Great Marsh Road Driveway Great Marsh Road from North from East from South from West 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:45 PM Point of Pines Avenue Great Marsh Road from West Total 4:45 PM Driveway Great Marsh Road from North from East from South Entering Leg Exiting Leg Total 5:00 PM 5:15 PM 5:30 PM Total Volume % Approach Total PHF Page 12 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000100100000000001 000000000000000000000 000000000000000000000 000000000000000000000 000000100100000000001 000000000000000000000 000000100100000000001 000000000000000000000 000000000000000000000 000000100100000000001 000000200200000000002 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00022 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000100100000000001 000000000000000000000 000000000000000000000 000000000000000000000 000000100100000000001 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 000000100100000000001 00011 01012 PDI File #:250728 D Location:N: Point of Pines Avenue S: Driveway Location:E: Great Marsh Road W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Total Class:Single-Unit Trucks Point of Pines Avenue Great Marsh Road Driveway Great Marsh Road from North from East from South from West 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Point of Pines Avenue Great Marsh Road from West Total 4:00 PM Driveway Great Marsh Road from North from East from South Entering Leg Exiting Leg Total 4:15 PM 4:30 PM 4:45 PM Total Volume % Approach Total PHF Page 13 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00000 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 000000000000000000000 00000 00000 PDI File #:250728 D Location:N: Point of Pines Avenue S: Driveway Location:E: Great Marsh Road W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Total Class:Articulated Trucks Point of Pines Avenue Great Marsh Road Driveway Great Marsh Road from North from East from South from West 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Point of Pines Avenue Great Marsh Road from West Total 4:00 PM Driveway Great Marsh Road from North from East from South Entering Leg Exiting Leg Total 4:15 PM 4:30 PM 4:45 PM Total Volume % Approach Total PHF Page 14 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total 0000000000000000000000000000 0 0000000010000100000000000000 1 0000000000000000000000000000 0 0000000020000200000000000000 2 0000000030000300000000000000 3 0000000000000000000000000000 0 0000000000000000000000300003 3 0000000000000000000000100001 1 0000000000000000000000000000 0 0000000000000000000000400004 4 0000000030000300000000400004 7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 42.9 0.0 0.0 0.0 0.0 42.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 57.1 0.0 0.0 0.0 0.0 57.1 04037 Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total 0000000020000200000000000000 2 0000000000000000000000000000 0 0000000000000000000000300003 3 0000000000000000000000100001 1 0000000020000200000000400004 6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.333 0.000 0.000 0.000 0.000 0.333 0.500 0000000020000200000000400004 6 04026 060612 PDI File #:250728 D Location:N: Point of Pines Avenue S: Driveway Location:E: Great Marsh Road W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Class:Bicycles (on Roadway and Crosswalks) Point of Pines Avenue Great Marsh Road Driveway Great Marsh Road from North from East from South from West Total 4:00 PM 5:15 PM 5:30 PM 5:45 PM Total 4:15 PM 4:30 PM 4:45 PM Total 5:00 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: from West Total 4:45 PM 5:00 PM Great Marsh Road from North from East from South 4:45 PM Point of Pines Avenue Great Marsh Road Driveway Entering Leg Exiting Leg Total 5:15 PM 5:30 PM Total Volume % Approach Total PHF Page 15 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000011 1 0000000000000000000000000000 0 0000000000000000000000000011 1 0000000000000000000000000011 1 000000 000000 000000 00000100 00000000000000000000000000100100 00011 Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000011 1 0000000000000000000000000011 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.250 0.250 0000000000000000000000000011 1 00011 00022 PDI File #:250728 D Location:N: Point of Pines Avenue S: Driveway Location:E: Great Marsh Road W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Class:Pedestrians Point of Pines Avenue Great Marsh Road Driveway Great Marsh Road from North from East from South from West Total 4:00 PM 5:15 PM 5:30 PM 5:45 PM Total 4:15 PM 4:30 PM 4:45 PM Total 5:00 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: from West Total 4:45 PM 5:00 PM Great Marsh Road from North from East from South 4:45 PM Point of Pines Avenue Great Marsh Road Driveway Entering Leg Exiting Leg Total 5:15 PM 5:30 PM Total Volume % Approach Total PHF Page 16 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 193013331070140014014101549 0174021711001806006020202267 093012491014091010024302763 08701541800222120014128103081 1 43 17 0 61 18 41 2 0 61 2 41 1 0 44 1 86 7 0 94 260 1 8 12 0 21 7 15 1 0 23 2 15 0 0 17 1 21 4 0 26 87 1 15 6 0 22 3 13 4 0 20 0 17 0 0 17 0 22 1 0 23 82 2 14 8 0 24 8 16 5 0 29 2 11 0 0 13 0 21 2 0 23 89 1 20 4 0 25 1 18 1 0 20 2 11 1 0 14 1 16 1 0 18 77 5 57 30 0 92 19 62 11 0 92 6 54 1 0 61 2 80 8 0 90 335 6 100 47 0 153 37 103 13 0 153 8 95 2 0 105 3 166 15 0 184 595 3.9 65.4 30.7 0.0 24.2 67.3 8.5 0.0 7.6 90.5 1.9 0.0 1.6 90.2 8.2 0.0 1.0 16.8 7.9 0.0 25.7 6.2 17.3 2.2 0.0 25.7 1.3 16.0 0.3 0.0 17.6 0.5 27.9 2.5 0.0 30.9 147 221 116 111 595 6 97 45 0 148 37 100 11 0 148 8 87 2 0 97 3 162 14 0 179 572 100.0 97.0 95.7 0.0 96.7 100.0 97.1 84.6 0.0 96.7 100.0 91.6 100.0 0.0 92.4 100.0 97.6 93.3 0.0 97.3 96.1 138 215 111 108 572 0320503205080080410523 0.0 3.0 4.3 0.0 3.3 0.0 2.9 15.4 0.0 3.3 0.0 8.4 0.0 0.0 7.6 0.0 2.4 6.7 0.0 2.7 3.9 965323 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 08701541800222120014128103081 1 8 12 0 21 7 15 1 0 23 2 15 0 0 17 1 21 4 0 26 87 1 15 6 0 22 3 13 4 0 20 0 17 0 0 17 0 22 1 0 23 82 2 14 8 0 24 8 16 5 0 29 2 11 0 0 13 0 21 2 0 23 89 4 45 33 0 82 22 62 10 0 94 6 55 0 0 61 2 92 8 0 102 339 4.9 54.9 40.2 0.0 23.4 66.0 10.6 0.0 9.8 90.2 0.0 0.0 2.0 90.2 7.8 0.0 0.500 0.750 0.688 0.000 0.854 0.688 0.861 0.500 0.000 0.810 0.750 0.809 0.000 0.000 0.897 0.500 0.821 0.500 0.000 0.850 0.952 4 43 31 0 78 22 60 9 0 91 6 52 0 0 58 2 90 8 0 100 327 100.0 95.6 93.9 0.0 95.1 100.0 96.8 90.0 0.0 96.8 100.0 94.5 0.0 0.0 95.1 100.0 97.8 100.0 0.0 98.0 96.5 0220402103030030200212 0.0 4.4 6.1 0.0 4.9 0.0 3.2 10.0 0.0 3.2 0.0 5.5 0.0 0.0 4.9 0.0 2.2 0.0 0.0 2.0 3.5 4 43 31 0 78 22 60 9 0 91 6 52 0 0 58 2 90 8 0 100 327 0220402103030030200212 4 45 33 0 82 22 62 10 0 94 6 55 0 0 61 2 92 8 0 102 339 82 127 54 64 327 3 4 3 212 85 131 57 66 339 Cars and Heavy Vehicles (Combined) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Class: 250728 E N: Shootflying Hill Raod S: Shootflying Hill Road E: Great Marsh Road W: Great Marsh Road Barnstable, MA VHB/ R. Hart 85401.25 Tuesday, August 5, 2025 7:00 AM 9:00 AM Exiting Leg Total % Heavy Vehicles Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Exiting Leg Total Total % Total Total Cars Cars % Heavy Vehicles 7:00 AM 7:15 AM 7:30 AM Total 8:15 AM 8:30 AM Heavy Enter Leg Total Entering Leg Cars Exiting Leg Heavy Exiting Leg Total Exiting Leg Heavy Vehicles Exiting Leg Total % Cars Cars Shootflying Hill Road % Approach Total PHF Cars Enter Leg 8:15 AM 8:30 AM Heavy Vehicles % Total Volume 7:45 AM 8:00 AM Great Marsh Road from North 8:00 AM from East from West from South Shootflying Hill Raod Great Marsh Road7:45 AM 8:45 AM Total Approach % Grand Total Great Marsh RoadShootflying Hill RoadShootflying Hill Raod Great Marsh Road 7:45 AM from North from East from South from West Page 1 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 193013330060120012013101445 0164020711001804004019202163 09301248101308109024202660 07701441600202120014127102977 1 41 17 0 59 18 38 1 0 57 2 36 1 0 39 1 83 6 0 90 245 1 7 11 0 19 7 15 1 0 23 2 14 0 0 16 1 21 4 0 26 84 1 15 6 0 22 3 13 3 0 19 0 15 0 0 15 0 21 1 0 22 78 2 14 7 0 23 8 16 5 0 29 2 11 0 0 13 0 21 2 0 23 88 1 20 4 0 25 1 18 1 0 20 2 11 1 0 14 1 16 1 0 18 77 5 56 28 0 89 19 62 10 0 91 6 51 1 0 58 2 79 8 0 89 327 6 97 45 0 148 37 100 11 0 148 8 87 2 0 97 3 162 14 0 179 572 4.1 65.5 30.4 0.0 25.0 67.6 7.4 0.0 8.2 89.7 2.1 0.0 1.7 90.5 7.8 0.0 1.0 17.0 7.9 0.0 25.9 6.5 17.5 1.9 0.0 25.9 1.4 15.2 0.3 0.0 17.0 0.5 28.3 2.4 0.0 31.3 138 215 111 108 572 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 07701441600202120014127102977 1 7 11 0 19 7 15 1 0 23 2 14 0 0 16 1 21 4 0 26 84 1 15 6 0 22 3 13 3 0 19 0 15 0 0 15 0 21 1 0 22 78 2 14 7 0 23 8 16 5 0 29 2 11 0 0 13 0 21 2 0 23 88 4 43 31 0 78 22 60 9 0 91 6 52 0 0 58 2 90 8 0 100 327 5.1 55.1 39.7 0.0 24.2 65.9 9.9 0.0 10.3 89.7 0.0 0.0 2.0 90.0 8.0 0.0 0.500 0.717 0.705 0.000 0.848 0.688 0.938 0.450 0.000 0.784 0.750 0.867 0.000 0.000 0.906 0.500 0.833 0.500 0.000 0.862 0.929 4 43 31 0 78 22 60 9 0 91 6 52 0 0 58 2 90 8 0 100 327 82 127 54 64 327 160 218 112 164 654 from North from East from South from West Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 8:15 AM 8:30 AM 8:45 AM Total 7:45 AM 8:00 AM 8:15 AM from East from South from West Great Marsh Road Shootflying Hill Road Great Marsh RoadShootflying Hill Raod 8:00 AM 250728 E N: Shootflying Hill Raod S: Shootflying Hill Road E: Great Marsh Road W: Great Marsh Road Barnstable, MA VHB/ R. Hart 85401.25 Tuesday, August 5, 2025 7:00 AM 9:00 AM Great Marsh RoadShootflying Hill RoadShootflying Hill Raod Cars PDI File #: Location: Location: City, State: Great Marsh Road Client: Site Code: Count Date: Start Time: End Time: Class: 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Grand Total Approach % Total % Exiting Leg Total 7:45 AM from North % Approach Total Total Total 8:30 AM Entering Leg Exiting Leg Total PHF Total Volume Page 2 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000010102002010014 010010000002002010014 000000100101001001013 010010200200000010014 0200203104050050310415 011020000001001000003 000000010102002010014 001010000000000000001 000000000000000000000 012030010103003010018 0320503205080080410523 0.0 60.0 40.0 0.0 0.0 60.0 40.0 0.0 0.0 100.0 0.0 0.0 0.0 80.0 20.0 0.0 0.0 13.0 8.7 0.0 21.7 0.0 13.0 8.7 0.0 21.7 0.0 34.8 0.0 0.0 34.8 0.0 17.4 4.3 0.0 21.7 965323 000000100101001000002 0.0 0.0 0.0 0.0 0.0 0.0 33.3 0.0 0.0 20.0 0.0 12.5 0.0 0.0 12.5 0.0 0.0 0.0 0.0 0.0 8.7 10012 0220402204060060410519 0.0 66.7 100.0 0.0 80.0 0.0 66.7 100.0 0.0 80.0 0.0 75.0 0.0 0.0 75.0 0.0 100.0 100.0 0.0 100.0 82.6 764219 010010000001001000002 0.0 33.3 0.0 0.0 20.0 0.0 0.0 0.0 0.0 0.0 0.0 12.5 0.0 0.0 12.5 0.0 0.0 0.0 0.0 0.0 8.7 10102 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000010102002010014 010010000002002010014 000000100101001001013 010010200200000010014 0200203104050050310415 0.0 100.0 0.0 0.0 0.0 75.0 25.0 0.0 0.0 100.0 0.0 0.0 0.0 75.0 25.0 0.0 0.000 0.500 0.000 0.000 0.500 0.000 0.375 0.250 0.000 0.500 0.000 0.625 0.000 0.000 0.625 0.000 0.750 0.250 0.000 1.000 0.938 000000100101001000002 0.0 0.0 0.0 0.0 0.0 0.0 33.3 0.0 0.0 25.0 0.0 20.0 0.0 0.0 20.0 0.0 0.0 0.0 0.0 0.0 13.3 0100102103040040310412 0.0 50.0 0.0 0.0 50.0 0.0 66.7 100.0 0.0 75.0 0.0 80.0 0.0 0.0 80.0 0.0 100.0 100.0 0.0 100.0 80.0 010010000000000000001 0.0 50.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.7 000000100101001000002 0100102103040040310412 010010000000000000001 0200203104050050310415 10012 5 3 2 212 00101 633315 Total PDI File #:250728 E Location:N: Shootflying Hill Raod S: Shootflying Hill Road Location:E: Great Marsh Road W: Great Marsh Road Shootflying Hill Raod Great Marsh Road Class:Heavy Vehicles-Combined (Buses, Single-Unit Trucks, Articulated Trucks) Count Date:Tuesday, August 5, 2025 Start Time: Great Marsh Road from East from South from West Shootflying Hill Road from North 7:00 AM End Time:9:00 AM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 7:00 AM 7:15 AM 7:30 AM 8:45 AM Total Grand Total Approach % Total % % Single-Unit Exiting Leg Total Articulated Trucks % Articulated Exiting Leg Total Exiting Leg Total Buses % Buses Exiting Leg Total Single-Unit Trucks 7:00 AM Shootflying Hill Raod Great Marsh Road Shootflying Hill Road Great Marsh Road Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Total 7:00 AM from North from East from South 7:15 AM 7:30 AM 7:45 AM Total Volume % Approach Total PHF from West Articulated % Buses Single-Unit Trucks Articulated Trucks Total Entering Leg Buses Buses % Single-Unit Trucks Single-Unit % Articulated Trucks Buses Single-Unit Trucks Articulated Trucks Total Exiting Leg Page 3 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000000001001000001 000000000000000000000 000000000000000000000 000000100100000000001 000000100101001000002 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000100101001000002 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.0 0.0 50.0 0.0 50.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 10012 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000000001001000001 000000000000000000000 000000000000000000000 000000100100000000001 000000100101001000002 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.500 000000100101001000002 10012 11114 from North from East from South from West PHF Entering Leg Exiting Leg Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Volume % Approach Total from South from West Total Shootflying Hill Road Great Marsh Road from North from East Exiting Leg Total 7:00 AM Shootflying Hill Raod Great Marsh Road Grand Total Approach % Total % Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 7:00 AM 7:15 AM 7:30 AM Total Class:Buses Shootflying Hill Raod Great Marsh Road Shootflying Hill Road Great Marsh Road End Time:9:00 AM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 PDI File #:250728 E Location:N: Shootflying Hill Raod S: Shootflying Hill Road Location:E: Great Marsh Road W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:7:00 AM Page 4 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000010101001010013 000000000002002010013 000000100101001001013 010010100100000010013 0100102103040040310412 011020000001001000003 000000010101001010013 001010000000000000001 000000000000000000000 012030010102002010017 0220402204060060410519 0.0 50.0 50.0 0.0 0.0 50.0 50.0 0.0 0.0 100.0 0.0 0.0 0.0 80.0 20.0 0.0 0.0 10.5 10.5 0.0 21.1 0.0 10.5 10.5 0.0 21.1 0.0 31.6 0.0 0.0 31.6 0.0 21.1 5.3 0.0 26.3 764219 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000010101001010013 000000000002002010013 000000100101001001013 010010100100000010013 0100102103040040310412 0.0 100.0 0.0 0.0 0.0 66.7 33.3 0.0 0.0 100.0 0.0 0.0 0.0 75.0 25.0 0.0 0.000 0.250 0.000 0.000 0.250 0.000 0.500 0.250 0.000 0.750 0.000 0.500 0.000 0.000 0.500 0.000 0.750 0.250 0.000 1.000 1.000 0100102103040040310412 532212 666624 from North from East from South from West PDI File #:250728 E Location:N: Shootflying Hill Raod S: Shootflying Hill Road Location:E: Great Marsh Road W: Great Marsh Road Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Count Date:Tuesday, August 5, 2025 Start Time:7:00 AM End Time:9:00 AM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Class:Single-Unit Trucks Shootflying Hill Raod Great Marsh Road Shootflying Hill Road Great Marsh Road Total 7:00 AM 7:15 AM 7:30 AM 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM Exiting Leg Total 7:00 AM Shootflying Hill Raod Great Marsh Road Grand Total Approach % Total % from South from West Total Shootflying Hill Road Great Marsh Road from North from East PHF Entering Leg Exiting Leg Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Volume % Approach Total Page 5 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000000000000000000 010010000000000000001 000000000000000000000 000000000000000000000 010010000000000000001 000000000000000000000 000000000001001000001 000000000000000000000 000000000000000000000 000000000001001000001 010010000001001000002 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 10102 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000000000000000000 010010000000000000001 000000000000000000000 000000000000000000000 010010000000000000001 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.250 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 010010000000000000001 00101 10102 from North from East from South from West PDI File #:250728 E Location:N: Shootflying Hill Raod S: Shootflying Hill Road Location:E: Great Marsh Road W: Great Marsh Road Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Count Date:Tuesday, August 5, 2025 Start Time:7:00 AM End Time:9:00 AM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Class:Articulated Trucks Shootflying Hill Raod Great Marsh Road Shootflying Hill Road Great Marsh Road Total 7:00 AM 7:15 AM 7:30 AM 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM Exiting Leg Total 7:00 AM Shootflying Hill Raod Great Marsh Road Grand Total Approach % Total % from South from West Total Shootflying Hill Road Great Marsh Road from North from East PHF Entering Leg Exiting Leg Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Volume % Approach Total Page 6 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000001000100000000000000 1 0000000000000001000010100001 2 0100001000000000000000000000 1 0000000000000000000000000000 0 0100001001000101000010100001 4 0100001001000101000010100001 4 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 25.0 0.0 0.0 0.0 0.0 25.0 0.0 0.0 25.0 0.0 0.0 0.0 25.0 0.0 25.0 0.0 0.0 0.0 0.0 25.0 0.0 25.0 0.0 0.0 0.0 0.0 25.0 11204 Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total 0000000000000000000000000000 0 0000000001000100000000000000 1 0000000000000001000010100001 2 0100001000000000000000000000 1 0100001001000101000010100001 4 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.250 0.000 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.500 0100001001000101000010100001 4 11204 22318 from North from East from South from West Class: 250728 E N: Shootflying Hill Raod S: Shootflying Hill Road E: Great Marsh Road W: Great Marsh Road Barnstable, MA VHB/ R. Hart 85401.25 Tuesday, August 5, 2025 7:00 AM 9:00 AM Bicycles (on Roadway and Crosswalks) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Entering Leg Exiting Leg Total 8:15 AM 8:30 AM Total Volume % Approach Total PHF from West Total 7:45 AM 8:00 AM from North from East from South 7:45 AM Shootflying Hill Raod Great Marsh Road Shootflying Hill Road Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 8:15 AM 8:30 AM 8:45 AM Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total 8:00 AM Shootflying Hill Raod Great Marsh Road Shootflying Hill Road Total Great Marsh Road Great Marsh Road Page 7 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total 0000000000000000001010000000 1 0000000000000000000000000000 0 0000000000010100000000000101 2 0000000000000000000000000000 0 0000000000010100001010000101 3 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000010100001010000101 3 000000 00001000 00001000 00001000 0000000000033.3 0 33.3 000033.3 0 33.3 000033.3 0 33.3 01113 Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total 0000000000000000001010000000 1 0000000000000000000000000000 0 0000000000010100000000000101 2 0000000000000000000000000000 0 0000000000010100001010000101 3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.375 0000000000010100001010000101 3 01113 02226 from South from West Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 8:45 AM Total Count Date: Start Time: End Time: Class: 250728 E N: Shootflying Hill Raod S: Shootflying Hill Road E: Great Marsh Road W: Great Marsh Road Barnstable, MA VHB/ R. Hart 85401.25 Tuesday, August 5, 2025 7:00 AM 9:00 AM Pedestrians PDI File #: Location: Location: City, State: Client: Site Code: Shootflying Hill Raod Great Marsh Road Shootflying Hill Road Total Great Marsh Road from North from East 7:00 AM 7:15 AM 7:30 AM Grand Total Approach % Total % Exiting Leg Total Great Marsh Road from North from East from South 7:00 AM Shootflying Hill Raod Great Marsh Road Shootflying Hill Road 7:30 AM 7:45 AM Total Volume % Approach Total PHF from West Total 7:00 AM 7:15 AM Entering Leg Exiting Leg Total Page 8 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 217 3 0221236 0 048 218 0 020 120 1 022112 11410 025 536 0 041 013 1 014 018 1 01999 421 5 0301134 6 051 017 1 018 025 1 026125 5 23 5 0 33 7 41 3 0 51 1 16 0 0 17 0 21 1 0 22 123 12 75 23 0 110 35 147 9 0 191 3 64 2 0 69 1 84 4 0 89 459 1 20 8 0 29 9 45 3 0 57 3 13 0 0 16 0 21 1 0 22 124 1 20 5 0 26 9 45 3 0 57 2 14 1 0 17 0 14 1 0 15 115 1 16 7 0 24 6 27 2 0 35 1 19 0 0 20 0 24 0 0 24 103 2 17 8 0 27 9 26 3 0 38 1 17 2 0 20 0 15 2 0 17 102 5 73 28 0 106 33 143 11 0 187 7 63 3 0 73 0 74 4 0 78 444 17 148 51 0 216 68 290 20 0 378 10 127 5 0 142 1 158 8 0 167 903 7.9 68.5 23.6 0.0 18.0 76.7 5.3 0.0 7.0 89.4 3.5 0.0 0.6 94.6 4.8 0.0 1.9 16.4 5.6 0.0 23.9 7.5 32.1 2.2 0.0 41.9 1.1 14.1 0.6 0.0 15.7 0.1 17.5 0.9 0.0 18.5 203 219 169 312 903 17 146 51 0 214 67 286 20 0 373 9 126 5 0 140 1 158 7 0 166 893 100.0 98.6 100.0 0.0 99.1 98.5 98.6 100.0 0.0 98.7 90.0 99.2 100.0 0.0 98.6 100.0 100.0 87.5 0.0 99.4 98.9 200 218 167 308 893 0200214005110020010110 0.0 1.4 0.0 0.0 0.9 1.5 1.4 0.0 0.0 1.3 10.0 0.8 0.0 0.0 1.4 0.0 0.0 12.5 0.0 0.6 1.1 312410 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 421 5 0301134 6 051 017 1 018 025 1 026125 5 23 5 0 33 7 41 3 0 51 1 16 0 0 17 0 21 1 0 22 123 1 20 8 0 29 9 45 3 0 57 3 13 0 0 16 0 21 1 0 22 124 1 20 5 0 26 9 45 3 0 57 2 14 1 0 17 0 14 1 0 15 115 11 84 23 0 118 36 165 15 0 216 6 60 2 0 68 0 81 4 0 85 487 9.3 71.2 19.5 0.0 16.7 76.4 6.9 0.0 8.8 88.2 2.9 0.0 0.0 95.3 4.7 0.0 0.550 0.913 0.719 0.000 0.894 0.818 0.917 0.625 0.000 0.947 0.500 0.882 0.500 0.000 0.944 0.000 0.810 1.000 0.000 0.817 0.974 11 82 23 0 116 36 164 15 0 215 6 60 2 0 68 0 81 3 0 84 483 100.0 97.6 100.0 0.0 98.3 100.0 99.4 100.0 0.0 99.5 100.0 100.0 100.0 0.0 100.0 0.0 100.0 75.0 0.0 98.8 99.2 020020100100000001014 0.0 2.4 0.0 0.0 1.7 0.0 0.6 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 25.0 0.0 1.2 0.8 11 82 23 0 116 36 164 15 0 215 6 60 2 0 68 0 81 3 0 84 483 020020100100000001014 11 84 23 0 118 36 165 15 0 216 6 60 2 0 68 0 81 4 0 85 487 99 110 97 177 483 1 0 2 14 100 110 99 178 487 PDI File #:250728 E Location:N: Shootflying Hill Raod S: Shootflying Hill Road Location:E: Great Marsh Road W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Class:Cars and Heavy Vehicles (Combined) Shootflying Hill Raod Great Marsh Road Shootflying Hill Road Great Marsh Road from North from East from South from West Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Cars % Cars Exiting Leg Total Heavy Vehicles % Heavy Vehicles Grand Total Approach % Total % Exiting Leg Total Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:30 PM Shootflying Hill Raod Great Marsh Road Shootflying Hill Road Great Marsh Road Total Volume % Approach Total PHF Cars Total 4:30 PM 4:45 PM 5:00 PM from North from East from South from West 5:15 PM Total Entering Leg Cars Exiting Leg Heavy Exiting Leg Total Exiting Leg Cars % Heavy Vehicles Heavy Vehicles % Cars Enter Leg Heavy Enter Leg Page 9 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 217 3 0221234 0 046 218 0 020 120 1 022110 11410 025 536 0 041 013 1 014 018 1 01999 421 5 0301134 6 051 017 1 018 025 1 026125 5 23 5 0 33 7 41 3 0 51 1 16 0 0 17 0 21 0 0 21 122 12 75 23 0 110 35 145 9 0 189 3 64 2 0 69 1 84 3 0 88 456 1 20 8 0 29 9 45 3 0 57 3 13 0 0 16 0 21 1 0 22 124 1 18 5 0 24 9 44 3 0 56 2 14 1 0 17 0 14 1 0 15 112 1 16 7 0 24 6 27 2 0 35 0 19 0 0 19 0 24 0 0 24 102 2 17 8 0 27 8 25 3 0 36 1 16 2 0 19 0 15 2 0 17 99 5 71 28 0 104 32 141 11 0 184 6 62 3 0 71 0 74 4 0 78 437 17 146 51 0 214 67 286 20 0 373 9 126 5 0 140 1 158 7 0 166 893 7.9 68.2 23.8 0.0 18.0 76.7 5.4 0.0 6.4 90.0 3.6 0.0 0.6 95.2 4.2 0.0 1.9 16.3 5.7 0.0 24.0 7.5 32.0 2.2 0.0 41.8 1.0 14.1 0.6 0.0 15.7 0.1 17.7 0.8 0.0 18.6 200 218 167 308 893 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 421 5 0301134 6 051 017 1 018 025 1 026125 5 23 5 0 33 7 41 3 0 51 1 16 0 0 17 0 21 0 0 21 122 1 20 8 0 29 9 45 3 0 57 3 13 0 0 16 0 21 1 0 22 124 1 18 5 0 24 9 44 3 0 56 2 14 1 0 17 0 14 1 0 15 112 11 82 23 0 116 36 164 15 0 215 6 60 2 0 68 0 81 3 0 84 483 9.5 70.7 19.8 0.0 16.7 76.3 7.0 0.0 8.8 88.2 2.9 0.0 0.0 96.4 3.6 0.0 0.550 0.891 0.719 0.000 0.879 0.818 0.911 0.625 0.000 0.943 0.500 0.882 0.500 0.000 0.944 0.000 0.810 0.750 0.000 0.808 0.966 11 82 23 0 116 36 164 15 0 215 6 60 2 0 68 0 81 3 0 84 483 99 110 97 177 483 215 325 165 261 966 PDI File #:250728 E Location:N: Shootflying Hill Raod S: Shootflying Hill Road Location:E: Great Marsh Road W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Total Class:Cars Shootflying Hill Raod Great Marsh Road Shootflying Hill Road Great Marsh Road from North from East from South from West 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:30 PM Shootflying Hill Raod Great Marsh Road from West Total 4:30 PM Shootflying Hill Road Great Marsh Road from North from East from South Entering Leg Exiting Leg Total 4:45 PM 5:00 PM 5:15 PM Total Volume % Approach Total PHF Page 10 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000200200000000002 000000000000000000000 000000000000000000000 000000000000000001011 000000200200000001013 000000000000000000000 020020100100000000003 000000000010001000001 000001100201001000003 020021200311002000007 0200214005110020010110 0.0 100.0 0.0 0.0 20.0 80.0 0.0 0.0 50.0 50.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 20.0 0.0 0.0 20.0 10.0 40.0 0.0 0.0 50.0 10.0 10.0 0.0 0.0 20.0 0.0 0.0 10.0 0.0 10.0 312410 000000100100000000001 0.0 0.0 0.0 0.0 0.0 0.0 25.0 0.0 0.0 20.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 00011 020021300411002001019 0.0 100.0 0.0 0.0 100.0 100.0 75.0 0.0 0.0 80.0 100.0 100.0 0.0 0.0 100.0 0.0 0.0 100.0 0.0 100.0 90.0 31239 000000000000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00000 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000000000000000000 020020100100000000003 000000000010001000001 000001100201001000003 020021200311002000007 0.0 100.0 0.0 0.0 33.3 66.7 0.0 0.0 50.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.250 0.000 0.000 0.250 0.250 0.500 0.000 0.000 0.375 0.250 0.250 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.583 000000100100000000001 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.0 0.0 33.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.3 020021100211002000006 0.0 100.0 0.0 0.0 100.0 100.0 50.0 0.0 0.0 66.7 100.0 100.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 85.7 000000000000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 000000100100000000001 020021100211002000006 000000000000000000000 020021200311002000007 00011 2 1 2 16 00000 21227 PDI File #:250728 E Location:N: Shootflying Hill Raod S: Shootflying Hill Road Location:E: Great Marsh Road W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Total Class:Heavy Vehicles-Combined (Buses, Single-Unit Trucks, Articulated Trucks) Shootflying Hill Raod Great Marsh Road Shootflying Hill Road Great Marsh Road from North from East from South from West 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Grand Total Approach % Total % Exiting Leg Total Exiting Leg Total Articulated Trucks % Articulated Exiting Leg Total Buses % Buses Exiting Leg Total Single-Unit Trucks % Single-Unit Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 5:00 PM Shootflying Hill Raod Great Marsh Road Shootflying Hill Road Great Marsh Road Total Volume % Approach Total PHF Buses Buses % Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM from North from East from South from West Articulated Trucks Total Exiting Leg Single-Unit Trucks Articulated Trucks Total Entering Leg Buses Single-Unit Trucks Single-Unit Trucks Single-Unit % Articulated Trucks Articulated % Buses Page 11 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000100100000000001 000000100100000000001 000000100100000000001 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00011 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000000000000000000 000000000000000000000 000000000000000000000 000000100100000000001 000000100100000000001 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 000000100100000000001 00011 01012 PDI File #:250728 E Location:N: Shootflying Hill Raod S: Shootflying Hill Road Location:E: Great Marsh Road W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Total Class:Buses Shootflying Hill Raod Great Marsh Road Shootflying Hill Road Great Marsh Road from North from East from South from West 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 5:00 PM Shootflying Hill Raod Great Marsh Road from West Total 5:00 PM Shootflying Hill Road Great Marsh Road from North from East from South Entering Leg Exiting Leg Total 5:15 PM 5:30 PM 5:45 PM Total Volume % Approach Total PHF Page 12 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000200200000000002 000000000000000000000 000000000000000000000 000000000000000001011 000000200200000001013 000000000000000000000 020020100100000000003 000000000010001000001 000001000101001000002 020021100211002000006 020021300411002001019 0.0 100.0 0.0 0.0 25.0 75.0 0.0 0.0 50.0 50.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 22.2 0.0 0.0 22.2 11.1 33.3 0.0 0.0 44.4 11.1 11.1 0.0 0.0 22.2 0.0 0.0 11.1 0.0 11.1 31239 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000000000000000000 020020100100000000003 000000000010001000001 000001000101001000002 020021100211002000006 0.0 100.0 0.0 0.0 50.0 50.0 0.0 0.0 50.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.250 0.000 0.000 0.250 0.250 0.250 0.000 0.000 0.500 0.250 0.250 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.500 020021100211002000006 21216 434112 PDI File #:250728 E Location:N: Shootflying Hill Raod S: Shootflying Hill Road Location:E: Great Marsh Road W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Total Class:Single-Unit Trucks Shootflying Hill Raod Great Marsh Road Shootflying Hill Road Great Marsh Road from North from East from South from West 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 5:00 PM Shootflying Hill Raod Great Marsh Road from West Total 5:00 PM Shootflying Hill Road Great Marsh Road from North from East from South Entering Leg Exiting Leg Total 5:15 PM 5:30 PM 5:45 PM Total Volume % Approach Total PHF Page 13 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00000 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 000000000000000000000 00000 00000 PDI File #:250728 E Location:N: Shootflying Hill Raod S: Shootflying Hill Road Location:E: Great Marsh Road W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Total Class:Articulated Trucks Shootflying Hill Raod Great Marsh Road Shootflying Hill Road Great Marsh Road from North from East from South from West 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Shootflying Hill Raod Great Marsh Road from West Total 4:00 PM Shootflying Hill Road Great Marsh Road from North from East from South Entering Leg Exiting Leg Total 4:15 PM 4:30 PM 4:45 PM Total Volume % Approach Total PHF Page 14 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000010000100000000000000 1 0100001000000000000000000000 1 0100001010000100000000000000 2 0000000000000000000000000000 0 0000000000000000000000300003 3 0000000000000000000000100001 1 0000000000000000000000000000 0 0000000000000000000000400004 4 0100001010000100000000400004 6 0.0 100.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 16.7 0.0 0.0 0.0 0.0 16.7 0.0 16.7 0.0 0.0 0.0 0.0 16.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 66.7 0.0 0.0 0.0 0.0 66.7 04116 Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total 0000000010000100000000000000 1 0100001000000000000000000000 1 0000000000000000000000000000 0 0000000000000000000000300003 3 0100001010000100000000300003 5 0.0 100.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.417 0100001010000100000000300003 5 03115 141410 PDI File #:250728 E Location:N: Shootflying Hill Raod S: Shootflying Hill Road Location:E: Great Marsh Road W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Class:Bicycles (on Roadway and Crosswalks) Shootflying Hill Raod Great Marsh Road Shootflying Hill Road Great Marsh Road from North from East from South from West Total 4:00 PM 5:15 PM 5:30 PM 5:45 PM Total 4:15 PM 4:30 PM 4:45 PM Total 5:00 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: from West Total 4:30 PM 4:45 PM Great Marsh Road from North from East from South 4:30 PM Shootflying Hill Raod Great Marsh Road Shootflying Hill Road Entering Leg Exiting Leg Total 5:00 PM 5:15 PM Total Volume % Approach Total PHF Page 15 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000202000000000000000000000 2 0000202000000000000000000000 2 0000202000000000000000000000 2 00001000 000000 000000 000000 00001000100000000000000000000000 20002 Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000202000000000000000000000 2 0000202000000000000000000000 2 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0000202000000000000000000000 2 20002 40004 PDI File #:250728 E Location:N: Shootflying Hill Raod S: Shootflying Hill Road Location:E: Great Marsh Road W: Great Marsh Road Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Class:Pedestrians Shootflying Hill Raod Great Marsh Road Shootflying Hill Road Great Marsh Road from North from East from South from West Total 4:00 PM 5:15 PM 5:30 PM 5:45 PM Total 4:15 PM 4:30 PM 4:45 PM Total 5:00 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: from West Total 5:00 PM 5:15 PM Great Marsh Road from North from East from South 5:00 PM Shootflying Hill Raod Great Marsh Road Shootflying Hill Road Entering Leg Exiting Leg Total 5:30 PM 5:45 PM Total Volume % Approach Total PHF Page 16 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 08516010140004066006600000171 01111901301100011073007300000214 014224016680008064006400000238 0142300172180001801060010600000296 0480890569410004103090030900000919 0139270166160001601020010200000284 11191901391501016188008901102246 01382301611800018096109700000276 0147190166180101901000010000000285 15438806326702069138610388011021091 1 1023 177 0 1201 108 0 2 0 110 1 695 1 0 697 011022010 0.1 85.2 14.7 0.0 98.2 0.0 1.8 0.0 0.1 99.7 0.1 0.0 0.0 50.0 50.0 0.0 0.0 50.9 8.8 0.0 59.8 5.4 0.0 0.1 0.0 5.5 0.0 34.6 0.0 0.0 34.7 0.0 0.0 0.0 0.0 0.1 804 179 1025 2 2010 1 998 170 0 1169 105 0 2 0 107 1 666 1 0 668 010011945 100.0 97.6 96.0 0.0 97.3 97.2 0.0 100.0 0.0 97.3 100.0 95.8 100.0 0.0 95.8 0.0 100.0 0.0 0.0 50.0 96.8 771 172 1000 2 1945 02570323000302900290010165 0.0 2.4 4.0 0.0 2.7 2.8 0.0 0.0 0.0 2.7 0.0 4.2 0.0 0.0 4.2 0.0 0.0 100.0 0.0 50.0 3.2 33 7 25 0 65 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 0142300172180001801060010600000296 0139270166160001601020010200000284 11191901391501016188008901102246 01382301611800018096109700000276 15389906386701068139210394011021102 0.2 84.3 15.5 0.0 98.5 0.0 1.5 0.0 0.3 99.5 0.3 0.0 0.0 50.0 50.0 0.0 0.250 0.947 0.825 0.000 0.927 0.931 0.000 0.250 0.000 0.944 0.250 0.925 0.250 0.000 0.929 0.000 0.250 0.250 0.000 0.250 0.931 15249606216501066137510377010011065 100.0 97.4 97.0 0.0 97.3 97.0 0.0 100.0 0.0 97.1 100.0 95.7 100.0 0.0 95.7 0.0 100.0 0.0 0.0 50.0 96.6 01430172000201700170010137 0.0 2.6 3.0 0.0 2.7 3.0 0.0 0.0 0.0 2.9 0.0 4.3 0.0 0.0 4.3 0.0 0.0 100.0 0.0 50.0 3.4 15249606216501066137510377010011065 01430172000201700170010137 15389906386701068139210394011021102 440 98 525 2 1065 20 3 14 0 37 460 101 539 2 1102 Cars and Heavy Vehicles (Combined) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Class: 250728 F N: Old Stage Road S: Old Stage Road E: Great Marsh Road W: Driveway Barnstable, MA VHB/ R. Hart 85401.25 Tuesday, August 5, 2025 7:00 AM 9:00 AM Exiting Leg Total % Heavy Vehicles Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Exiting Leg Total Total % Total Total Cars Cars % Heavy Vehicles 7:00 AM 7:15 AM 7:30 AM Total 8:15 AM 8:30 AM Heavy Enter Leg Total Entering Leg Cars Exiting Leg Heavy Exiting Leg Total Exiting Leg Heavy Vehicles Exiting Leg Total % Cars Cars Old Stage Road % Approach Total PHF Cars Enter Leg 8:15 AM 8:30 AM Heavy Vehicles % Total Volume 7:45 AM 8:00 AM Driveway from North 8:00 AM from East from West from South Old Stage Road Great Marsh Road7:45 AM 8:45 AM Total Approach % Grand Total DrivewayOld Stage RoadOld Stage Road Great Marsh Road 7:45 AM from North from East from South from West Page 1 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 0811509640004066006600000166 01091801271100011070007000000208 014023016370007062006200000232 0138290167170001701040010400000288 0468850553390003903020030200000894 01342701611500015098009800000274 11151701331501016181008201001232 01372301601800018092109300000271 01441801621801019093009300000274 15308506166602068136410366010011051 1 998 170 0 1169 105 0 2 0 107 1 666 1 0 668 010011945 0.1 85.4 14.5 0.0 98.1 0.0 1.9 0.0 0.1 99.7 0.1 0.0 0.0 100.0 0.0 0.0 0.1 51.3 8.7 0.0 60.1 5.4 0.0 0.1 0.0 5.5 0.1 34.2 0.1 0.0 34.3 0.0 0.1 0.0 0.0 0.1 771 172 1000 2 1945 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 0138290167170001701040010400000288 01342701611500015098009800000274 11151701331501016181008201001232 01372301601800018092109300000271 15249606216501066137510377010011065 0.2 84.4 15.5 0.0 98.5 0.0 1.5 0.0 0.3 99.5 0.3 0.0 0.0 100.0 0.0 0.0 0.250 0.949 0.828 0.000 0.930 0.903 0.000 0.250 0.000 0.917 0.250 0.901 0.250 0.000 0.906 0.000 0.250 0.000 0.000 0.250 0.924 15249606216501066137510377010011065 440 98 525 2 1065 1061 164 902 3 2130 from North from East from South from West Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 8:15 AM 8:30 AM 8:45 AM Total 7:45 AM 8:00 AM 8:15 AM from East from South from West Great Marsh Road Old Stage Road DrivewayOld Stage Road 8:00 AM 250728 F N: Old Stage Road S: Old Stage Road E: Great Marsh Road W: Driveway Barnstable, MA VHB/ R. Hart 85401.25 Tuesday, August 5, 2025 7:00 AM 9:00 AM DrivewayOld Stage RoadOld Stage Road Cars PDI File #: Location: Location: City, State: Great Marsh Road Client: Site Code: Count Date: Start Time: End Time: Class: 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total Grand Total Approach % Total % Exiting Leg Total 7:45 AM from North % Approach Total Total Total 8:30 AM Entering Leg Exiting Leg Total PHF Total Volume Page 2 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 041050000000000000005 021030000003003000006 021031000102002000006 041051000102002000008 012401620002070070000025 0500510001040040000010 0420600000070070010114 010010000004004000005 0310400000070070000011 01330161000102200220010140 02570323000302900290010165 0.0 78.1 21.9 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 38.5 10.8 0.0 49.2 4.6 0.0 0.0 0.0 4.6 0.0 44.6 0.0 0.0 44.6 0.0 0.0 1.5 0.0 1.5 33 7 25 0 65 0510610001060060000013 0.0 20.0 14.3 0.0 18.8 33.3 0.0 0.0 0.0 33.3 0.0 20.7 0.0 0.0 20.7 0.0 0.0 0.0 0.0 0.0 20.0 715013 02060262000201400140000042 0.0 80.0 85.7 0.0 81.3 66.7 0.0 0.0 0.0 66.7 0.0 48.3 0.0 0.0 48.3 0.0 0.0 0.0 0.0 0.0 64.6 16 6 20 0 42 0000000000090090010110 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 31.0 0.0 0.0 31.0 0.0 0.0 100.0 0.0 100.0 15.4 10 0 0 0 10 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 0500510001040040000010 0420600000070070010114 010010000004004000005 0310400000070070000011 01330161000102200220010140 0.0 81.3 18.8 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.000 0.650 0.375 0.000 0.667 0.250 0.000 0.000 0.000 0.250 0.000 0.786 0.000 0.000 0.786 0.000 0.000 0.250 0.000 0.250 0.714 0310410001060060000011 0.0 23.1 33.3 0.0 25.0 100.0 0.0 0.0 0.0 100.0 0.0 27.3 0.0 0.0 27.3 0.0 0.0 0.0 0.0 0.0 27.5 010201200000080080000020 0.0 76.9 66.7 0.0 75.0 0.0 0.0 0.0 0.0 0.0 0.0 36.4 0.0 0.0 36.4 0.0 0.0 0.0 0.0 0.0 50.0 000000000008008001019 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 36.4 0.0 0.0 36.4 0.0 0.0 100.0 0.0 100.0 22.5 0310410001060060000011 010201200000080080000020 000000000008008001019 01330161000102200220010140 713011 8 2 10 020 90009 24 3 13 0 40 Total PDI File #:250728 F Location:N: Old Stage Road S: Old Stage Road Location:E: Great Marsh Road W: Driveway Old Stage Road Great Marsh Road Class:Heavy Vehicles-Combined (Buses, Single-Unit Trucks, Articulated Trucks) Count Date:Tuesday, August 5, 2025 Start Time: Driveway from East from South from West Old Stage Road from North 7:00 AM End Time:9:00 AM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 7:00 AM 7:15 AM 7:30 AM 8:45 AM Total Grand Total Approach % Total % % Single-Unit Exiting Leg Total Articulated Trucks % Articulated Exiting Leg Total Exiting Leg Total Buses % Buses Exiting Leg Total Single-Unit Trucks 8:00 AM Old Stage Road Great Marsh Road Old Stage Road Driveway Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Total 8:00 AM from North from East from South 8:15 AM 8:30 AM 8:45 AM Total Volume % Approach Total PHF from West Articulated % Buses Single-Unit Trucks Articulated Trucks Total Entering Leg Buses Buses % Single-Unit Trucks Single-Unit % Articulated Trucks Buses Single-Unit Trucks Articulated Trucks Total Exiting Leg Page 3 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 010010000000000000001 000000000000000000000 000000000000000000000 010010000000000000001 020020000000000000002 000001000100000000001 021030000000000000003 000000000000000000000 010010000006006000007 0310410001060060000011 0510610001060060000013 0.0 83.3 16.7 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 38.5 7.7 0.0 46.2 7.7 0.0 0.0 0.0 7.7 0.0 46.2 0.0 0.0 46.2 0.0 0.0 0.0 0.0 0.0 715013 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000001000100000000001 021030000000000000003 000000000000000000000 010010000006006000007 0310410001060060000011 0.0 75.0 25.0 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.375 0.250 0.000 0.333 0.250 0.000 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.393 0310410001060060000011 713011 11 2 9 0 22 from North from East from South from West PHF Entering Leg Exiting Leg Total 8:00 AM 8:15 AM 8:30 AM 8:45 AM Total Volume % Approach Total from South from West Total Old Stage Road Driveway from North from East Exiting Leg Total 8:00 AM Old Stage Road Great Marsh Road Grand Total Approach % Total % Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 7:00 AM 7:15 AM 7:30 AM Total Class:Buses Old Stage Road Great Marsh Road Old Stage Road Driveway End Time:9:00 AM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 PDI File #:250728 F Location:N: Old Stage Road S: Old Stage Road Location:E: Great Marsh Road W: Driveway Count Date:Tuesday, August 5, 2025 Start Time:7:00 AM Page 4 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 031040000000000000004 021030000003003000006 021031000102002000006 031041000101001000006 010401420002060060000022 050050000002002000007 021030000004004000007 010010000002002000003 021030000000000000003 010201200000080080000020 02060262000201400140000042 0.0 76.9 23.1 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 47.6 14.3 0.0 61.9 4.8 0.0 0.0 0.0 4.8 0.0 33.3 0.0 0.0 33.3 0.0 0.0 0.0 0.0 0.0 16 6 20 0 42 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 021031000102002000006 031041000101001000006 050050000002002000007 021030000004004000007 012301520002090090000026 0.0 80.0 20.0 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.600 0.750 0.000 0.750 0.500 0.000 0.000 0.000 0.500 0.000 0.563 0.000 0.000 0.563 0.000 0.000 0.000 0.000 0.000 0.929 012301520002090090000026 11 3 12 0 26 26 5 21 0 52 from North from East from South from West PDI File #:250728 F Location:N: Old Stage Road S: Old Stage Road Location:E: Great Marsh Road W: Driveway Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Count Date:Tuesday, August 5, 2025 Start Time:7:00 AM End Time:9:00 AM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Class:Single-Unit Trucks Old Stage Road Great Marsh Road Old Stage Road Driveway Total 7:00 AM 7:15 AM 7:30 AM 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM Exiting Leg Total 7:30 AM Old Stage Road Great Marsh Road Grand Total Approach % Total % from South from West Total Old Stage Road Driveway from North from East PHF Entering Leg Exiting Leg Total 7:30 AM 7:45 AM 8:00 AM 8:15 AM Total Volume % Approach Total Page 5 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000000000000000000 000000000000000000000 000000000000000000000 000000000001001000001 000000000001001000001 000000000002002000002 000000000003003001014 000000000002002000002 000000000001001000001 000000000008008001019 0000000000090090010110 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 90.0 0.0 0.0 90.0 0.0 0.0 10.0 0.0 10.0 10 0 0 0 10 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000000001001000001 000000000002002000002 000000000003003001014 000000000002002000002 000000000008008001019 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.667 0.000 0.000 0.667 0.000 0.000 0.250 0.000 0.250 0.563 000000000008008001019 90009 908118 from North from East from South from West PDI File #:250728 F Location:N: Old Stage Road S: Old Stage Road Location:E: Great Marsh Road W: Driveway Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: Count Date:Tuesday, August 5, 2025 Start Time:7:00 AM End Time:9:00 AM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Class:Articulated Trucks Old Stage Road Great Marsh Road Old Stage Road Driveway Total 7:00 AM 7:15 AM 7:30 AM 8:45 AM Total 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM Exiting Leg Total 7:45 AM Old Stage Road Great Marsh Road Grand Total Approach % Total % from South from West Total Old Stage Road Driveway from North from East PHF Entering Leg Exiting Leg Total 7:45 AM 8:00 AM 8:15 AM 8:30 AM Total Volume % Approach Total Page 6 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total 0000000000000003000030000000 3 0000000000000001000010000000 1 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000004000040000000 4 0000000000000000000000000000 0 0010001000000000000000000000 1 0000000000000000000000000000 0 0300003000000000000000000000 3 0310004000000000000000000000 4 0310004000000004000040000000 8 0.0 75.0 25.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 37.5 12.5 0.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 41308 Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total 0000000000000003000030000000 3 0000000000000001000010000000 1 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000004000040000000 4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.333 0.000 0.000 0.000 0.000 0.333 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.333 0000000000000004000040000000 4 40004 40408 from North from East from South from West Class: 250728 F N: Old Stage Road S: Old Stage Road E: Great Marsh Road W: Driveway Barnstable, MA VHB/ R. Hart 85401.25 Tuesday, August 5, 2025 7:00 AM 9:00 AM Bicycles (on Roadway and Crosswalks) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Entering Leg Exiting Leg Total 7:30 AM 7:45 AM Total Volume % Approach Total PHF from West Total 7:00 AM 7:15 AM from North from East from South 7:00 AM Old Stage Road Great Marsh Road Old Stage Road Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 8:15 AM 8:30 AM 8:45 AM Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total 8:00 AM Old Stage Road Great Marsh Road Old Stage Road Total Driveway Driveway Page 7 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total 0000000000000000000000000000 0 0000000000000000000000000101 1 0000000000000000000000000213 3 0000000000000000000000000000 0 0000000000000000000000000314 4 0000000000000000000000000000 0 0000000000000000000000000011 1 0000000000000000000000000101 1 0000000000000000000000000000 0 0000000000000000000000000112 2 0000000000000000000000000426 6 000000 000000 000000 000066.7 33.3 000000000000000000000000066.7 33.3 100 00066 Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total 0000000000000000000000000000 0 0000000000000000000000000101 1 0000000000000000000000000213 3 0000000000000000000000000000 0 0000000000000000000000000314 4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 75.0 25.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.375 0.250 0.333 0.333 0000000000000000000000000314 4 00044 00088 from South from West Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 8:45 AM Total Count Date: Start Time: End Time: Class: 250728 F N: Old Stage Road S: Old Stage Road E: Great Marsh Road W: Driveway Barnstable, MA VHB/ R. Hart 85401.25 Tuesday, August 5, 2025 7:00 AM 9:00 AM Pedestrians PDI File #: Location: Location: City, State: Client: Site Code: Old Stage Road Great Marsh Road Old Stage Road Total Driveway from North from East 7:00 AM 7:15 AM 7:30 AM Grand Total Approach % Total % Exiting Leg Total Driveway from North from East from South 7:00 AM Old Stage Road Great Marsh Road Old Stage Road 7:30 AM 7:45 AM Total Volume % Approach Total PHF from West Total 7:00 AM 7:15 AM Entering Leg Exiting Leg Total Page 8 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 0100200120390003901220012200000281 0121180139360003611580015900000334 0106260132400004001510015100000323 0118200138420004201460014600000326 0445840529157000157157700578000001264 0102210123440004401470014700000314 08214096440004411340013500000275 0105230128250102601110011100000265 01251501402602028198009900000267 0414730487139030142249000492000001121 0 859 157 0 1016 296 0 3 0 299 3 1067 0 0 1070 000002385 0.0 84.5 15.5 0.0 99.0 0.0 1.0 0.0 0.3 99.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 36.0 6.6 0.0 42.6 12.4 0.0 0.1 0.0 12.5 0.1 44.7 0.0 0.0 44.9 0.0 0.0 0.0 0.0 0.0 1363 160 862 0 2385 0 844 156 0 1000 293 0 3 0 296 3 1057 0 0 1060 000002356 0.0 98.3 99.4 0.0 98.4 99.0 0.0 100.0 0.0 99.0 100.0 99.1 0.0 0.0 99.1 0.0 0.0 0.0 0.0 0.0 98.8 1350 159 847 0 2356 01510163000301000100000029 0.0 1.7 0.6 0.0 1.6 1.0 0.0 0.0 0.0 1.0 0.0 0.9 0.0 0.0 0.9 0.0 0.0 0.0 0.0 0.0 1.2 13 1 15 0 29 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 0121180139360003611580015900000334 0106260132400004001510015100000323 0118200138420004201460014600000326 0102210123440004401470014700000314 0447850532162000162160200603000001297 0.0 84.0 16.0 0.0 100.0 0.0 0.0 0.0 0.2 99.8 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.924 0.817 0.000 0.957 0.920 0.000 0.000 0.000 0.920 0.250 0.953 0.000 0.000 0.948 0.000 0.000 0.000 0.000 0.000 0.971 0441840525162000162159500596000001283 0.0 98.7 98.8 0.0 98.7 100.0 0.0 0.0 0.0 100.0 100.0 98.8 0.0 0.0 98.8 0.0 0.0 0.0 0.0 0.0 98.9 0610700000070070000014 0.0 1.3 1.2 0.0 1.3 0.0 0.0 0.0 0.0 0.0 0.0 1.2 0.0 0.0 1.2 0.0 0.0 0.0 0.0 0.0 1.1 0441840525162000162159500596000001283 0610700000070070000014 0447850532162000162160200603000001297 757 85 441 0 1283 7 1 6 014 764 86 447 0 1297 PDI File #:250728 F Location:N: Old Stage Road S: Old Stage Road Location:E: Great Marsh Road W: Driveway Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Class:Cars and Heavy Vehicles (Combined) Old Stage Road Great Marsh Road Old Stage Road Driveway from North from East from South from West Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Cars % Cars Exiting Leg Total Heavy Vehicles % Heavy Vehicles Grand Total Approach % Total % Exiting Leg Total Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:15 PM Old Stage Road Great Marsh Road Old Stage Road Driveway Total Volume % Approach Total PHF Cars Total 4:15 PM 4:30 PM 4:45 PM from North from East from South from West 5:00 PM Total Entering Leg Cars Exiting Leg Heavy Exiting Leg Total Exiting Leg Cars % Heavy Vehicles Heavy Vehicles % Cars Enter Leg Heavy Enter Leg Page 9 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 098200118390003901210012100000278 0118180136360003611570015800000330 0104260130400004001500015000000320 0118190137420004201430014300000322 0438830521157000157157100572000001250 0101210122440004401450014500000311 07914093420004211320013300000268 0104230127250102601110011100000264 01221501372502027198009900000263 0406730479136030139248600488000001106 0 844 156 0 1000 293 0 3 0 296 3 1057 0 0 1060 000002356 0.0 84.4 15.6 0.0 99.0 0.0 1.0 0.0 0.3 99.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 35.8 6.6 0.0 42.4 12.4 0.0 0.1 0.0 12.6 0.1 44.9 0.0 0.0 45.0 0.0 0.0 0.0 0.0 0.0 1350 159 847 0 2356 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 0118180136360003611570015800000330 0104260130400004001500015000000320 0118190137420004201430014300000322 0101210122440004401450014500000311 0441840525162000162159500596000001283 0.0 84.0 16.0 0.0 100.0 0.0 0.0 0.0 0.2 99.8 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.934 0.808 0.000 0.958 0.920 0.000 0.000 0.000 0.920 0.250 0.947 0.000 0.000 0.943 0.000 0.000 0.000 0.000 0.000 0.972 0441840525162000162159500596000001283 757 85 441 0 1283 1282 247 1037 0 2566 PDI File #:250728 F Location:N: Old Stage Road S: Old Stage Road Location:E: Great Marsh Road W: Driveway Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Total Class:Cars Old Stage Road Great Marsh Road Old Stage Road Driveway from North from East from South from West 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:15 PM Old Stage Road Great Marsh Road from West Total 4:15 PM Old Stage Road Driveway from North from East from South Entering Leg Exiting Leg Total 4:30 PM 4:45 PM 5:00 PM Total Volume % Approach Total PHF Page 10 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 020020000001001000003 030030000001001000004 020020000001001000003 001010000003003000004 0710800000060060000014 010010000002002000003 030032000202002000007 010010000000000000001 030031000100000000004 0800830003040040000015 01510163000301000100000029 0.0 93.8 6.3 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 51.7 3.4 0.0 55.2 10.3 0.0 0.0 0.0 10.3 0.0 34.5 0.0 0.0 34.5 0.0 0.0 0.0 0.0 0.0 13 1 15 0 29 050051000101001000007 0.0 33.3 0.0 0.0 31.3 33.3 0.0 0.0 0.0 33.3 0.0 10.0 0.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 24.1 20507 09101010001090090000020 0.0 60.0 100.0 0.0 62.5 33.3 0.0 0.0 0.0 33.3 0.0 90.0 0.0 0.0 90.0 0.0 0.0 0.0 0.0 0.0 69.0 10 1 9 0 20 010011000100000000002 0.0 6.7 0.0 0.0 6.3 33.3 0.0 0.0 0.0 33.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.9 10102 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 020020000001001000003 001010000003003000004 010010000002002000003 030032000202002000007 0610720002080080000017 0.0 85.7 14.3 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.500 0.250 0.000 0.583 0.250 0.000 0.000 0.000 0.250 0.000 0.667 0.000 0.000 0.667 0.000 0.000 0.000 0.000 0.000 0.607 010010000001001000002 0.0 16.7 0.0 0.0 14.3 0.0 0.0 0.0 0.0 0.0 0.0 12.5 0.0 0.0 12.5 0.0 0.0 0.0 0.0 0.0 11.8 0510610001070070000014 0.0 83.3 100.0 0.0 85.7 50.0 0.0 0.0 0.0 50.0 0.0 87.5 0.0 0.0 87.5 0.0 0.0 0.0 0.0 0.0 82.4 000001000100000000001 0.0 0.0 0.0 0.0 0.0 50.0 0.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.9 010010000001001000002 0510610001070070000014 000001000100000000001 0610720002080080000017 10102 8 1 5 014 10001 10 1 6 0 17 PDI File #:250728 F Location:N: Old Stage Road S: Old Stage Road Location:E: Great Marsh Road W: Driveway Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Total Class:Heavy Vehicles-Combined (Buses, Single-Unit Trucks, Articulated Trucks) Old Stage Road Great Marsh Road Old Stage Road Driveway from North from East from South from West 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Grand Total Approach % Total % Exiting Leg Total Exiting Leg Total Articulated Trucks % Articulated Exiting Leg Total Buses % Buses Exiting Leg Total Single-Unit Trucks % Single-Unit Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:30 PM Old Stage Road Great Marsh Road Old Stage Road Driveway Total Volume % Approach Total PHF Buses Buses % Total 4:30 PM 4:45 PM 5:00 PM 5:15 PM from North from East from South from West Articulated Trucks Total Exiting Leg Single-Unit Trucks Articulated Trucks Total Entering Leg Buses Single-Unit Trucks Single-Unit Trucks Single-Unit % Articulated Trucks Articulated % Buses Page 11 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 020020000000000000002 010010000000000000001 010010000000000000001 000000000001001000001 040040000001001000005 000000000000000000000 000000000000000000000 000000000000000000000 010011000100000000002 010011000100000000002 050051000101001000007 0.0 100.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 71.4 0.0 0.0 71.4 14.3 0.0 0.0 0.0 14.3 0.0 14.3 0.0 0.0 14.3 0.0 0.0 0.0 0.0 0.0 20507 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 020020000000000000002 010010000000000000001 010010000000000000001 000000000001001000001 040040000001001000005 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.500 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.625 040040000001001000005 10405 505010 PDI File #:250728 F Location:N: Old Stage Road S: Old Stage Road Location:E: Great Marsh Road W: Driveway Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Total Class:Buses Old Stage Road Great Marsh Road Old Stage Road Driveway from North from East from South from West 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Old Stage Road Great Marsh Road from West Total 4:00 PM Old Stage Road Driveway from North from East from South Entering Leg Exiting Leg Total 4:15 PM 4:30 PM 4:45 PM Total Volume % Approach Total PHF Page 12 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000000001001000001 020020000001001000003 010010000001001000002 001010000002002000003 031040000005005000009 010010000002002000003 030031000102002000006 010010000000000000001 010010000000000000001 0600610001040040000011 09101010001090090000020 0.0 90.0 10.0 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 45.0 5.0 0.0 50.0 5.0 0.0 0.0 0.0 5.0 0.0 45.0 0.0 0.0 45.0 0.0 0.0 0.0 0.0 0.0 10 1 9 0 20 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 010010000001001000002 001010000002002000003 010010000002002000003 030031000102002000006 0510610001070070000014 0.0 83.3 16.7 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.417 0.250 0.000 0.500 0.250 0.000 0.000 0.000 0.250 0.000 0.875 0.000 0.000 0.875 0.000 0.000 0.000 0.000 0.000 0.583 0510610001070070000014 815014 14 2 12 0 28 PDI File #:250728 F Location:N: Old Stage Road S: Old Stage Road Location:E: Great Marsh Road W: Driveway Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Total Class:Single-Unit Trucks Old Stage Road Great Marsh Road Old Stage Road Driveway from North from East from South from West 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:30 PM Old Stage Road Great Marsh Road from West Total 4:30 PM Old Stage Road Driveway from North from East from South Entering Leg Exiting Leg Total 4:45 PM 5:00 PM 5:15 PM Total Volume % Approach Total PHF Page 13 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000001000100000000001 000000000000000000000 010010000000000000001 010011000100000000002 010011000100000000002 0.0 100.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.0 0.0 50.0 50.0 0.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10102 Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total 000000000000000000000 000001000100000000001 000000000000000000000 010010000000000000001 010011000100000000002 0.0 100.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.250 0.000 0.000 0.250 0.250 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.500 010011000100000000002 10102 21104 PDI File #:250728 F Location:N: Old Stage Road S: Old Stage Road Location:E: Great Marsh Road W: Driveway Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Total Class:Articulated Trucks Old Stage Road Great Marsh Road Old Stage Road Driveway from North from East from South from West 4:00 PM 4:15 PM 4:30 PM 4:45 PM Total Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 5:00 PM Old Stage Road Great Marsh Road from West Total 5:00 PM Old Stage Road Driveway from North from East from South Entering Leg Exiting Leg Total 5:15 PM 5:30 PM 5:45 PM Total Volume % Approach Total PHF Page 14 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total 0000000000000000000000000000 0 0000000000000001000010000000 1 0000000100000100000000000000 1 0000000000000000000000000000 0 0000000100000101000010000000 2 0000000000000000000000000000 0 0000000000000000000000300014 4 0000000000000000000000100001 1 0000000000000000000000000000 0 0000000000000000000000400015 5 0000000100000101000010400015 7 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 80.0 0.0 0.0 0.0 20.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.3 0.0 0.0 0.0 0.0 0.0 14.3 0.0 14.3 0.0 0.0 0.0 0.0 14.3 0.0 57.1 0.0 0.0 0.0 14.3 71.4 24017 Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total 0000000100000100000000000000 1 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000300014 4 0000000100000100000000300014 5 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 75.0 0.0 0.0 0.0 25.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.250 0.250 0.313 0000000100000100000000300014 5 13015 140510 PDI File #:250728 F Location:N: Old Stage Road S: Old Stage Road Location:E: Great Marsh Road W: Driveway Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Class:Bicycles (on Roadway and Crosswalks) Old Stage Road Great Marsh Road Old Stage Road Driveway from North from East from South from West Total 4:00 PM 5:15 PM 5:30 PM 5:45 PM Total 4:15 PM 4:30 PM 4:45 PM Total 5:00 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: from West Total 4:30 PM 4:45 PM Driveway from North from East from South 4:30 PM Old Stage Road Great Marsh Road Old Stage Road Entering Leg Exiting Leg Total 5:00 PM 5:15 PM Total Volume % Approach Total PHF Page 15 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 000000 000000 000000 000000 0000000000000000000000000000 00000 Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0000000000000000000000000000 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0000000000000000000000000000 0 00000 00000 PDI File #:250728 F Location:N: Old Stage Road S: Old Stage Road Location:E: Great Marsh Road W: Driveway Count Date:Tuesday, August 5, 2025 Start Time:4:00 PM End Time:6:00 PM City, State:Barnstable, MA Client:VHB/ R. Hart Site Code:85401.25 Class:Pedestrians Old Stage Road Great Marsh Road Old Stage Road Driveway from North from East from South from West Total 4:00 PM 5:15 PM 5:30 PM 5:45 PM Total 4:15 PM 4:30 PM 4:45 PM Total 5:00 PM Grand Total Approach % Total % Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: from West Total 4:00 PM 4:15 PM Driveway from North from East from South 4:00 PM Old Stage Road Great Marsh Road Old Stage Road Entering Leg Exiting Leg Total 4:30 PM 4:45 PM Total Volume % Approach Total PHF Page 16 PRECISION D A T A INDUSTRIES, LLC 157 Washington Street, Suite 2 Hudson, MA 01749 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Cape Cod Commission Seasonal Adjustment Factors 2021 CAPE COD TRAFFIC COUNTING REPORT | Page 17 SEASONAL ADJUSTMENT FACTORS Using the data collected from the permanent traffic counting stations, MassDOT determines the seasonal adjustment factors for the next year. These factors indicate relative traffic volumes throughout the year. For example, weekday traffic in January is approximately half the weekday traffic in July. By multiplying by the Average Daily Traffic (ADT) of a traffic count by a seasonal adjustment factor, an estimate of annual ADT can be produced for that location. ADT volumes from all months can in this way be converted into annual ADT volumes and properly compared. The most recent MassDOT adjustment factors are from 2019, which, as well as the factors from previous years can be found in Table 5. Table 5: Monthly Adjustment Factors for Cape Cod Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec **2021 1.04 1.16 1.12 0.98 0.92 0.88 0.77 0.81 0.94 1.02 1.08 1.12 **2020 1.04 1.16 1.12 0.98 0.92 0.88 0.77 0.81 0.94 1.02 1.08 1.12 2019 1.04 1.16 1.12 0.98 0.92 0.88 0.77 0.81 0.94 1.02 1.08 1.12 2018 1.22 1.15 1.09 1.12 0.90 0.89 0.82 0.83 0.92 0.98 1.06 1.08 2017 1.18 1.17 1.08 1.03 0.95 0.87 0.83 0.83 0.97 0.98 1.19 1.19 2016 1.18 1.17 1.13 1.05 0.93 0.84 0.79 0.80 0.93 1.00 1.09 1.13 *2015 1.26 1.25 1.20 1.06 0.96 0.89 0.76 0.76 0.92 0.99 1.08 1.14 *2014 1.26 1.25 1.20 1.06 0.96 0.89 0.76 0.76 0.92 0.99 1.08 1.14 *2013 1.26 1.25 1.20 1.06 0.96 0.89 0.76 0.76 0.92 0.99 1.08 1.14 *2012 1.26 1.25 1.20 1.06 0.96 0.89 0.76 0.76 0.92 0.99 1.08 1.14 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 Source: MassDOT *2011 values used; **2019 values used Public Transportation Vehicular Crash Data Crash Number City Town Name Crash Date Crash Severity Crash TimeMax Injury Severity Reported Number of Vehicles Police Agency TypeAge of Driver ‐ Youngest KnownAge of Driver ‐ Oldest KnownDriver Contributing Circumstances (All Drivers) Light Conditions Manner of CollisionNon‐Motorist Type (All Persons)Road Surface Condition Total FatalitiesTotal Non‐Fatal InjuriesVehicle Actions Prior to Crash (All Vehicles) Vehicle Configuration (All Vehicles)Vehicle Travel Directions (All Vehicles)Weather Conditions Crash Report IDs Most Harmful Event (All Vehicles)Street Number RoadwayNear Intersection Roadway4362624 BARNSTABLE 05/10/2017 Not Reported 4:24 PM Not Applicable 2 Local police 55‐64 65‐74D1: (Unknown) / D2: (No improper driving) Daylight Head‐on Dry 0 0V1: Travelling straight ahead / V2: Travelling straight aheadV1:(Passenger car) / V2:(Passenger car) V1: W / V2: EClear 17‐396‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4384437 BARNSTABLE 06/25/2017Property damage only (none injured) 10:00 PM No injury 1 Local police 21‐24 21‐24 D1: (No improper driving) Dark ‐ roadway not lighted Sideswipe, same direction Dry 0 0 V1: Travelling straight ahead V1:(Passenger car) V1: WClear 17‐578‐AC V1:(Collision with motor vehicle in traffic)4409362 BARNSTABLE 08/15/2017 Not Reported 2:11 PM Not reported 2 Local police 25‐34 55‐64D1: (No improper driving) / D2: (Other improper action) Daylight Rear‐end Dry 0 0V1: Slowing or stopped in traffic / V2: Slowing or stopped in trafficV1:(Light truck(van, mini‐van, pickup, sport utility)) / V2:(Light truck(van, mini‐van, pickup, sport utility)) V1: W / V2: WClear 17‐797‐ACV1:(Other) / V2:(Collision with parked motor vehicle)4413338 BARNSTABLE 08/11/2017Property damage only (none injured) 3:20 PM No injury 2 Local police 25‐34 65‐74 D1: (Unknown) / D2: (Unknown) Daylight Angle Dry 0 0 V1: Turning left / V2: Turning rightV1:(Passenger car) / V2:(Passenger car) V1: W / V2: WClear 17‐782‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4414565 BARNSTABLE 08/25/2017Property damage only (none injured) 10:43 PM No injury 2 Local police 35‐44 55‐64D1: (No improper driving) / D2: (Inattention) Dark ‐ lighted roadway Rear‐end Dry 0 0V1: Slowing or stopped in traffic / V2: Travelling straight aheadV1:(Passenger car) / V2:(Passenger car) V1: W / V2: W Clear/Unknown 17‐851‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4432148 BARNSTABLE 09/29/2017Property damage only (none injured) 12:20 PM No injury 2 Local police 75‐84 >84D1: (Inattention) / D2: (No improper driving) Daylight Rear‐end Dry 0 0V1: Travelling straight ahead / V2: Slowing or stopped in trafficV1:(Passenger car) / V2:(Passenger car) V1: E / V2: EClear 17‐986‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4435017 BARNSTABLE 09/29/2017Property damage only (none injured) 6:16 PM No injury 2 Local police 25‐34 65‐74D1: (Visibility obstructed) / D2: (No improper driving) Dusk Angle Dry 0 0V1: Travelling straight ahead / V2: Turning leftV1:(Light truck(van, mini‐van, pickup, sport utility)) / V2:(Passenger car) V1: W / V2: SClear 17‐989‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4462989 BARNSTABLE 11/25/2017 Non‐fatal injury 4:45 PM Non‐fatal injury ‐ Possible 2 Local police 25‐34 55‐64D1: (Inattention),(Followed too closely) / D2: (No improper driving) Dark ‐ lighted roadway Rear‐end Dry 0 1V1: Travelling straight ahead / V2: Slowing or stopped in traffic V1:(Passenger car) / V2:(Motorcycle) V1: W / V2: WClear 17‐1187‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4481342 BARNSTABLE 01/04/2018 Non‐fatal injury 12:57 PM Non‐fatal injury ‐ Possible 1 Local police 75‐84 75‐84 D1: (Unknown) Daylight Single vehicle crash VU2: Pedestrian Dry 0 1 V1: Slowing or stopped in trafficV1:(Light truck(van, mini‐van, pickup, sport utility)) V1: EClear 18‐17‐AC V1:(Collision with pedestrian)4493418 BARNSTABLE 01/24/2018Property damage only (none injured) 11:49 AM No injury 2 Local police 25‐34 35‐44D1: (Inattention) / D2: (No improper driving) Daylight Rear‐end Dry 0 0V1: Travelling straight ahead / V2: Slowing or stopped in trafficV1:(Light truck(van, mini‐van, pickup, sport utility)) / V2:(Passenger car) V1: S / V2: SClear 18‐80‐ACV1:(Collision with parked motor vehicle) / V2:(Collision with motor vehicle in traffic)4496616 BARNSTABLE 02/05/2018Property damage only (none injured) 8:38 AM No injury 2 Local police 21‐24 75‐84 D1: (Inattention) / D2: (Unknown) Daylight Rear‐end Dry 0 0V1: Travelling straight ahead / V2: Turning rightV1:(Passenger car) / V2:(Light truck(van, mini‐van, pickup, sport utility)) V1: W / V2: WClear 18‐120‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4507649 BARNSTABLE 02/12/2018Property damage only (none injured) 2:13 PM No injury 2 Local police 35‐44 65‐74D1: (No improper driving) / D2: (No improper driving) Daylight Angle Dry 0 0V1: Turning left / V2: Travelling straight aheadV1:(Passenger car) / V2:(Unknown vehicle configuration) V1: E / V2: SClear 18‐145‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4507650 BARNSTABLE 02/13/2018Property damage only (none injured) 4:48 PM No injury 2 Local police 25‐34 55‐64D1: (Inattention) / D2: (No improper driving) Daylight Rear‐end Dry 0 0V1: Travelling straight ahead / V2: Slowing or stopped in trafficV1:(Passenger car) / V2:(Light truck(van, mini‐van, pickup, sport utility)) V1: S / V2: S Clear/Unknown 18‐149‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4512380 BARNSTABLE 03/08/2018 Non‐fatal injury 8:58 AMNon‐fatal injury ‐ Non‐incapacitating 3 Local police 55‐64 75‐84D1: (Visibility obstructed) / D2: (No improper driving) / D3: (Visibility obstructed) Daylight Rear‐end Wet 0 3V1: Travelling straight ahead / V2: Slowing or stopped in traffic / V3: Travelling straight aheadV1:(Passenger car) / V2:(Passenger car) / V3:(Passenger car) V1: E / V2: E / V3: ESnow/Sleet, hail (freezing rain or drizzle) 18‐204‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic) / V3:(Collision with motor vehicle in traffic)4526169 BARNSTABLE 04/09/2018Property damage only (none injured) 8:20 AM No injury 2 Local police 18‐20 25‐34D1: (Other improper action),(Glare) / D2: (No improper driving) Daylight Rear‐end Dry 0 0V1: Travelling straight ahead / V2: Slowing or stopped in trafficV1:(Passenger car) / V2:(Light truck(van, mini‐van, pickup, sport utility)) V1: E / V2: EClear 18‐300‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4556663 BARNSTABLE 06/19/2018 Non‐fatal injury 5:49 PM Non‐fatal injury ‐ Possible 2 Local police 18‐20 55‐64 D1: (Unknown) / D2: (Unknown) Daylight Angle Dry 0 1V1: Turning left / V2: Travelling straight aheadV1:(Passenger car) / V2:(Passenger car) V1: N / V2: E Clear/Cloudy 18‐558‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4575731 BARNSTABLE 07/21/2018Property damage only (none injured) 2:13 PM No injury 2 Local police 25‐34 55‐64D1: (Failed to yield right of way) / D2: (Unknown) Daylight Angle Dry 0 0V1: Turning left / V2: Travelling straight aheadV1:(Light truck(van, mini‐van, pickup, sport utility)) / V2:(Passenger car) V1: E / V2: SClear 18‐691‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4591270 BARNSTABLE 09/01/2018Property damage only (none injured) 12:57 PM No injury 2 Local police 45‐54 75‐84D1: (Inattention) / D2: (No improper driving) Daylight Rear‐end Dry 0 0V1: Travelling straight ahead / V2: Slowing or stopped in trafficV1:(Passenger car) / V2:(Passenger car) V1: S / V2: SClear 18‐846‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4624220 BARNSTABLE 11/15/2018Property damage only (none injured) 11:01 PM No injury 2 Local police 35‐44 45‐54D1: (Driving too fast for conditions) / D2: (No improper driving) Dark ‐ roadway not lightedSideswipe, opposite direction Snow 0 0V1: Travelling straight ahead / V2: Travelling straight aheadV1:(Light truck(van, mini‐van, pickup, sport utility)) / V2:(Light truck(van, mini‐van, pickup, sport utility)) V1: W / V2: E Snow/Cloudy 18‐1094‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4629206 BARNSTABLE 11/26/2018Property damage only (none injured) 7:06 AM No injury 4 Local police 16‐17 45‐54D1: (No improper driving) / D2: (Inattention) / D3: (No improper driving) / D4: (Inattention) Daylight Rear‐end Dry 0 0V1: Slowing or stopped in traffic / V2: Travelling straight ahead / V3: Slowing or stopped in traffic / V4: Travelling straight aheadV1:(Light truck(van, mini‐van, pickup, sport utility)) / V2:(Passenger car) / V3:(Passenger car) / V4:(Passenger car) V1: E / V2: E / V3: E / V4: E Clear/Cloudy 18‐1122‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic) / V3:(Collision with motor vehicle in traffic) / V4:(Collision with motor vehicle in traffic)4641526 BARNSTABLE 12/20/2018Property damage only (none injured) 11:44 AM No injury 2 Local police 45‐54 65‐74 D1: (Unknown) / D2: (Unknown) Daylight Angle Dry 0 0V1: Travelling straight ahead / V2: Turning leftV1:(Passenger car) / V2:(Passenger car) V1: E / V2: SClear 18‐1234‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4688112 BARNSTABLE 03/14/2019Property damage only (none injured) 2:43 PM No injury 2 Local police 25‐34 55‐64D1: (No improper driving) / D2: (Failed to yield right of way) Daylight Angle Dry 0 0V1: Travelling straight ahead / V2: Travelling straight aheadV1:(Single‐unit truck (3‐or‐more axles)) / V2:(Passenger car) V1: W / V2: S Cloudy 19‐203‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4713601 BARNSTABLE 06/14/2019 Non‐fatal injury 5:45 PM Possible Injury (C) 2 Local police 25‐34 35‐44D1: (Followed too closely) / D2: (No improper driving) Daylight Rear‐end Dry 0 1V1: Travelling straight ahead / V2: Slowing or stopped in trafficV1:(Passenger car) / V2:(Passenger car) V1: E / V2: EClear 19‐498‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4718659 BARNSTABLE 06/26/2019 Non‐fatal injury 7:23 AM Possible Injury (C) 2 Local police 25‐34 55‐64 D1: (Unknown) / D2: (Unknown) Daylight Rear‐end Dry 0 1V1: Travelling straight ahead / V2: Travelling straight aheadV1:(Passenger car) / V2:(Passenger car) V1: E / V2: EClear 19‐553‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4734213 BARNSTABLE 07/13/2019Property damage only (none injured) 11:36 PM No Apparent Injury (O) 2 Local police 35‐44 55‐64D1: (No improper driving) / D2: (Operating vehicle in erratic, reckless, careless, negligent or aggressive manner) Dark ‐ lighted roadway Rear‐end Dry 0 0V1: Slowing or stopped in traffic / V2: Travelling straight aheadV1:(Passenger car) / V2:(Passenger car) V1: W / V2: WClear 19‐633‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4737145 BARNSTABLE 08/08/2019 Non‐fatal injury 1:27 PM Suspected Minor Injury (B) 2 Local police 55‐64 65‐74D1: (Inattention) / D2: (No improper driving) Daylight Rear‐end Dry 0 3V1: Travelling straight ahead / V2: Slowing or stopped in trafficV1:(Passenger car) / V2:(Passenger car) V1: W / V2: WClear 19‐749‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4737148 BARNSTABLE 08/11/2019 Non‐fatal injury 7:35 PM Suspected Minor Injury (B) 2 Local police 25‐34 55‐64D1: (Inattention),(Followed too closely) / D2: (No improper driving) Daylight Rear‐end Dry 0 1V1: Travelling straight ahead / V2: Travelling straight aheadV1:(Passenger car) / V2:(Passenger car) V1: E / V2: EClear 19‐761‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4750009 BARNSTABLE 09/10/2019Property damage only (none injured) 2:41 PM No Apparent Injury (O) 3 Local police 16‐17 35‐44D1: (Inattention) / D2: (No improper driving) / D3: (No improper driving) Daylight Rear‐end Dry 0 0V1: Travelling straight ahead / V2: Slowing or stopped in traffic / V3: Slowing or stopped in trafficV1:(Light truck(van, mini‐van, pickup, sport utility)) / V2:(Passenger car) / V3:(Light truck(van, mini‐van, pickup, sport utility)) V1: W / V2: W / V3: WClear 19‐879‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic) / V3:(Collision with motor vehicle in traffic)4759297 BARNSTABLE 09/30/2019Property damage only (none injured) 8:23 AM No Apparent Injury (O) 2 Local police 45‐54 55‐64 D1: (Unknown) / D2: (Unknown) Daylight Angle Dry 0 0V1: Travelling straight ahead / V2: Travelling straight aheadV1:(Passenger car) / V2:(Passenger car) V1: S / V2: WClear 19‐952‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4759302 BARNSTABLE 10/05/2019Property damage only (none injured) 4:31 PM No Apparent Injury (O) 2 Local police 55‐64 >84D1: (No improper driving) / D2: (Glare),(Failure to keep in proper lane or running off road) Daylight Angle Dry 0 0V1: Travelling straight ahead / V2: Turning rightV1:(Light truck(van, mini‐van, pickup, sport utility)) / V2:(Light truck(van, mini‐van, pickup, sport utility)) V1: E / V2: W Clear/Unknown 19‐963‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)Route 28 (Falmouth Road) at Phinney's Lane 4779013 BARNSTABLE 11/19/2019Property damage only (none injured) 9:15 AM No Apparent Injury (O) 3 Local police 35‐44 65‐74D1: (Distracted) / D2: (No improper driving) / D3: (No improper driving) Daylight Rear‐end Wet 0 0V1: Travelling straight ahead / V2: Slowing or stopped in traffic / V3: Slowing or stopped in trafficV1:(Passenger car) / V2:(Passenger car) / V3:(Passenger car) V1: E / V2: E / V3: E Cloudy 19‐1130‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic) / V3:(Collision with motor vehicle in traffic)4791919 BARNSTABLE 12/18/2019Property damage only (none injured) 2:55 PM No Apparent Injury (O) 2 Local police 18‐20 45‐54D1: (Inattention) / D2: (No improper driving) Daylight Angle Dry 0 0V1: Entering traffic lane / V2: Travelling straight aheadV1:(Passenger car) / V2:(Passenger car) V1: E / V2: N Cloudy 19‐1235‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4824281 BARNSTABLE 02/22/2020Property damage only (none injured) 12:17 PM No Apparent Injury (O) 2 Local police 75‐84 75‐84D1: (No improper driving) / D1: (No improper driving) / D2: (No improper driving) Daylight Sideswipe, same direction Dry 0 0V1: Travelling straight ahead / V2: Travelling straight aheadV1:(Passenger car) / V2:(Passenger car) V1: N / V2: NClear 20‐148‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4834464 BARNSTABLE 03/14/2020 Non‐fatal injury 11:05 PM Possible Injury (C) 2 Local police 35‐44 55‐64D1: (Operating vehicle in erratic, reckless, careless, negligent or aggressive manner) / D2: (No improper driving) Dark ‐ lighted roadway Angle Dry 0 3V1: Travelling straight ahead / V2: Turning leftV1:(Passenger car) / V2:(Passenger car) V1: W / V2: N Cloudy/Clear 20‐209‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4834915 BARNSTABLE 02/28/2020 Non‐fatal injury 9:39 AM Possible Injury (C) 1 Local police 45‐54 45‐54 D1: (Unknown) Daylight Rear‐end Dry 0 1 V1: Slowing or stopped in traffic V1:(Passenger car) V1: WClear 20‐168‐AC V1:(Collision with motor vehicle in traffic)4836625 BARNSTABLE 04/04/2020Property damage only (none injured) 1:09 PM No Apparent Injury (O) 2 Local police 65‐74 65‐74D1: (Operating vehicle in erratic, reckless, careless, negligent or aggressive manner) / D2: (No improper driving) Daylight Angle Wet 0 0 V1: Backing / V2: ParkedV1:(Light truck(van, mini‐van, pickup, sport utility)) / V2:(Passenger car) V1: S / V2: N Cloudy/Rain 20‐224‐ACV1:(Collision with parked motor vehicle) / V2:(Collision with motor vehicle in traffic)4838265 BARNSTABLE 04/21/2020Property damage only (none injured) 7:26 AM No Apparent Injury (O) 2 Local police 55‐64 55‐64 D1: (Unknown) / D2: (Unknown) Daylight Angle Dry 0 0V1: Travelling straight ahead / V2: Travelling straight aheadV1:(Light truck(van, mini‐van, pickup, sport utility)) / V2:(Passenger car) V1: E / V2: NClear 20‐242‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4866299 BARNSTABLE 07/30/2020 Non‐fatal injury 6:44 PM Possible Injury (C) 2 Local police 35‐44 55‐64D1: (No improper driving) / D2: (Unknown) Daylight Rear‐end Dry 0 1V1: Slowing or stopped in traffic / V2: Travelling straight aheadV1:(Passenger car) / V2:(Passenger car) V1: E / V2: E Clear/Unknown 20‐484‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4869373 BARNSTABLE 08/12/2020Property damage only (none injured) 6:47 PM No Apparent Injury (O) 2 Local police 18‐20 45‐54D1: (Distracted) / D2: (No improper driving) Daylight Rear‐end Dry 0 0V1: Travelling straight ahead / V2: Travelling straight aheadV1:(Passenger car) / V2:(Passenger car) V1: E / V2: EClear 20‐531‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4875528 BARNSTABLE 08/30/2020 Non‐fatal injury 6:51 PM Suspected Serious Injury (A) 3 Local police 25‐34 >84D1: (Operating vehicle in erratic, reckless, careless, negligent or aggressive manner),(Failed to yield right of way) / D2: (No improper driving) / D3: (No improper driving) Dusk Head‐on Dry 0 2V1: Turning left / V2: Travelling straight ahead / V3: Travelling straight aheadV1:(Passenger car) / V2:(Motorcycle) / V3:(Motorcycle) V1: N / V2: S / V3: SClear 20‐605‐AC V1:(Other) / V2:(Other) / V3:(Other)4878988 BARNSTABLE 09/11/2020Property damage only (none injured) 3:22 PM No Apparent Injury (O) 2 Local police 65‐74 75‐84D1: (Disregarded traffic signs, signals, road markings) / D2: (No improper driving) Daylight Angle Dry 0 0V1: Travelling straight ahead / V2: Travelling straight aheadV1:(Passenger car) / V2:(Passenger car) V1: N / V2: EClear 20‐635‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4883482 BARNSTABLE 09/27/2020Property damage only (none injured) 12:08 AM No Apparent Injury (O) 2 Local police 25‐34 35‐44D1: (Inattention),(Failed to yield right of way) / D2: (No improper driving) Dark ‐ lighted roadway Angle Dry 0 0V1: Travelling straight ahead / V2: Turning leftV1:(Light truck(van, mini‐van, pickup, sport utility)) / V2:(Passenger car) V1: W / V2: SClear 20‐676‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4898746 BARNSTABLE 11/10/2020 Non‐fatal injury 6:16 AM Possible Injury (C) 2 Local police 45‐54 45‐54D1: (Failure to keep in proper lane or running off road) / D2: (No improper driving) Daylight Sideswipe, same direction Dry 0 1V1: Travelling straight ahead / V2: Travelling straight aheadV1:(Passenger car) / V2:(Passenger car) V1: W / V2: WClear 20‐801‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4932073 BARNSTABLE 02/08/2021 Non‐fatal injury 3:33 PM Possible Injury (C) 2 Local police 55‐64 >84D1: (Other improper action) / D2: (No improper driving) Daylight Rear‐end Dry 0 2 V1: Backing / V2: ParkedV1:(Passenger car) / V2:(Passenger car) V1: W / V2: EClear 21‐97‐ACV1:(Collision with parked motor vehicle) / V2:(Collision with motor vehicle in traffic)4961472 BARNSTABLE 05/10/2021Property damage only (none injured) 5:12 PM No Apparent Injury (O) 2 Local police 25‐34 45‐54D1: (No improper driving) / D2: (Followed too closely) Daylight Rear‐end Dry 0 0V1: Travelling straight ahead / V2: Travelling straight aheadV1:(Passenger car) / V2:(Light truck(van, mini‐van, pickup, sport utility)) V1: W / V2: WClear 21‐328‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4987066 BARNSTABLE 07/19/2021Property damage only (none injured) 9:16 AM No Apparent Injury (O) 3 Local police 45‐54 65‐74D1: (Inattention) / D2: (No improper driving) / D3: (No improper driving) Daylight Unknown Dry 0 0V1: Travelling straight ahead / V2: Travelling straight ahead / V3: Travelling straight aheadV1:(Passenger car) / V2:(Passenger car) / V3:(Passenger car) V1: N / V2: N / V3: SClear 21‐565‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic) / V3:(Collision with motor vehicle in traffic)Crash Number City Town Name Crash Date Crash Severity Crash TimeMax Injury Severity Reported Number of Vehicles Police Agency TypeAge of Driver ‐ Youngest KnownAge of Driver ‐ Oldest KnownDriver Contributing Circumstances (All Drivers) Light Conditions Manner of CollisionNon‐Motorist Type (All Persons)Road Surface Condition Total FatalitiesTotal Non‐Fatal InjuriesVehicle Actions Prior to Crash (All Vehicles) Vehicle Configuration (All Vehicles)Vehicle Travel Directions (All Vehicles)Weather Conditions Crash Report IDs Most Harmful Event (All Vehicles)Street Number RoadwayNear Intersection Roadway4491433 BARNSTABLE 01/06/2018 Non‐fatal injury 8:58 PMNon‐fatal injury ‐ Non‐incapacitating 1 Local police 55‐64 55‐64 D1: (Unknown) Dark ‐ lighted roadway Single vehicle crash Dry 0 1 V1: Travelling straight ahead V1:(Passenger car) V1: S Clear/Cloudy 18‐31‐AC V1:(Collision with utility pole)4578584 BARNSTABLE 08/02/2018Property damage only (none injured) 11:02 AM No injury 2 Local police 45‐54 65‐74 D1: (Inattention) / D2: (Inattention) Daylight Angle Dry 0 0V1: Entering traffic lane / V2: Leaving traffic laneV1:(Passenger car) / V2:(Passenger car) V1: N / V2: WClear 18‐744‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4767795 BARNSTABLE 10/27/2019Property damage only (none injured) 2:54 PM No Apparent Injury (O) 2 Local police 55‐64 55‐64D1: (Operating vehicle in erratic, reckless, careless, negligent or aggressive manner) / D2: (No improper driving) Daylight Angle Wet 0 0V1: Turning right / V2: Slowing or stopped in trafficV1:(Passenger car) / V2:(Passenger car) V1: S / V2: ERain 19‐1051‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4849161 BARNSTABLE 06/05/2020 Non‐fatal injury 6:21 PM Suspected Minor Injury (B) 2 Local police 16‐17 45‐54D1: (No improper driving) / D2: (Other improper action) Daylight Head‐on Dry 0 2V1: Travelling straight ahead / V2: Travelling straight aheadV1:(Passenger car) / V2:(Passenger car) V1: E / V2: WClear 20‐324‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4922001 BARNSTABLE 01/16/2021Property damage only (none injured) 11:52 AM No Apparent Injury (O) 1 Local police 16‐17 16‐17 D1: (Over‐correcting/over‐steering) Daylight Single vehicle crash Wet 0 0 V1: Turning left V1:(Passenger car) V1: NRain 21‐38‐AC V1:(Collision with tree)4993528 BARNSTABLE 08/05/2021 Non‐fatal injury 1:09 PM Possible Injury (C) 2 Local police 18‐20 75‐84 D1: (Unknown) / D2: (Unknown) DaylightSideswipe, opposite direction Wet 0 1V1: Turning left / V2: Slowing or stopped in trafficV1:(Passenger car) / V2:(Passenger car) V1: W / V2: E Cloudy/Rain 21‐625‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)5042598 BARNSTABLE 09/20/2021Property damage only (none injured) 11:54 AM No Apparent Injury (O) 2 Local police 65‐74 65‐74D1: (Made an improper turn) / D2: (No improper driving) Daylight Head‐on Dry 0 0V1: Turning left / V2: Travelling straight aheadV1:(Passenger car) / V2:(Passenger car) V1: N / V2: SClear 21‐793‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)Crash Number City Town Name Crash Date Crash Severity Crash TimeMax Injury Severity Reported Number of Vehicles Police Agency TypeAge of Driver ‐ Youngest KnownAge of Driver ‐ Oldest KnownDriver Contributing Circumstances (All Drivers) Light Conditions Manner of CollisionNon‐Motorist Type (All Persons)Road Surface Condition Total FatalitiesTotal Non‐Fatal InjuriesVehicle Actions Prior to Crash (All Vehicles) Vehicle Configuration (All Vehicles)Vehicle Travel Directions (All Vehicles)Weather Conditions Crash Report IDs Most Harmful Event (All Vehicles)Street Number RoadwayNear Intersection Roadway4313937 BARNSTABLE 01/05/2017Property damage only (none injured) 12:58 PM No injury 1 Local police 25‐34 25‐34 D1: (Operating defective equipment) Daylight Single vehicle crash Dry 0 0 V1: Travelling straight aheadV1:(Light truck(van, mini‐van, pickup, sport utility)) V1: SClear 17‐13‐AC V1:(Collision with tree)Crash Number City Town Name Crash Date Crash Severity Crash TimeMax Injury Severity Reported Number of Vehicles Police Agency TypeAge of Driver ‐ Youngest KnownAge of Driver ‐ Oldest KnownDriver Contributing Circumstances (All Drivers) Light Conditions Manner of CollisionNon‐Motorist Type (All Persons)Road Surface Condition Total FatalitiesTotal Non‐Fatal InjuriesVehicle Actions Prior to Crash (All Vehicles) Vehicle Configuration (All Vehicles)Vehicle Travel Directions (All Vehicles)Weather Conditions Crash Report IDs Most Harmful Event (All Vehicles)Street Number RoadwayNear Intersection Roadway4307419 BARNSTABLE 01/04/2017 Non‐fatal injury 9:58 PMNon‐fatal injury ‐ Non‐incapacitating 1 Local police 16‐17 16‐17D1: (Inattention),(Operating vehicle in erratic, reckless, careless, negligent or aggressive manner) Dark ‐ lighted roadway Single vehicle crash Dry 0 1 V1: Travelling straight ahead V1:(Passenger car) V1: WClear 17‐10‐AC V1:(Collision with tree)Crash Number City Town Name Crash Date Crash Severity Crash TimeMax Injury Severity Reported Number of Vehicles Police Agency TypeAge of Driver ‐ Youngest KnownAge of Driver ‐ Oldest KnownDriver Contributing Circumstances (All Drivers) Light Conditions Manner of CollisionNon‐Motorist Type (All Persons)Road Surface Condition Total FatalitiesTotal Non‐Fatal InjuriesVehicle Actions Prior to Crash (All Vehicles) Vehicle Configuration (All Vehicles)Vehicle Travel Directions (All Vehicles)Weather Conditions Crash Report IDs Most Harmful Event (All Vehicles)Street Number RoadwayNear Intersection RoadwayPhinney's Lane at Great Marsh Road Great Marsh Road at Juniper Road/Site DrivewayGreat Marsh Road at Point of Pines Avenue/Driveway Great Marsh Road at Shootflying Hill Road 4435884 BARNSTABLE 09/03/2017Property damage only (none injured) 1:12 PM No injury 2 Local police 55‐64 75‐84D1: (Inattention),(Failed to yield right of way) / D2: (No improper driving) Daylight Angle Dry 0 0V1: Travelling straight ahead / V2: Travelling straight aheadV1:(Passenger car) / V2:(Passenger car) V1: S / V2: EClear 17‐884‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4499981 BARNSTABLE 02/10/2018 Non‐fatal injury 5:41 PM Non‐fatal injury ‐ Possible 2 Local police 45‐54 65‐74D1: (Disregarded traffic signs, signals, road markings) / D2: (No improper driving) Dark ‐ roadway not lighted Angle Wet 0 1V1: Slowing or stopped in traffic / V2: Travelling straight aheadV1:(Passenger car) / V2:(Passenger car) V1: N / V2: WRain 18‐140‐ACV1:(Collision with tree) / V2:(Collision with motor vehicle in traffic)4545101 BARNSTABLE 05/09/2018Property damage only (none injured) 5:18 PM No injury 2 Local police 21‐24 65‐74D1: (No improper driving) / D2: (Disregarded traffic signs, signals, road markings),(Operating vehicle in erratic, reckless, careless, negligent or aggressive manner) Daylight Angle Dry 0 0V1: Travelling straight ahead / V2: Travelling straight aheadV1:(Passenger car) / V2:(Passenger car) V1: W / V2: S Clear/Unknown 18‐395‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4585202 BARNSTABLE 08/16/2018Property damage only (none injured) 4:38 PM No injury 2 Local police 21‐24 45‐54 D1: (Unknown) / D2: (Unknown) Daylight Angle Dry 0 0V1: Travelling straight ahead / V2: Travelling straight aheadV1:(Light truck(van, mini‐van, pickup, sport utility)) / V2:(Passenger car) V1: W / V2: SClear 18‐802‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4591274 BARNSTABLE 09/04/2018Property damage only (none injured) 11:54 AM No injury 2 Local police 55‐64 65‐74 D1: (Unknown) / D2: (Unknown) Daylight Angle Dry 0 0 V1: Other / V2: OtherV1:(Passenger car) / V2:(Passenger car) V1: S / V2: WClear 18‐860‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4654313 BARNSTABLE 01/17/2019Property damage only (none injured) 12:01 PM No injury 2 Local police 65‐74 >84D1: (Inattention),(Disregarded traffic signs, signals, road markings) / D2: (No improper driving) Daylight Angle Dry 0 0V1: Travelling straight ahead / V2: Travelling straight aheadV1:(Passenger car) / V2:(Passenger car) V1: S / V2: WClear 19‐36‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4661260 BARNSTABLE 01/29/2019Property damage only (none injured) 5:42 PM No injury 2 Local police 35‐44 45‐54 D1: (Unknown) / D2: (Unknown) Dark ‐ lighted roadway Angle Dry 0 0V1: Travelling straight ahead / V2: Travelling straight aheadV1:(Passenger car) / V2:(Passenger car) V1: W / V2: NClear 19‐69‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4707570 BARNSTABLE 05/16/2019Property damage only (none injured) 1:27 PM No Apparent Injury (O) 3 Local police 16‐17 45‐54D1: (Disregarded traffic signs, signals, road markings),(Inattention) / D2: (No improper driving) / D3: (No improper driving) Daylight Angle Dry 0 0V1: Travelling straight ahead / V2: Travelling straight ahead / V3: Slowing or stopped in trafficV1:(Passenger car) / V2:(Passenger car) / V3:(Light truck(van, mini‐van, pickup, sport utility)) V1: N / V2: W / V3: SClear 19‐389‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic) / V3:(Collision with motor vehicle in traffic)4779612 BARNSTABLE 11/20/2019Property damage only (none injured) 12:33 PM No Apparent Injury (O) 2 Local police 35‐44 75‐84D1: (No improper driving) / D2: (Failed to yield right of way) Daylight Rear‐end Wet 0 0V1: Travelling straight ahead / V2: Travelling straight aheadV1:(Passenger car) / V2:(Passenger car) V1: W / V2: S Cloudy/Rain 19‐1137‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)Crash Number City Town Name Crash Date Crash Severity Crash TimeMax Injury Severity Reported Number of Vehicles Police Agency TypeAge of Driver ‐ Youngest KnownAge of Driver ‐ Oldest KnownDriver Contributing Circumstances (All Drivers) Light Conditions Manner of CollisionNon‐Motorist Type (All Persons)Road Surface Condition Total FatalitiesTotal Non‐Fatal InjuriesVehicle Actions Prior to Crash (All Vehicles) Vehicle Configuration (All Vehicles)Vehicle Travel Directions (All Vehicles)Weather Conditions Crash Report IDs Most Harmful Event (All Vehicles)Street Number RoadwayNear Intersection Roadway4485584 BARNSTABLE 01/08/2018Property damage only (none injured) 1:54 PM No injury 2 Local police 55‐64 75‐84D1: (Failed to yield right of way) / D2: (No improper driving) Daylight Angle Wet 0 0V1: Turning right / V2: Travelling straight aheadV1:(Light truck(van, mini‐van, pickup, sport utility)) / V2:(Passenger car) V1: W / V2: N Cloudy 18‐39‐ACV1:(Collision with motor vehicle in traffic) / V2:(Collision with motor vehicle in traffic)4648698 BARNSTABLE 12/07/2018 Non‐fatal injury 5:10 AMNon‐fatal injury ‐ Non‐incapacitating 1 Local police 45‐54 45‐54 D1: (No improper driving) Dark ‐ lighted roadway Single vehicle crash Ice 0 1 V1: Travelling straight aheadV1:(Light truck(van, mini‐van, pickup, sport utility)) V1: S Cloudy 18‐1169‐AC V1:(Collision with tree)4671387 BARNSTABLE 03/02/2019 Non‐fatal injury 10:29 AMNon‐fatal injury ‐ Non‐incapacitating 2 Local police 35‐44 65‐74D1: (No improper driving) / D2: (Failure to keep in proper lane or running off road) Daylight Angle Snow 0 2V1: Travelling straight ahead / V2: Travelling straight aheadV1:(Passenger car) / V2:(Passenger car) V1: S / V2: N Snow/Cloudy 19‐173‐ACV1:(Collision with tree) / V2:(Collision with motor vehicle in traffic)4864698 BARNSTABLE 07/23/2020Property damage only (none injured) 12:41 AM No Apparent Injury (O) 1 Local police 18‐20 18‐20 D1: (Over‐correcting/over‐steering) Dark ‐ lighted roadway Single vehicle crash Dry 0 0 V1: Travelling straight ahead V1:(Passenger car) V1: SClear 20‐453‐AC V1:(Collision with tree)4950648 BARNSTABLE 04/08/2021Property damage only (none injured) 9:08 PM No Apparent Injury (O) 1 Local police 25‐34 25‐34D1: (Operating vehicle in erratic, reckless, careless, negligent or aggressive manner),(Failure to keep in proper lane or running off road) Dark ‐ lighted roadway Single vehicle crash Dry 0 0 V1: Leaving traffic lane V1:(Passenger car) V1: N Cloudy/Unknown 21‐247‐ACV1:(Collision with highway traffic sign post)4993501 BARNSTABLE 07/09/2021Property damage only (none injured) 2:08 PM No Apparent Injury (O) 1 Local police 35‐44 35‐44 D1: (No improper driving) Daylight Single vehicle crash Wet 0 0 V1: Travelling straight ahead V1:(Passenger car) V1: W Cloudy/Rain 21‐537‐AC V1:(Collision with tree)Great Marsh Road/Driveway at Old Stage Road CITY/TOWN : Barnstable COUNT DATE : DISTRICT : 5 UNSIGNALIZED :SIGNALIZED :x 0.57 0.75 ~ INTERSECTION DATA ~ MAJOR STREET :Falmouth Road (Route 28) MINOR STREET(S) :Phinney's Lane Phinney's Lane North Route 28 Route 28 Phinney's Lane PEAK HOUR VOLUMES 12345 EB WB NB SB 1,165 1,007 235 385 2,792 0.087 32,092 46 # OF YEARS :5AVERAGE # OF CRASHES PER YEAR ( A ) :9.20 0.79 RATE = Comments : MassDOT Crash Data (2017‐2021), "k" factor from August 2025 ATR on Phinney's Lane, north of Great Marsh Road from 4:15‐5:15 PM Project Title & Date: 16798.00 195 Phinney's Lane (Label Approaches) INTERSECTION CRASH RATE WORKSHEET August 2025 INTERSECTION DIAGRAM TOTAL # OF CRASHES : CRASH RATE CALCULATION :( A * 1,000,000 ) ( V * 365 ) APPROACH :Total Peak Hourly Approach VolumeDIRECTION : PEAK HOURLY VOLUMES (AM/PM) : " K " FACTOR :INTERSECTION ADT ( V ) = TOTAL DAILY APPROACH VOLUME : CITY/TOWN : Barnstable COUNT DATE : DISTRICT : 5 UNSIGNALIZED :x SIGNALIZED : 0.57 0.75 ~ INTERSECTION DATA ~ MAJOR STREET :Great Marsh Road MINOR STREET(S) :Phinney's Lane Phinney's Lane North Great Marsh Road Phinney's Lane PEAK HOUR VOLUMES 12345 EB WB NB SB 150 370 500 1,020 0.087 11,724 7# OF YEARS :5AVERAGE # OF CRASHES PER YEAR ( A ) :1.40 0.33 RATE = Comments : MassDOT Crash Data (2017‐2021), "k" factor from August 2025 ATR on Phinney's Lane, north of Great Marsh Road from 4:15‐5:15 PM Project Title & Date: 16798.00 195 Phinney's Lane TOTAL # OF CRASHES : CRASH RATE CALCULATION :( A * 1,000,000 ) ( V * 365 ) APPROACH :Total Peak Hourly Approach VolumeDIRECTION : PEAK HOURLY VOLUMES (AM/PM) : " K " FACTOR :INTERSECTION ADT ( V ) = TOTAL DAILY APPROACH VOLUME : (Label Approaches) INTERSECTION CRASH RATE WORKSHEET August 2025 INTERSECTION DIAGRAM CITY/TOWN : Barnstable COUNT DATE : DISTRICT : 5 UNSIGNALIZED :x SIGNALIZED : 0.57 0.75 ~ INTERSECTION DATA ~ MAJOR STREET :Great Marsh Road MINOR STREET(S) :Juniper Road Juniper Road North Great Marsh Road Great Marsh Road PEAK HOUR VOLUMES 12345 EB WB NB SB 156 202 5 363 0.100 3,630 1# OF YEARS :5AVERAGE # OF CRASHES PER YEAR ( A ) :0.20 0.15 RATE = Comments : MassDOT Crash Data (2017‐2021), "k" factor from August 2025 ATR on Great Marsh Road, east of Juniper Road from 4:30‐5:30 PM Project Title & Date: 16798.00 195 Phinney's Lane TOTAL # OF CRASHES : CRASH RATE CALCULATION :( A * 1,000,000 ) ( V * 365 ) APPROACH :Total Peak Hourly Approach VolumeDIRECTION : PEAK HOURLY VOLUMES (AM/PM) : " K " FACTOR :INTERSECTION ADT ( V ) = TOTAL DAILY APPROACH VOLUME : (Label Approaches) INTERSECTION CRASH RATE WORKSHEET August 2025 INTERSECTION DIAGRAM CITY/TOWN : Barnstable COUNT DATE : DISTRICT : 5 UNSIGNALIZED :x SIGNALIZED : 0.57 0.75 ~ INTERSECTION DATA ~ MAJOR STREET :Great Marsh Road MINOR STREET(S) :Point of Pines Avenue Point of Pines Avenue North Great Marsh Road Great Marsh Road PEAK HOUR VOLUMES 12345 EB WB NB SB 150 205 10 365 0.100 3,650 1# OF YEARS :5AVERAGE # OF CRASHES PER YEAR ( A ) :0.20 0.15 RATE = Comments : MassDOT Crash Data (2017‐2021), "k" factor from August 2025 ATR on Great Marsh Road, east of Juniper Road from 4:30‐5:30 PM Project Title & Date: 16798.00 195 Phinney's Lane (Label Approaches) INTERSECTION CRASH RATE WORKSHEET August 2025 INTERSECTION DIAGRAM TOTAL # OF CRASHES : CRASH RATE CALCULATION :( A * 1,000,000 ) ( V * 365 ) APPROACH :Total Peak Hourly Approach VolumeDIRECTION : PEAK HOURLY VOLUMES (AM/PM) : " K " FACTOR :INTERSECTION ADT ( V ) = TOTAL DAILY APPROACH VOLUME : CITY/TOWN : Barnstable COUNT DATE : DISTRICT : 5 UNSIGNALIZED :x SIGNALIZED : 0.57 0.75 ~ INTERSECTION DATA ~ MAJOR STREET :Great Marsh Road MINOR STREET(S) :Shootflying Hill Road Shootflying Hill Road North Great Marsh Road Great Marsh Road Shootflying Hill Road PEAK HOUR VOLUMES 12345 EB WB NB SB 90 195 67 120 472 0.100 4,720 9# OF YEARS :5AVERAGE # OF CRASHES PER YEAR ( A ) :1.80 1.04 RATE = Comments : MassDOT Crash Data (2017‐2021), "k" factor from August 2025 ATR on Great Marsh Road, east of Juniper Road from 4:30‐5:30 PM Project Title & Date: 16798.00 195 Phinney's Lane TOTAL # OF CRASHES : CRASH RATE CALCULATION :( A * 1,000,000 ) ( V * 365 ) APPROACH :Total Peak Hourly Approach VolumeDIRECTION : PEAK HOURLY VOLUMES (AM/PM) : " K " FACTOR :INTERSECTION ADT ( V ) = TOTAL DAILY APPROACH VOLUME : (Label Approaches) INTERSECTION CRASH RATE WORKSHEET August 2025 INTERSECTION DIAGRAM CITY/TOWN : Barnstable COUNT DATE : DISTRICT : 5 UNSIGNALIZED :x SIGNALIZED : 0.57 0.75 ~ INTERSECTION DATA ~ MAJOR STREET :Old Stage Road MINOR STREET(S) :Phinney's Lane Phinney's Lane North Driveway Great Marsh Road PEAK HOUR VOLUMES 12345 EB WB NB SB 160 601 530 1,291 0.100 12,910 6# OF YEARS :5AVERAGE # OF CRASHES PER YEAR ( A ) :1.20 0.25 RATE = Comments : MassDOT Crash Data (2017‐2021), "k" factor from August 2025 ATR on Great Marsh Road, east of Juniper Road from 4:30‐5:30 PM Project Title & Date: 16798.00 195 Phinney's Lane TOTAL # OF CRASHES : CRASH RATE CALCULATION :( A * 1,000,000 ) ( V * 365 ) APPROACH :Total Peak Hourly Approach VolumeDIRECTION : PEAK HOURLY VOLUMES (AM/PM) : " K " FACTOR :INTERSECTION ADT ( V ) = TOTAL DAILY APPROACH VOLUME : (Label Approaches) INTERSECTION CRASH RATE WORKSHEET August 2025 INTERSECTION DIAGRAM Intersection Capacity Analyses Background Project Volumes Town of Barnstable Ref: 15934.00 October 11, 2023 Page 3 \\vhb\gbl\proj\Wat-TE\16163.00 Bayridge Res Development\docs\memos\Traffic Memo.docx Table 1 Trip Generation Summary Residential Vehicle Trips a Weekday Morning Peak Hour Enter 1 Exit 5 Total 6 Weekday Evening Peak Hour Enter 4 Exit 3 Total 7 Saturday Midday Peak Hour Enter 3 Exit 3 Total 6 a.Trip Generation estimate based ITE LUC 220(Multi-Family Housing Low rise) for 14 units. As shown in Table 1, the development is expected to generate approximately 6 trips (1 entering/ 5 exiting) during the weekday morning peak hour, 7 trips (4 entering/ 3 exiting) during the evening peak hour, and 6 trips (3 entering/ 3 exiting) during the Saturday midday peak hour. Page 1 of 1 TRAFFIC GROWTH CALCULATIONS - PEAK SEASON Project Name:195 Phinney's Lane Project No:16798.00 Location:Centerville, MA Date:8/5/2025 AM PM AM PM AM PM AM PM AM PM 1. Route 28 at Phinney's Lane Route 28 (Falmouth Road)EB L 3 1 3 1 EB T 1 2 5 1 1 4 6 EB R Route 28 (Falmouth Road)WB U WB L WB T 6 4 1 1 7 5 WB R Phinney's Lane NB L NB T NB R Phinney's Lane SB L SB T SB R 2. Phinney's Lane at Great Marsh Road Great Marsh Road EB L 2 1 2 1 EB R Phinney's Lane NB L NB T 3 1 3 1 Phinney's Lane SB T 1 2 1 2 SB R 2 1 2 1 3. Great Marsh Road at Juniper Road/Site Driveway Great Marsh Road EB L EB T 2 1 2 1 EB R Great Marsh Road WB L WB T 2 1 2 1 WB R Site Driveway NB L NB T NB R Juniper Road SB L SB T SB R 4. Great Marsh Road at Point of Pines Avenue Great Marsh Road EB L EB T 2 1 2 1 EB R Great Marsh Road WB L WB T 2 1 2 1 WB R Driveway NB L NB T NB R Point of Pines Avenue SB L SB T SB R 5. Great Marsh Road at Shootflying Hill Road Great Marsh Road EB L EB T 2 1 2 1 EB R Great Marsh Road WB L WB T 2 1 2 1 WB R Shootflying Hill Road NB L NB T NB R Shootflying Hill Road SB L SB T SB R 6. Great Marsh Road at Old Stage Road/Driveway Driveway EB L EB T EB R Great Marsh Road WB L WB T WB R 2 1 2 1 Old Stage Road NB L NB T 2 1 2 1 NB R Old Stage Road SB L 2 1 2 1 SB T 1 2 1 1 2 3 SB R INTERSECTION MOVEMENT TOTAL BACKGROUND DEVELOPMENTS900 Old Stage Road 421 West Main Street1600 Falmouth Road 850 Falmouth Road BACKGROUND DEVELOPMENTS \\mawald\0787001\ssheets\Traffic\Volumes_Centerville, Volumes-peak season 8/15/2025 VHB 8/15/2025, 10:44 AM Trip Generation Projections ITE TRIP GENERATION WORKSHEET(11th Edition, Updated 2021)LANDUSE:Single-Family Detached HousingLANDUSE CODE:210 Independent Variable --- Number of Dwelling UnitsSETTING/LOCATION:General Urban / SuburbanJOB NAME:195 Phinney's Lane19dwelling unitsJOB NUMBER:16798.00RATES:Total Trip Ends Independent Variable Range# Studies R^2 Average Low High Average Low High Enter ExitDAILY 174 0.95 9.43 4.45 22.61 246 10 2,945 50% 50%AM PEAK OF GENERATOR 169 0.91 0.75 0.34 2.27 217 10 2,945 26% 74%PM PEAK OF GENERATOR 178 0.92 0.99 0.49 2.98 203 10 2,945 64% 36%AM PEAK (ADJACENT ST) 192 0.90 0.70 0.27 2.27 226 10 2,945 26% 74%PM PEAK (ADJACENT ST) 208 0.92 0.94 0.35 2.98 248 10 2,945 63% 37%TRIPS:BY AVERAGEBY REGRESSIONTotal Enter Exit Total Enter ExitDAILY 180 90 90 220 110 110AM PEAK OF GENERATOR1441121 5 15PM PEAK OF GENERATOR1912722 14 8AM PEAK (ADJACENT ST)13 3 10 16 4 12PM PEAK (ADJACENT ST)18 11 7 21 13 8RATES:Total Trip EndsIndependent Variable Range# Studies R^2 Average Low High Average Low High Enter ExitDAILY 63 0.91 9.48 3.36 16.52 179 15 1,000 50% 50%PEAK OF GENERATOR420.890.920.411.781521564454%46%TRIPS:BY AVERAGEBY REGRESSIONTotal Enter Exit Total Enter ExitDAILY 182 91 91 192 96 96PEAK OF GENERATOR 17 9 8 26 14 12RATES:Total Trip Ends Independent Variable Range# Studies R^2 Average Low High Average Low High Enter ExitDAILY 60 0.94 8.48 2.61 16.44 186 15 1,000 50% 50%PEAK OF GENERATOR400.920.830.361.671631564453%47%TRIPS:BY AVERAGEBY REGRESSIONTotal Enter Exit Total Enter ExitDAILY 162 81 81 100 50 50PEAK OF GENERATOR 16 8 7 20 11 9Directional DistributionDirectional DistributionDirectional DistributionWEEKDAYSATURDAYSUNDAY Land Use: 210 Single-Family Detached Housing Description A single-family detached housing site includes any single-family detached home on an individual lot. A typical site surveyed is a suburban subdivision. Specialized Land Use Data have been submitted for several single-family detached housing developments with homes that are commonly referred to as patio homes. A patio home is a detached housing unit that is located on a small lot with little (or no) front or back yard. In some subdivisions, communal maintenance of outside grounds is provided for the patio homes. The three patio home sites total 299 dwelling units with overall weighted average trip generation rates of 5.35 vehicle trips per dwelling unit for weekday, 0.26 for the AM adjacent street peak hour, and 0.47 for the PM adjacent street peak hour. These patio home rates based on a small sample of sites are lower than those for single-family detached housing (Land Use 210), lower than those for single-family attached housing (Land Use 251), and higher than those for senior adult housing -- single-family (Land Use 251). Further analysis of this housing type will be conducted in a future edition of Trip Generation Manual. Additional Data The technical appendices provide supporting information on time-of-day distributions for this land use. The appendices can be accessed through either the ITETripGen web app or the trip generation resource page on the ITE website (https://www.ite.org/technical-resources/topics/trip- and-parking-generation/). For 30 of the study sites, data on the number of residents and number of household vehicles are available. The overall averages for the 30 sites are 3.6 residents per dwelling unit and 1.5 vehicles per dwelling unit. The sites were surveyed in the 1980s, the 1990s, the 2000s, and the 2010s in Arizona, California, Connecticut, Delaware, Illinois, Indiana, Kentucky, Maryland, Massachusetts, Minnesota, Montana, New Jersey, North Carolina, Ohio, Ontario (CAN), Oregon, Pennsylvania, South Carolina, South Dakota, Tennessee, Vermont, Virginia, and West Virginia. Source Numbers 100, 105, 114, 126, 157, 167, 177, 197, 207, 211, 217, 267, 275, 293, 300, 319, 320, 356, 357, 367, 384, 387, 407, 435, 522, 550, 552, 579, 598, 601, 603, 614, 637, 711, 716, 720, 728, 735, 868, 869, 903, 925, 936, 1005, 1007, 1008, 1010, 1033, 1066, 1077,1078, 1079 218 Trip Generation Manual 11th Edition • Volume 3 Single-Family Detached Housing(210) Vehicle Trip Ends vs:Dwelling Units On a:Weekday Setting/Location:General Urban/Suburban Number of Studies:174 Avg.Num.of Dwelling Units:246 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 9.43 4.45 -22.61 2.13 Data Plot and Equation 0 1000 2000 30000 10000 20000 30000 Average RateStudySiteFittedCurve Fitted Curve Equation:Ln(T)=0.92 Ln(X)+2.68 R²=0.95 X =Number of Dwelling UnitsT = Trips Ends219General Urban/Suburban and Rural (Land Uses 000–399) Single-Family Detached Housing(210) Vehicle Trip Ends vs:Dwelling Units On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location:General Urban/Suburban Number of Studies:192 Avg.Num.of Dwelling Units:226 Directional Distribution:26%entering,74%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.70 0.27 -2.27 0.24 Data Plot and Equation 0 1000 2000 30000 1000 2000 Average RateStudySiteFittedCurve Fitted Curve Equation:Ln(T)=0.91 Ln(X)+0.12 R²=0.90 X =Number of Dwelling UnitsT = Trips Ends220 Trip Generation Manual 11th Edition • Volume 3 Single-Family Detached Housing(210) Vehicle Trip Ends vs:Dwelling Units On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location:General Urban/Suburban Number of Studies:208 Avg.Num.of Dwelling Units:248 Directional Distribution:63%entering,37%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.94 0.35 -2.98 0.31 Data Plot and Equation 0 1000 2000 30000 1000 2000 3000 Average RateStudySiteFittedCurve Fitted Curve Equation:Ln(T)=0.94 Ln(X)+0.27 R²=0.92 X =Number of Dwelling UnitsT = Trips Ends221General Urban/Suburban and Rural (Land Uses 000–399) Single-Family Detached Housing(210) Vehicle Trip Ends vs:Dwelling Units On a:Weekday, AM Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:169 Avg.Num.of Dwelling Units:217 Directional Distribution:26%entering,74%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.75 0.34 -2.27 0.25 Data Plot and Equation 0 1000 2000 30000 1000 2000 Average RateStudySiteFittedCurve Fitted Curve Equation:T =0.71(X)+7.23 R²=0.91 X =Number of Dwelling UnitsT = Trips Ends222 Trip Generation Manual 11th Edition • Volume 3 Single-Family Detached Housing(210) Vehicle Trip Ends vs:Dwelling Units On a:Weekday, PM Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:178 Avg.Num.of Dwelling Units:203 Directional Distribution:64%entering,36%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.99 0.49 -2.98 0.28 Data Plot and Equation 0 1000 20000 1000 2000 Average RateStudySiteFittedCurve Fitted Curve Equation:Ln(T)=0.93 Ln(X)+0.36 R²=0.92 X =Number of Dwelling UnitsT = Trips Ends223General Urban/Suburban and Rural (Land Uses 000–399) Single-Family Detached Housing(210) Vehicle Trip Ends vs:Dwelling Units On a:Saturday Setting/Location:General Urban/Suburban Number of Studies:63 Avg.Num.of Dwelling Units:179 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 9.48 3.36 -16.52 2.26 Data Plot and Equation 0 1000 20000 2000 4000 6000 8000 Average RateStudySiteFittedCurve Fitted Curve Equation:Ln(T)=0.97 Ln(X)+2.40 R²=0.91 X =Number of Dwelling UnitsT = Trips Ends224 Trip Generation Manual 11th Edition • Volume 3 Single-Family Detached Housing(210) Vehicle Trip Ends vs:Dwelling Units On a:Saturday,Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:42 Avg.Num.of Dwelling Units:152 Directional Distribution:54%entering,46%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.92 0.41 -1.78 0.27 Data Plot and Equation 0 200 400 600 8000 200 400 600 Average RateStudySiteFittedCurve Fitted Curve Equation:T =0.86(X)+9.72 R²=0.89 X =Number of Dwelling UnitsT = Trips Ends225General Urban/Suburban and Rural (Land Uses 000–399) Single-Family Detached Housing(210) Vehicle Trip Ends vs:Dwelling Units On a:Sunday Setting/Location:General Urban/Suburban Number of Studies:60 Avg.Num.of Dwelling Units:186 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 8.48 2.61 -16.44 1.74 Data Plot and Equation 0 1000 20000 2000 4000 6000 8000 10000 Average RateStudySiteFittedCurve Fitted Curve Equation:T =8.86(X)-70.09 R²=0.94 X =Number of Dwelling UnitsT = Trips Ends226 Trip Generation Manual 11th Edition • Volume 3 Single-Family Detached Housing(210) Vehicle Trip Ends vs:Dwelling Units On a:Sunday,Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:40 Avg.Num.of Dwelling Units:162 Directional Distribution:53%entering,47%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.83 0.36 -1.67 0.19 Data Plot and Equation 0 200 400 600 8000 200 400 600 Average RateStudySiteFittedCurve Fitted Curve Equation:T =0.80(X)+4.76 R²=0.92 X =Number of Dwelling UnitsT = Trips Ends227General Urban/Suburban and Rural (Land Uses 000–399) Single-Family Detached Housing(210) Vehicle Trip Ends vs:Residents On a:Weekday Setting/Location:General Urban/Suburban Number of Studies:30 Avg.Num.of Residents:810 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per Resident Average Rate Range of Rates Standard Deviation 2.65 1.56 -5.62 0.64 Data Plot and Equation 0 1000 2000 3000 40000 2000 4000 6000 8000 10000 Average RateStudySiteFittedCurve Fitted Curve Equation:Ln(T)=0.89 Ln(X)+1.72 R²=0.96 X =Number of ResidentsT = Trips Ends228 Trip Generation Manual 11th Edition • Volume 3 Single-Family Detached Housing(210) Vehicle Trip Ends vs:Residents On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location:General Urban/Suburban Number of Studies:21 Avg.Num.of Residents:1100 Directional Distribution:31%entering,69%exiting Vehicle Trip Generation per Resident Average Rate Range of Rates Standard Deviation 0.21 0.12 -0.42 0.08 Data Plot and Equation 0 1000 2000 3000 40000 1000 2000 Average RateStudySiteFittedCurve Fitted Curve Equation:Ln(T)=0.97 Ln(X)-1.43 R²=0.88 X =Number of ResidentsT = Trips Ends229General Urban/Suburban and Rural (Land Uses 000–399) Single-Family Detached Housing(210) Vehicle Trip Ends vs:Residents On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location:General Urban/Suburban Number of Studies:21 Avg.Num.of Residents:1083 Directional Distribution:66%entering,34%exiting Vehicle Trip Generation per Resident Average Rate Range of Rates Standard Deviation 0.28 0.12 -0.60 0.08 Data Plot and Equation 0 1000 2000 3000 40000 1000 2000 Average RateStudySiteFittedCurve Fitted Curve Equation:T =0.27(X)+9.67 R²=0.89 X =Number of ResidentsT = Trips Ends230 Trip Generation Manual 11th Edition • Volume 3 Single-Family Detached Housing(210) Vehicle Trip Ends vs:Residents On a:Weekday, AM Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:22 Avg.Num.of Residents:1073 Directional Distribution:30%entering,70%exiting Vehicle Trip Generation per Resident Average Rate Range of Rates Standard Deviation 0.21 0.12 -0.42 0.08 Data Plot and Equation 0 1000 2000 3000 40000 1000 2000 Average RateStudySiteFittedCurve Fitted Curve Equation:Ln(T)=0.96 Ln(X)-1.39 R²=0.88 X =Number of ResidentsT = Trips Ends231General Urban/Suburban and Rural (Land Uses 000–399) Single-Family Detached Housing(210) Vehicle Trip Ends vs:Residents On a:Weekday, PM Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:21 Avg.Num.of Residents:1083 Directional Distribution:66%entering,34%exiting Vehicle Trip Generation per Resident Average Rate Range of Rates Standard Deviation 0.28 0.12 -0.60 0.08 Data Plot and Equation 0 1000 2000 3000 40000 1000 2000 Average RateStudySiteFittedCurve Fitted Curve Equation:T =0.27(X)+9.67 R²=0.89 X =Number of ResidentsT = Trips Ends232 Trip Generation Manual 11th Edition • Volume 3 Single-Family Detached Housing(210) Vehicle Trip Ends vs:Residents On a:Saturday Setting/Location:General Urban/Suburban Number of Studies:14 Avg.Num.of Residents:1085 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per Resident Average Rate Range of Rates Standard Deviation 2.48 1.43 -3.63 0.46 Data Plot and Equation 0 1000 2000 3000 40000 2000 4000 6000 8000 Average RateStudySiteFittedCurve Fitted Curve Equation:T =2.32(X)+183.13 R²=0.96 X =Number of ResidentsT = Trips Ends233General Urban/Suburban and Rural (Land Uses 000–399) Single-Family Detached Housing(210) Vehicle Trip Ends vs:Residents On a:Saturday,Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:11 Avg.Num.of Residents:875 Directional Distribution:54%entering,46%exiting Vehicle Trip Generation per Resident Average Rate Range of Rates Standard Deviation 0.27 0.19 -0.41 0.08 Data Plot and Equation 0 1000 2000 30000 200 400 600 Average RateStudySiteFittedCurve Fitted Curve Equation:T =0.19(X)+69.16 R²=0.91 X =Number of ResidentsT = Trips Ends234 Trip Generation Manual 11th Edition • Volume 3 Single-Family Detached Housing(210) Vehicle Trip Ends vs:Residents On a:Sunday Setting/Location:General Urban/Suburban Number of Studies:14 Avg.Num.of Residents:1085 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per Resident Average Rate Range of Rates Standard Deviation 2.42 1.62 -3.16 0.43 Data Plot and Equation 0 1000 2000 3000 40000 2000 4000 6000 8000 10000 Average RateStudySiteFittedCurve Fitted Curve Equation:Ln(T)=0.96 Ln(X)+1.17 R²=0.96 X =Number of ResidentsT = Trips Ends235General Urban/Suburban and Rural (Land Uses 000–399) Single-Family Detached Housing(210) Vehicle Trip Ends vs:Residents On a:Sunday,Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:12 Avg.Num.of Residents:870 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per Resident Average Rate Range of Rates Standard Deviation 0.25 0.19 -0.35 0.05 Data Plot and Equation 0 1000 2000 30000 200 400 600 Average RateStudySiteFittedCurve Fitted Curve Equation:Ln(T)=0.83 Ln(X)-0.23 R²=0.98 X =Number of ResidentsT = Trips Ends236 Trip Generation Manual 11th Edition • Volume 3 ITE TRIP GENERATION WORKSHEET(11th Edition, Updated 2021)LANDUSE:Multifamily Housing (Mid-Rise) - Not Close to Rail Transit: 4-10 storiesLANDUSE CODE:221 Independent Variable --- Number of Dwelling UnitsSETTING/LOCATION:General Urban/Suburban JOB NAME:195 Phinney's Lane36dwelling unitsJOB NUMBER:16798.00RATES:Total Trip Ends Independent Variable Range# Studies R^2 Average Low High Average Low High Enter ExitDAILY 11 0.93 4.54 3.76 5.40 201 60 330 50% 50%AM PEAK OF GENERATOR 23 0.89 0.35 0.13 0.53 226 21 1,168 26% 74%PM PEAK OF GENERATOR 22 0.93 0.39 0.19 0.60 221 21 1,168 60% 40%AM PEAK (ADJACENT ST) 30 0.91 0.37 0.15 0.53 173 26 490 23% 77%PM PEAK (ADJACENT ST) 31 0.91 0.39 0.19 0.57 169 26 490 61% 39%TRIPS:BY AVERAGEBY REGRESSIONTotal Enter Exit Total Enter ExitDAILY 164 82 82 126 63 63AM PEAK OF GENERATOR133917 5 13PM PEAK OF GENERATOR148627 16 11AM PEAK (ADJACENT ST)13 3 10 4 1 3PM PEAK (ADJACENT ST)14 9 5 14 9 6RATES:Total Trip EndsIndependent Variable Range# Studies R^2 Average Low High Average Low High Enter ExitDAILY 5 0.91 4.57 4.03 5.31 250 140 330 50% 50%PEAK OF GENERATOR50.920.390.340.4325014033051%49%TRIPS:BY AVERAGEBY REGRESSIONTotal Enter Exit Total Enter ExitDAILY 166 83 83 184 92 92PEAK OF GENERATOR 14 7 7 14 7 7RATES:Total Trip Ends Independent Variable Range# Studies R^2 Average Low High Average Low High Enter ExitDAILY 5 0.85 3.77 3.06 4.24 250 140 330 50% 50%PEAK OF GENERATOR50.790.320.260.4225014033055%45%TRIPS:BY AVERAGEBY REGRESSIONTotal Enter Exit Total Enter ExitDAILY 136 68 68 150 75 75PEAK OF GENERATOR 12 6 5 30 17 14Directional DistributionDirectional DistributionDirectional DistributionWEEKDAYSATURDAYSUNDAY 273 Land Use: 221 Multifamily Housing (Mid-Rise) Description Mid-rise multifamily housing includes apartments and condominiums located in a building that has between four and 10 floors of living space. Access to individual dwelling units is through an outside building entrance, a lobby, elevator, and a set of hallways. Multifamily housing (low-rise) (Land Use 220), multifamily housing (high-rise) (Land Use 222), off- campus student apartment (mid-rise) (Land Use 226), and mid-rise residential with ground-floor commercial (Land Use 231) are related land uses. Land Use Subcategory Data are presented for two subcategories for this land use: (1) not close to rail transit and (2) close to rail transit. A site is considered close to rail transit if the walking distance between the residential site entrance and the closest rail transit station entrance is ½ mile or less. Additional Data For the six sites for which both the number of residents and the number of occupied dwelling units were available, there were an average of 2.5 residents per occupied dwelling unit. For the five sites for which the numbers of both total dwelling units and occupied dwelling units were available, an average of 96 percent of the total dwelling units were occupied. The technical appendices provide supporting information on time-of-day distributions for this land use. The appendices can be accessed through either the ITETripGen web app or the trip generation resource page on the ITE website (https://www.ite.org/technical-resources/topics/trip- and-parking-generation/). It is expected that the number of bedrooms and number of residents are likely correlated to the trips generated by a residential site. To assist in future analysis, trip generation studies of all multifamily housing should attempt to obtain information on occupancy rate and on the mix of residential unit sizes (i.e., number of units by number of bedrooms at the site complex). The sites were surveyed in the 1990s, the 2000s, the 2010s, and the 2020s in Alberta (CAN), California, District of Columbia, Florida, Georgia, Illinois, Maryland, Massachusetts, Minnesota, Montana, New Jersey, New York, Ontario (CAN), Oregon, Utah, and Virginia. Source Numbers 168, 188, 204, 305, 306, 321, 818, 857, 862, 866, 901, 904, 910, 949, 951, 959, 963, 964, 966, 967, 969, 970, 1004, 1014, 1022, 1023, 1025, 1031, 1032, 1035, 1047, 1056, 1057, 1058, 1071, 1076 General Urban/Suburban and Rural (Land Uses 000–399) Multifamily Housing (Mid-Rise)Not Close to Rail Transit (221) Vehicle Trip Ends vs:Dwelling Units On a:Weekday Setting/Location:General Urban/Suburban Number of Studies:11 Avg.Num.of Dwelling Units:201 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 4.54 3.76 -5.40 0.51 Data Plot and Equation 0 100 200 300 4000 1000 2000 Average RateStudySiteFittedCurve Fitted Curve Equation:T =4.77(X)-46.46 R²=0.93 X =Number of Dwelling UnitsT = Trips Ends274 Trip Generation Manual 11th Edition • Volume 3 Multifamily Housing (Mid-Rise)Not Close to Rail Transit (221) Vehicle Trip Ends vs:Dwelling Units On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location:General Urban/Suburban Number of Studies:30 Avg.Num.of Dwelling Units:173 Directional Distribution:23%entering,77%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.37 0.15 -0.53 0.09 Data Plot and Equation 0 100 200 300 400 5000 100 200 300 Average RateStudySiteFittedCurve Fitted Curve Equation:T =0.44(X)-11.61 R²=0.91 X =Number of Dwelling UnitsT = Trips Ends275General Urban/Suburban and Rural (Land Uses 000–399) Multifamily Housing (Mid-Rise)Not Close to Rail Transit (221) Vehicle Trip Ends vs:Dwelling Units On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location:General Urban/Suburban Number of Studies:31 Avg.Num.of Dwelling Units:169 Directional Distribution:61%entering,39%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.39 0.19 -0.57 0.08 Data Plot and Equation 0 100 200 300 400 5000 100 200 Average RateStudySiteFittedCurve Fitted Curve Equation:T =0.39(X)+0.34 R²=0.91 X =Number of Dwelling UnitsT = Trips Ends276 Trip Generation Manual 11th Edition • Volume 3 Multifamily Housing (Mid-Rise)Not Close to Rail Transit (221) Vehicle Trip Ends vs:Dwelling Units On a:Weekday, AM Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:23 Avg.Num.of Dwelling Units:226 Directional Distribution:26%entering,74%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.35 0.13 -0.53 0.11 Data Plot and Equation 0 1000 20000 100 200 300 400 Average RateStudySiteFittedCurve Fitted Curve Equation:T =0.32(X)+5.84 R²=0.89 X =Number of Dwelling UnitsT = Trips Ends277General Urban/Suburban and Rural (Land Uses 000–399) Multifamily Housing (Mid-Rise)Not Close to Rail Transit (221) Vehicle Trip Ends vs:Dwelling Units On a:Weekday, PM Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:22 Avg.Num.of Dwelling Units:221 Directional Distribution:60%entering,40%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.39 0.19 -0.60 0.10 Data Plot and Equation 0 1000 20000 100 200 300 400 Average RateStudySiteFittedCurve Fitted Curve Equation:T =0.32(X)+15.57 R²=0.93 X =Number of Dwelling UnitsT = Trips Ends278 Trip Generation Manual 11th Edition • Volume 3 Multifamily Housing (Mid-Rise)Not Close to Rail Transit (221) Vehicle Trip Ends vs:Dwelling Units On a:Saturday Setting/Location:General Urban/Suburban Number of Studies:5 Avg.Num.of Dwelling Units:250 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 4.57 4.03 -5.31 0.46 Data Plot and Equation 0 100 200 300 4000 1000 2000 Average RateStudySiteFittedCurve Fitted Curve Equation:Ln(T)=0.94 Ln(X)+1.84 R²=0.91 X =Number of Dwelling UnitsT = Trips Ends279General Urban/Suburban and Rural (Land Uses 000–399) Multifamily Housing (Mid-Rise)Not Close to Rail Transit (221) Vehicle Trip Ends vs:Dwelling Units On a:Saturday,Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:5 Avg.Num.of Dwelling Units:250 Directional Distribution:51%entering,49%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.39 0.34 -0.43 0.04 Data Plot and Equation 0 100 200 300 4000 100 200 Average RateStudySiteFittedCurve Fitted Curve Equation:Ln(T)=1.00 Ln(X)-0.91 R²=0.92 X =Number of Dwelling UnitsT = Trips Ends280 Trip Generation Manual 11th Edition • Volume 3 Multifamily Housing (Mid-Rise)Not Close to Rail Transit (221) Vehicle Trip Ends vs:Dwelling Units On a:Sunday Setting/Location:General Urban/Suburban Number of Studies:5 Avg.Num.of Dwelling Units:250 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 3.77 3.06 -4.24 0.48 Data Plot and Equation 0 100 200 300 4000 1000 2000 Average RateStudySiteFittedCurve Fitted Curve Equation:Ln(T)=0.94 Ln(X)+1.63 R²=0.85 X =Number of Dwelling UnitsT = Trips Ends281General Urban/Suburban and Rural (Land Uses 000–399) Multifamily Housing (Mid-Rise)Not Close to Rail Transit (221) Vehicle Trip Ends vs:Dwelling Units On a:Sunday,Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:5 Avg.Num.of Dwelling Units:250 Directional Distribution:55%entering,45%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.32 0.26 -0.42 0.05 Data Plot and Equation 0 100 200 300 4000 100 200 Average RateStudySiteFittedCurve Fitted Curve Equation:T =0.24(X)+21.51 R²=0.79 X =Number of Dwelling UnitsT = Trips Ends282 Trip Generation Manual 11th Edition • Volume 3 Multifamily Housing (Mid-Rise)Not Close to Rail Transit (221) Vehicle Trip Ends vs:Residents On a:Weekday Setting/Location:General Urban/Suburban Number of Studies:1 Avg.Num.of Residents:386 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per Resident Average Rate Range of Rates Standard Deviation 2.28 2.28 -2.28 *** Data Plot and Equation Caution –Small Sample Size 0 100 200 300 4000 200 400 600 800 1000 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of ResidentsT = Trips Ends283General Urban/Suburban and Rural (Land Uses 000–399) Multifamily Housing (Mid-Rise)Not Close to Rail Transit (221) Vehicle Trip Ends vs:Residents On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location:General Urban/Suburban Number of Studies:1 Avg.Num.of Residents:386 Directional Distribution:20%entering,80%exiting Vehicle Trip Generation per Resident Average Rate Range of Rates Standard Deviation 0.22 0.22 -0.22 *** Data Plot and Equation Caution –Small Sample Size 0 100 200 300 4000 20 40 60 80 100 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of ResidentsT = Trips Ends284 Trip Generation Manual 11th Edition • Volume 3 Multifamily Housing (Mid-Rise)Not Close to Rail Transit (221) Vehicle Trip Ends vs:Residents On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location:General Urban/Suburban Number of Studies:1 Avg.Num.of Residents:386 Directional Distribution:64%entering,36%exiting Vehicle Trip Generation per Resident Average Rate Range of Rates Standard Deviation 0.19 0.19 -0.19 *** Data Plot and Equation Caution –Small Sample Size 0 100 200 300 4000 20 40 60 80 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of ResidentsT = Trips Ends285General Urban/Suburban and Rural (Land Uses 000–399) Multifamily Housing (Mid-Rise)Not Close to Rail Transit (221) Vehicle Trip Ends vs:Residents On a:Weekday, AM Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:1 Avg.Num.of Residents:386 Directional Distribution:20%entering,80%exiting Vehicle Trip Generation per Resident Average Rate Range of Rates Standard Deviation 0.22 0.22 -0.22 *** Data Plot and Equation Caution –Small Sample Size 0 100 200 300 4000 20 40 60 80 100 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of ResidentsT = Trips Ends286 Trip Generation Manual 11th Edition • Volume 3 Multifamily Housing (Mid-Rise)Not Close to Rail Transit (221) Vehicle Trip Ends vs:Residents On a:Weekday, PM Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:1 Avg.Num.of Residents:386 Directional Distribution:64%entering,36%exiting Vehicle Trip Generation per Resident Average Rate Range of Rates Standard Deviation 0.23 0.23 -0.23 *** Data Plot and Equation Caution –Small Sample Size 0 100 200 300 4000 20 40 60 80 100 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of ResidentsT = Trips Ends287General Urban/Suburban and Rural (Land Uses 000–399) Multifamily Housing (Mid-Rise)Not Close to Rail Transit (221) Vehicle Trip Ends vs:Residents On a:Saturday Setting/Location:General Urban/Suburban Number of Studies:1 Avg.Num.of Residents:386 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per Resident Average Rate Range of Rates Standard Deviation 2.44 2.44 -2.44 *** Data Plot and Equation Caution –Small Sample Size 0 100 200 300 4000 200 400 600 800 1000 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of ResidentsT = Trips Ends288 Trip Generation Manual 11th Edition • Volume 3 Multifamily Housing (Mid-Rise)Not Close to Rail Transit (221) Vehicle Trip Ends vs:Residents On a:Saturday,Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:1 Avg.Num.of Residents:386 Directional Distribution:53%entering,47%exiting Vehicle Trip Generation per Resident Average Rate Range of Rates Standard Deviation 0.21 0.21 -0.21 *** Data Plot and Equation Caution –Small Sample Size 0 100 200 300 4000 20 40 60 80 100 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of ResidentsT = Trips Ends289General Urban/Suburban and Rural (Land Uses 000–399) Multifamily Housing (Mid-Rise)Not Close to Rail Transit (221) Vehicle Trip Ends vs:Residents On a:Sunday Setting/Location:General Urban/Suburban Number of Studies:1 Avg.Num.of Residents:386 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per Resident Average Rate Range of Rates Standard Deviation 1.86 1.86 -1.86 *** Data Plot and Equation Caution –Small Sample Size 0 100 200 300 4000 200 400 600 800 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of ResidentsT = Trips Ends290 Trip Generation Manual 11th Edition • Volume 3 Multifamily Housing (Mid-Rise)Not Close to Rail Transit (221) Vehicle Trip Ends vs:Residents On a:Sunday,Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:1 Avg.Num.of Residents:386 Directional Distribution:62%entering,38%exiting Vehicle Trip Generation per Resident Average Rate Range of Rates Standard Deviation 0.16 0.16 -0.16 *** Data Plot and Equation Caution –Small Sample Size 0 100 200 300 4000 20 40 60 80 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of ResidentsT = Trips Ends291General Urban/Suburban and Rural (Land Uses 000–399) Multifamily Housing (Mid-Rise)Not Close to Rail Transit (221) Walk+Bike+Transit Trip Ends vs:Dwelling Units On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location:General Urban/Suburban Number of Studies:7 Avg.Num.of Dwelling Units:159 Directional Distribution:27%entering,73%exiting Walk+Bike+Transit Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.06 0.03 -0.13 0.04 Data Plot and Equation 0 100 200 300 400 5000 10 20 30 40 Average RateStudySiteFittedCurve Fitted Curve Equation:Ln(T)=0.94 Ln(X)-2.60 R²=0.81 X =Number of Dwelling UnitsT = Trips Ends292 Trip Generation Manual 11th Edition • Volume 3 Multifamily Housing (Mid-Rise)Not Close to Rail Transit (221) Walk+Bike+Transit Trip Ends vs:Dwelling Units On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location:General Urban/Suburban Number of Studies:8 Avg.Num.of Dwelling Units:148 Directional Distribution:55%entering,45%exiting Walk+Bike+Transit Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.07 0.00 -0.31 0.05 Data Plot and Equation 0 100 200 300 400 5000 10 20 30 Average RateStudySiteFittedCurve Fitted Curve Equation:T =0.05(X)+3.52 R²=0.62 X =Number of Dwelling UnitsT = Trips Ends293General Urban/Suburban and Rural (Land Uses 000–399) Multifamily Housing (Mid-Rise)Not Close to Rail Transit (221) Walk+Bike+Transit Trip Ends vs:Dwelling Units On a:Weekday, AM Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:5 Avg.Num.of Dwelling Units:246 Directional Distribution:Not Available Walk+Bike+Transit Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.07 0.00 -0.12 0.05 Data Plot and Equation 0 200 400 6000 20 40 60 80 Average RateStudySiteFittedCurve Fitted Curve Equation:T =0.09(X)-3.79 R²=0.68 X =Number of Dwelling UnitsT = Trips Ends294 Trip Generation Manual 11th Edition • Volume 3 Multifamily Housing (Mid-Rise)Not Close to Rail Transit (221) Walk+Bike+Transit Trip Ends vs:Dwelling Units On a:Weekday, PM Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:5 Avg.Num.of Dwelling Units:246 Directional Distribution:Not Available Walk+Bike+Transit Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.12 0.03 -0.31 0.08 Data Plot and Equation 0 200 400 6000 100 200 Average RateStudySiteFittedCurve Fitted Curve Equation:T =0.13(X)-1.85 R²=0.61 X =Number of Dwelling UnitsT = Trips Ends295General Urban/Suburban and Rural (Land Uses 000–399) Multifamily Housing (Mid-Rise)Close to Rail Transit (221) Vehicle Trip Ends vs:Dwelling Units On a:Weekday Setting/Location:General Urban/Suburban Number of Studies:2 Avg.Num.of Dwelling Units:393 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 4.75 4.72 -4.79 *** Data Plot and Equation Caution –Small Sample Size 0 100 200 300 400 5000 1000 2000 3000 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of Dwelling UnitsT = Trips Ends296 Trip Generation Manual 11th Edition • Volume 3 Multifamily Housing (Mid-Rise)Close to Rail Transit (221) Vehicle Trip Ends vs:Dwelling Units On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location:General Urban/Suburban Number of Studies:7 Avg.Num.of Dwelling Units:139 Directional Distribution:56%entering,44%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.32 0.18 -0.45 0.09 Data Plot and Equation 0 100 200 3000 20 40 60 80 100 Average RateStudySiteFittedCurve Fitted Curve Equation:T =0.31(X)+1.06 R²=0.74 X =Number of Dwelling UnitsT = Trips Ends297General Urban/Suburban and Rural (Land Uses 000–399) Multifamily Housing (Mid-Rise)Close to Rail Transit (221) Vehicle Trip Ends vs:Dwelling Units On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location:General Urban/Suburban Number of Studies:7 Avg.Num.of Dwelling Units:139 Directional Distribution:43%entering,57%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.29 0.16 -0.35 0.05 Data Plot and Equation 0 100 200 3000 20 40 60 80 Average RateStudySiteFittedCurve Fitted Curve Equation:T =0.29(X)-0.09 R²=0.89 X =Number of Dwelling UnitsT = Trips Ends298 Trip Generation Manual 11th Edition • Volume 3 Multifamily Housing (Mid-Rise)Close to Rail Transit (221) Vehicle Trip Ends vs:Dwelling Units On a:Weekday, AM Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:2 Avg.Num.of Dwelling Units:130 Directional Distribution:38%entering,62%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.36 0.36 -0.36 *** Data Plot and Equation Caution –Small Sample Size 0 100 2000 20 40 60 80 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of Dwelling UnitsT = Trips Ends299General Urban/Suburban and Rural (Land Uses 000–399) Multifamily Housing (Mid-Rise)Close to Rail Transit (221) Vehicle Trip Ends vs:Dwelling Units On a:Weekday, PM Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:2 Avg.Num.of Dwelling Units:130 Directional Distribution:75%entering,25%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.45 0.35 -0.49 *** Data Plot and Equation Caution –Small Sample Size 0 100 2000 20 40 60 80 100 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of Dwelling UnitsT = Trips Ends300 Trip Generation Manual 11th Edition • Volume 3 Multifamily Housing (Mid-Rise)Close to Rail Transit (221) Walk+Bike+Transit Trip Ends vs:Dwelling Units On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location:General Urban/Suburban Number of Studies:5 Avg.Num.of Dwelling Units:163 Directional Distribution:57%entering,43%exiting Walk+Bike+Transit Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.13 0.06 -0.42 0.10 Data Plot and Equation 0 100 200 3000 10 20 30 40 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of Dwelling UnitsT = Trips Ends301General Urban/Suburban and Rural (Land Uses 000–399) Multifamily Housing (Mid-Rise)Close to Rail Transit (221) Walk+Bike+Transit Trip Ends vs:Dwelling Units On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location:General Urban/Suburban Number of Studies:5 Avg.Num.of Dwelling Units:163 Directional Distribution:42%entering,58%exiting Walk+Bike+Transit Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.12 0.06 -0.29 0.09 Data Plot and Equation 0 100 200 3000 10 20 30 40 50 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of Dwelling UnitsT = Trips Ends302 Trip Generation Manual 11th Edition • Volume 3 Multifamily Housing (Mid-Rise)Close to Rail Transit (221) Walk+Bike+Transit Trip Ends vs:Dwelling Units On a:Weekday, AM Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:1 Avg.Num.of Dwelling Units:180 Directional Distribution:Not Available Walk+Bike+Transit Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.06 0.06 -0.06 *** Data Plot and Equation Caution –Small Sample Size 0 100 2000 10 20 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of Dwelling UnitsT = Trips Ends303General Urban/Suburban and Rural (Land Uses 000–399) Multifamily Housing (Mid-Rise)Close to Rail Transit (221) Walk+Bike+Transit Trip Ends vs:Dwelling Units On a:Weekday, PM Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:1 Avg.Num.of Dwelling Units:180 Directional Distribution:Not Available Walk+Bike+Transit Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.06 0.06 -0.06 *** Data Plot and Equation Caution –Small Sample Size 0 100 2000 10 20 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of Dwelling UnitsT = Trips Ends304 Trip Generation Manual 11th Edition • Volume 3 Intersection Capacity Analyses Home to Work State/U.S. Island Area/Foreign Country County MCD Route 28 West Route 28 East Old Stage Road North Phinneys Lane North Phinneys Lane South Total CHECK Route 28 West Route 28 East Old Stage Road North Phinneys Lane North Phinneys Lane South Total Column1 Column2 Column3 Column4 Column5 Column6 Column7 Column8 Column9 Column10 Column11 Column12 Column122 Column13 Column14 Column15 Column16 Column17 Column18 Column182 Column19 MA Barnstable County Barnstable Town city 10351 53% 1 6.3% 6.3% 10% 50% 5% 30% 5% 100% 0.6% 3.1% 0.3% 1.9% 0.3% 6.3% MA Barnstable County Bourne town 480 2% 1 6.3% 12.5% 50% 50%100% 3.1% 0.0% 3.1% 0.0% 0.0% 6.3% MA Barnstable County Brewster town 340 2% 1 6.3% 18.8%100% 100% 0.0% 0.0% 0.0% 6.3% 0.0% 6.3% MA Barnstable County Chatham town 340 2% 1 6.3% 25.0% 50% 50% 100% 0.0% 3.1% 0.0% 3.1% 0.0% 6.3% MA Barnstable County Dennis town 840 4% 1 6.3% 31.3% 50% 50% 100% 0.0% 3.1% 0.0% 3.1% 0.0% 6.3% MA Barnstable County Eastham town 150 1% 1 6.3% 37.5%100% 100% 0.0% 0.0% 0.0% 6.3% 0.0% 6.3% MA Barnstable County Falmouth town 1071 5% 1 6.3% 43.8% 100%100% 6.3% 0.0% 0.0% 0.0% 0.0% 6.3% MA Barnstable County Harwich town 630 3% 1 6.3% 50.0% 50% 50% 100% 0.0% 3.1% 0.0% 3.1% 0.0% 6.3% MA Barnstable County Mashpee town 720 4% 1 6.3% 56.3% 40% 30% 30% 100% 2.5% 0.0% 1.9% 0.0% 1.9% 6.3% MA Barnstable County Orleans town 355 2% 1 6.3% 62.5% 50% 50% 100% 0.0% 3.1% 0.0% 3.1% 0.0% 6.3% MA Barnstable County Provincetown town 150 1% 1 6.3% 68.8%100% 100% 0.0% 0.0% 0.0% 6.3% 0.0% 6.3% MA Barnstable County Sandwich town 920 5% 1 6.3% 75.0%100%100% 0.0% 0.0% 6.3% 0.0% 0.0% 6.3% MA Barnstable County Yarmouth town 2605 13% 1 6.3% 81.3% 50% 50% 100% 0.0% 3.1% 0.0% 3.1% 0.0% 6.3% MA Middlesex County Stoneham town 190 1% 1 6.3% 87.5%100%100% 0.0% 0.0% 6.3% 0.0% 0.0% 6.3% MA Plymouth County Plymouth town 255 1% 1 6.3% 93.8%100%100% 0.0% 0.0% 6.3% 0.0% 0.0% 6.3% MA Suffolk County Boston city 190 1% 1 6.3% 100.0%100%100% 0.0% 0.0% 6.3% 0.0% 0.0% 6.3% Totals 19,587 1 16 100.0%12.5%18.8%30.3%36.3%2.2%100.0% 0 13.0%19.0%30.0%36.0%2.0%100.0% Workplace Cumulative Total Count Adjustment Percentage1 Adjusted Count Percent of Total Cumulative Total Total of Residence Site Generated Vehicle Volume Networks SSignalized Intersectionxx(xx)= Entering Trips= Exiting Trips( )( ) ( ) ()() S28Ph i n n e y ' s L a n e Ph i n n e y ' s L a n e Ju n i p e r R o a d Sit e D r i v e w a y Poi n t o f P i n e s Av e n u e Dri v e w a y Great Marsh RoadShootfl y i n g H i l l Road Shootfl y i n g H i l l Road Falmouth Road28Old Stage RoadOld Stage RoadFalmouth RoadGreat Marsh RoadNNot to Scale\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Graphics\Traffic Study\Traffic Study Figures.dwg 195 Phinney’s Lane | Centerville, MA2032 Build Conditions Weekday Morning Peak Hour Site Generated Vehicle Volumes SSignalized Intersectionxx(xx)= Entering Trips= Exiting Trips( ) ( )() () ()() S28Ph i n n e y ' s L a n e Ph i n n e y ' s L a n e Ju n i p e r R o a d Sit e D r i v e w a y Poi n t o f P i n e s Av e n u e Dri v e w a y Great Marsh RoadShootfl y i n g H i l l Road Shootfl y i n g H i l l Road Falmouth Road28Old Stage RoadOld Stage RoadFalmouth RoadGreat Marsh RoadNNot to Scale\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Graphics\Traffic Study\Traffic Study Figures.dwg 195 Phinney’s Lane | Centerville, MA2032 Build Conditions Weekday Evening Peak Hour Site Generated Vehicle Volumes Sight Distance Worksheets Stopping Sight Distance and Intersection Sight Distance Calculator [v0.97] Based on 'A Policy on Geometric Design of Highways and Streets', AASHTO, 2004 Complete three sections - Sections I, II, and III - on the 'Summary' tab Read Section IV for guidance Enter data into cells shaded in light green only Review/adjust all drop-down values Ideally: Effort should be made to meet or exceed the desirable ISD measurement. Minimally: Every intersection must meet the required SSD measurement, which in turn will equal the minimum ISD requirement. Values in cyan cells are calculated, based on the guidelines in the 2004 AASHTO 'Greenbook' You may want to adjust the zoom percentage for a comfortable viewing area \\vhb.com\gbl\proj\Wat-TS\16772.00\05_Work\MA_TPO\Technical\Traffic\Sight Distance\AASHTO_sight_distance_great marsh at phinneys last revised: 2006.06.13 Stopping Sight Distance and Intersection Sight Distance Calculator [v0.97] Based on 'A Policy on Geometric Design of Highways and Streets', AASHTO, 2004 B1 B2 B3 F Note: (left turn from minor road) ISD - Intersection sight distance is the distance that is based on the time required for perception, reaction and completion of the desired critical exiting maneuver [typically, a left turn] once the driver on a minor street approach [or a site drive] decides to execute the maneuver. Calculation for the critical ISD includes the time to [1] turn left, and to clear the near half of the intersection without conflicting with the vehicles approaching from the left; and [2] upon turning left, to accelerate to the operating speed on the roadway without causing approaching vehicles on the main road to unduly reduce their speed. In this context, ISD can be considered as a desirable visibility criterion for the safe operation of an unsignalized intersection. 'unduly': When intersection sight distances in conformance with B1, B2, and B3 are available, most drivers on the major street should not need to reduce their speed to less than 70% of their initial speed (right turn from the minor road) (crossing maneuver from the minor road) SSD - Stopping sight distance is the distance required for a vehicle approaching an intersection from either direction to perceive, react, and come to a complete stop before colliding with the exiting vehicle from a driveway. In this respect, SSD can be considered as the minimum visibility criterion for the safe operation of an unsignalized intersection. (left turns from the major road) Required ISD is the distance to a vehicle on the major street (either to the left or the right), required for a stopped vehicle on the side street to safely turn left, accelerate, and complete a left turn without unduly interfering with the major street traffic operations. Sight distances shown for case B1 should be provided in both directions for all minor street approaches with no turn restrictions. Required ISD is the distance to a vehicle on the major street (to the left), required for a stopped vehicle on the side street to safely turn right, accelerate, and complete a right turn without unduly interfering with the major street traffic operations. Case B2 is sufficient only if left turns are restricted out of the minor street approach. Use Case B1 if left turns are allowed from the minor street approach. Required ISD is the distance to a vehicle on the major street, required for a stopped vehicle on the side street to safely cross the major street without unduly interfering with the major street traffic operations. Case B3 is sufficient only if left turns are restricted out of the minor street approach. Use Case B1 if left turns are allowed from the minor street approach. Required ISD is the distance to a vehicle on the major street required for an opposing, left-turning vehicle on the major street to safely complete a left turn without unduly interfering with the opposing major street traffic operations AASHTO_sight_distance_great marsh at phinneys last revised: 2006.06.13 Stopping Sight Distance and Intersection Sight Distance Calculator [v0.97] Based on 'A Policy on Geometric Design of Highways and Streets', AASHTO, 2004 Section I Section III Project Information ISD and SSD Calculations (rounded up to the next highest 5 feet) [sources: SSD - AASHTO, pp.110-117; ISD - AASHTO, pp. 650 - 664] Project Number: 16772.00 Analyst: VHB/AES Cases are described in detail on subsequent pages. In summary… City/Town, State: Waltham, MA B1: left turn from minor road, from stop control Location: Winter Street at Client: B2: right turn from minor road, from stop control 245 Winter Street Driveway B3: crossing maneuver from minor road, from stop control, assuming left- and right turns Street Names and Directions Street Notes are not permitted [otherwise, case B1 or B2 would supercede] Major Street name: Phinney's Lane Minor Street name: Great Marsh Road EB/WB Desirable Calculated… Condition Met? Minor Street intersects from the: … ISD, case B1: 410 Yes … ISD, case B2: 345 No The minor street predominantly serves…… ISD, case B3: 355 Yes Sight distance location intersection is…[note: if number of lanes crossed exceeds 6, or if grades are steep, consult the manual] Total number of lanes on Major Street is… Grade Information [enter down slope as a negative number]Minimum Calculated …Condition Met? Major Street Approach Grade: 0.00%NB … ISD, case B1: 270 Yes 0.00%SB … ISD, case B2: 260 Yes Minor Street Approach Grade: 0.00%NB … ISD, case B3: 270 Yes 0.00%SB [note: minimum ISD is equal to required SSD] Major Street Speed Information Posted Observed *Calculated …Condition Met? n/a NB 37 … SSD: 270 traveling NB Yes n/a SB 36 260 traveling SB Yes * note: off-peak 85th percentile speeds Section II Section IV ISD and SSD Observations AASHTO Guidance Instructions on how to observe and measure ISD and SSD are included on subsequent pages.Refer to AASHTO for specific guidance on SSD and ISD if presented with an unusual/atypical case. Adequate ISD is not needed at signalized intersections, assuming traffic signal heads are visible on all approaches. Any object that would obstruct the driver's view should be removed or lowered, if practical. Such objects include buildings, parked cars, highway structures, hedges/vegetation/trees/bushes/unmowed lawn, walls, fences, and terrain. For ISD, an object should be considered an obstruction if it obstructs the vision of a driver whose eye height is 3.5 feet above the roadway surface and the object to be seen is 3.5 feet above the surface of the intersecting road. Where horizontal sight restrictions occur on downgrades, particularly at the ends of long downgrades, it is desirable to provide SSD that exceeds those values indicated above (refer to page 114 of AASHTO). Limiting Factors: Observed ISD: 450 looking left [north] (rounded to nearest 5 feet)300 looking right [south] Observed SSD: 350 traveling NB (rounded to nearest 5 feet)550 traveling SB SSD - Stopping sight distance is the distance required for a vehicle approaching an intersection from either direction to perceive, react, and come to a complete stop before colliding with the exiting vehicle from a driveway. In this respect, SSD can be considered as the minimum visibility criterion for the safe operation of an unsignalized intersection. ISD - Intersection sight distance is the distance that is based on the time required for perception, reaction and completion of the desired critical exiting maneuver [typically, a left turn] once the driver on a minor street approach [or a site drive] decides to execute the maneuver. Calculation for the critical ISD includes the time to [1] turn left, and to clear the near half of the intersection without conflicting with the vehicles approaching from the left; and [2] upon turning left, to accelerate to the operating speed on the roadway without causing approaching vehicles on the main road to unduly reduce their speed. In this context, ISD can be considered as a desirable visibility criterion for the safe operation of an unsignalized intersection. \\vhb.com\gbl\proj\Wat-TS\16772.00\05_Work\MA_TPO\Technical\Traffic\Sight Distance\AASHTO_sight_distance_great marsh at phinneys last revised: 2006.08.01 Stopping Sight Distance and Intersection Sight Distance Calculator [v0.97] Based on 'A Policy on Geometric Design of Highways and Streets', AASHTO, 2004 Section I Section III Project Information ISD and SSD Calculations (rounded up to the next highest 5 feet) [sources: SSD - AASHTO, pp.110-117; ISD - AASHTO, pp. 650 - 664] Project Number: 16772.00 Analyst: VHB/AES Cases are described in detail on subsequent pages. In summary… City/Town, State: Waltham, MA B1: left turn from minor road, from stop control Location: Winter Street at Client: B2: right turn from minor road, from stop control 245 Winter Street Driveway B3: crossing maneuver from minor road, from stop control, assuming left- and right turns Street Names and Directions Street Notes are not permitted [otherwise, case B1 or B2 would supercede] Major Street name: Winter Street Minor Street name: Site Driveway NB/SB Desirable Calculated… Condition Met? Minor Street intersects from the: … ISD, case B1: 390 Yes … ISD, case B2: 335 No The minor street predominantly serves…… ISD, case B3: 335 Yes Sight distance location intersection is…[note: if number of lanes crossed exceeds 6, or if grades are steep, consult the manual] Total number of lanes on Major Street is… Grade Information [enter down slope as a negative number]Minimum Calculated …Condition Met? Major Street Approach Grade: 0.00%EB … ISD, case B1: 250 Yes 0.00%WB … ISD, case B2: 250 No Minor Street Approach Grade: 0.00%NB … ISD, case B3: 250 Yes 0.00%SB [note: minimum ISD is equal to required SSD] Major Street Speed Information Posted Observed *Calculated …Condition Met? n/a EB 34 … SSD: 240 traveling EB Yes n/a WB 35 250 traveling WB Yes * note: off-peak 85th percentile speeds Section II Section IV ISD and SSD Observations AASHTO Guidance Instructions on how to observe and measure ISD and SSD are included on subsequent pages.Refer to AASHTO for specific guidance on SSD and ISD if presented with an unusual/atypical case. Adequate ISD is not needed at signalized intersections, assuming traffic signal heads are visible on all approaches. Any object that would obstruct the driver's view should be removed or lowered, if practical. Such objects include buildings, parked cars, highway structures, hedges/vegetation/trees/bushes/unmowed lawn, walls, fences, and terrain. For ISD, an object should be considered an obstruction if it obstructs the vision of a driver whose eye height is 3.5 feet above the roadway surface and the object to be seen is 3.5 feet above the surface of the intersecting road. Where horizontal sight restrictions occur on downgrades, particularly at the ends of long downgrades, it is desirable to provide SSD that exceeds those values indicated above (refer to page 114 of AASHTO). Limiting Factors: Observed ISD: 414 looking left [east] (rounded to nearest 5 feet)126 looking right [west] Observed SSD: 489 traveling EB (rounded to nearest 5 feet)414 traveling WB SSD - Stopping sight distance is the distance required for a vehicle approaching an intersection from either direction to perceive, react, and come to a complete stop before colliding with the exiting vehicle from a driveway. In this respect, SSD can be considered as the minimum visibility criterion for the safe operation of an unsignalized intersection. ISD - Intersection sight distance is the distance that is based on the time required for perception, reaction and completion of the desired critical exiting maneuver [typically, a left turn] once the driver on a minor street approach [or a site drive] decides to execute the maneuver. Calculation for the critical ISD includes the time to [1] turn left, and to clear the near half of the intersection without conflicting with the vehicles approaching from the left; and [2] upon turning left, to accelerate to the operating speed on the roadway without causing approaching vehicles on the main road to unduly reduce their speed. In this context, ISD can be considered as a desirable visibility criterion for the safe operation of an unsignalized intersection. \\vhb.com\gbl\proj\Wat-TS\16772.00\05_Work\MA_TPO\Technical\Traffic\Sight Distance\AASHTO_sight_distance_great marsh at site last revised: 2006.08.01 Intersection Capacity Analyses 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 1: Phinney's Lane & Route 28 (Falmouth Road)08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-PK.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ø3Lane ConfigurationsTraffic Volume (vph) 215 985 30 50 775 20 30 85 45 25 95 160Future Volume (vph) 215 985 30 50 775 20 30 85 45 25 95 160Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 16 11 11 16 12 12 12 10 10 12Storage Length (ft) 300 0 130 180 95 0 95 0Storage Lanes 1 0 1 0 1 0 1 0Taper Length (ft) 25 25 25 25Satd. Flow (prot) 1694 3337 0 1745 3284 0 1805 1801 0 1685 1488 0Flt Permitted 0.388 0.519 0.293 0.617Satd. Flow (perm) 692 3337 0 953 3284 0 556 1801 0 1094 1488 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 3 3 20 63Link Speed (mph) 30 30 30 30Link Distance (ft) 947 846 814 646Travel Time (s) 21.5 19.2 18.5 14.7Confl. Peds. (#/hr)22Confl. Bikes (#/hr) 1Peak Hour Factor 0.91 0.91 0.91 0.92 0.92 0.92 0.82 0.82 0.82 0.88 0.88 0.88Heavy Vehicles (%) 3% 4% 7% 0% 6% 0% 0% 0% 0% 0% 5% 8%Shared Lane Traffic (%)Lane Group Flow (vph) 236 1115 0 54 864 0 37 159 0 28 290 0Turn Type custom NA custom NA Perm NA Perm NAProtected Phases 2 6 8 4 3Permitted Phases 5 1 8 4Detector Phase 5 2 1 6 8 8 4 4Switch PhaseMinimum Initial (s) 6.0 15.0 6.0 15.0 6.0 6.0 6.0 6.0 1.0Minimum Split (s) 12.0 21.0 12.0 21.0 12.0 12.0 12.0 12.0 29.0Total Split (s) 16.0 46.0 16.0 46.0 21.0 21.0 21.0 21.0 29.0Total Split (%) 14.3% 41.1% 14.3% 41.1% 18.8% 18.8% 18.8% 18.8% 26%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lead/Lag Lead Lag Lead LagLead-Lag Optimize? Yes Yes Yes YesRecall Mode None Min None Min None None None None NoneAct Effct Green (s) 10.3 39.6 9.7 35.4 15.5 15.5 15.5 15.5Actuated g/C Ratio 0.12 0.47 0.12 0.42 0.18 0.18 0.18 0.18v/c Ratio 2.81 0.71 0.49 0.63 0.36 0.46 0.14 0.89Control Delay 858.7 23.7 56.5 22.6 48.0 35.6 37.2 59.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 858.7 23.7 56.5 22.6 48.0 35.6 37.2 59.4LOS F C E C D D D EApproach Delay 169.6 24.6 37.9 57.4Approach LOS F C D EQueue Length 50th (ft) ~213 225 27 157 17 65 12 118Queue Length 95th (ft) #465 #542 #103 357 #60 149 46 #364Internal Link Dist (ft) 867 766 734 566Turn Bay Length (ft) 300 130 95 95Base Capacity (vph) 84 1639 116 1613 102 347 201 325Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 2.81 0.68 0.47 0.54 0.36 0.46 0.14 0.89Intersection SummaryArea Type: OtherCycle Length: 112Actuated Cycle Length: 84.2Natural Cycle: 90Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 2.81Intersection Signal Delay: 99.7 Intersection LOS: FIntersection Capacity Utilization 73.9% ICU Level of Service DAnalysis Period (min) 15~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.Splits and Phases: 1: Phinney's Lane & Route 28 (Falmouth Road) 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 2: Phinney's Lane & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-PK.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 115 35 25 300 250 60Future Volume (vph) 115 35 25 300 250 60Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 11 11 11 11Satd. Flow (prot) 1617 0 0 1764 1687 0Flt Permitted 0.963 0.996Satd. Flow (perm) 1617 0 0 1764 1687 0Link Speed (mph) 30 30 30Link Distance (ft) 768 646 670Travel Time (s) 17.5 14.7 15.2Peak Hour Factor 0.93 0.93 0.90 0.90 0.84 0.84Heavy Vehicles (%) 2% 3% 0% 4% 7% 2%Shared Lane Traffic (%)Lane Group Flow (vph) 162 0 0 361 369 0Sign Control Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 51.6% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 2: Phinney's Lane & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-PK.synHCM 6th TWSCVHB/AES08/14/2025IntersectionInt Delay, s/veh 3.6Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 115 35 25 300 250 60Future Vol, veh/h 115 35 25 300 250 60Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 93 93 90 90 84 84Heavy Vehicles, % 2 3 0 4 7 2Mvmt Flow 124 38 28 333 298 71 Major/Minor Minor2 Major1 Major2Conflicting Flow All 723 334 369 0 - 0 Stage 1 334 - - - - - Stage 2 389 - - - - -Critical Hdwy 6.42 6.23 4.1 - - -Critical Hdwy Stg 1 5.42 - - - - -Critical Hdwy Stg 2 5.42 - - - - -Follow-up Hdwy 3.518 3.327 2.2 - - -Pot Cap-1 Maneuver 393 706 1201 - - - Stage 1 725 - - - - - Stage 2 685 - - - - -Platoon blocked, %- - -Mov Cap-1 Maneuver 382 706 1201 - - -Mov Cap-2 Maneuver 382 - - - - - Stage 1 704 - - - - - Stage 2 685 - - - - - Approach EB NB SBHCM Control Delay, s 18.4 0.6 0HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBRCapacity (veh/h) 1201 - 428 - -HCM Lane V/C Ratio 0.023 - 0.377 - -HCM Control Delay (s) 8.1 0 18.4 - -HCM Lane LOS A A C - -HCM 95th %tile Q(veh) 0.1 - 1.7 - - 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 3: Site Driveway/Juniper Road & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-PK.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 1 145 0 0 80 2 0 0 0 10 0 5Future Volume (vph) 1 145 0 0 80 2 0 0 0 10 0 5Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 10 16 16 16 12 12 12 10 10 10Satd. Flow (prot) 0 1773 0 0 2126 0 0 1900 0 0 1639 0Flt Permitted0.968Satd. Flow (perm) 0 1773 0 0 2126 0 0 1900 0 0 1639 0Link Speed (mph) 30 30 30 30Link Distance (ft) 255 768 217 542Travel Time (s) 5.8 17.5 4.9 12.3Confl. Peds. (#/hr) 11Confl. Bikes (#/hr) 1Peak Hour Factor 0.91 0.91 0.91 0.69 0.69 0.69 0.92 0.92 0.92 0.69 0.69 0.69Heavy Vehicles (%) 0% 0% 0% 0% 1% 0% 0% 0% 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 160 0 0 119 0 0 0 0 0 21 0Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 18.4% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 3: Site Driveway/Juniper Road & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-PK.synHCM 6th TWSCVHB/AES08/14/2025IntersectionInt Delay, s/veh 0.8Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 145 0 0 80 2 0 0 0 10 0 5Future Vol, veh/h 1 145 0 0 80 2 0 0 0 10 0 5Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 91 91 91 69 69 69 92 92 92 69 69 69Heavy Vehicles, % 0 0 0 0 1 0 0 0 0 0 0 0Mvmt Flow 1 159 0 0 116 3 0 0 0 14 0 7 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 120 0 0 159 0 0 282 281 159 280 280 119 Stage 1 - - - - - - 161 161 - 119 119 - Stage 2 - - - - - - 121 120 - 161 161 -Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical 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 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1480 - - 1433 - - 674 631 892 676 632 938 Stage 1 - - - - - - 846 769 - 890 801 - Stage 2 - - - - - - 888 800 - 846 769 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1479 - - 1433 - - 669 630 892 675 631 937Mov Cap-2 Maneuver - - - - - - 669 630 - 675 631 - Stage 1 - - - - - - 845 768 - 888 800 - Stage 2 - - - - - - 881 799 - 845 768 - Approach EB WB NB SBHCM Control Delay, s 0.1 0 0 10HCM LOSA B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) - 1479 - - 1433 - - 744HCM Lane V/C Ratio - 0.001 - - - - - 0.029HCM Control Delay (s) 0 7.4 0 - 0 - - 10HCM Lane LOS A A A - A - - BHCM 95th %tile Q(veh) - 0 - - 0 - - 0.1 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 4: Driveway /Point of Pines Avenue & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-PK.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 2 145 0 0 85 5 0 0 1 5 0 5Future Volume (vph) 2 145 0 0 85 5 0 0 1 5 0 5Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 10 10 10 10 12 12 12 11 11 11Satd. Flow (prot) 0 1744 0 0 1743 0 0 1644 0 0 1485 0Flt Permitted 0.9990.976Satd. Flow (perm) 0 1744 0 0 1743 0 0 1644 0 0 1485 0Link Speed (mph) 30 30 30 30Link Distance (ft) 184 255 243 406Travel Time (s) 4.2 5.8 5.5 9.2Confl. Peds. (#/hr) 11Peak Hour Factor 0.91 0.91 0.91 0.75 0.75 0.75 0.25 0.25 0.25 0.44 0.44 0.44Heavy Vehicles (%) 50% 1% 0% 0% 1% 0% 0% 0% 0% 0% 0% 25%Shared Lane Traffic (%)Lane Group Flow (vph) 0 161 0 0 120 0 0 4 0 0 22 0Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 21.0% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 4: Driveway /Point of Pines Avenue & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-PK.synHCM 6th TWSCVHB/AES08/14/2025IntersectionInt Delay, s/veh 0.9Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 2 145 0 0 85 5 0 0 1 5 0 5Future Vol, veh/h 2 145 0 0 85 5 0 0 1 5 0 5Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 91 91 91 75 75 75 25 25 25 44 44 44Heavy Vehicles, % 50 1 0 0 1 0 0 0 0 0 0 25Mvmt Flow 2 159 0 0 113 7 0 0 4 11 0 11 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 121 0 0 159 0 0 285 284 159 283 281 118 Stage 1 - - - - - - 163 163 - 118 118 - Stage 2 - - - - - - 122 121 - 165 163 -Critical Hdwy 4.6 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.45Critical 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 2.65 - - 2.2 - - 3.5 4 3.3 3.5 4 3.525Pot Cap-1 Maneuver 1216 - - 1433 - - 671 628 892 673 631 875 Stage 1 - - - - - - 844 767 - 891 802 - Stage 2 - - - - - - 887 800 - 842 767 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1215 - - 1433 - - 661 626 892 668 629 874Mov Cap-2 Maneuver - - - - - - 661 626 - 668 629 - Stage 1 - - - - - - 842 765 - 888 801 - Stage 2 - - - - - - 875 799 - 837 765 - Approach EB WB NB SBHCM Control Delay, s 0.1 0 9.1 9.9HCM LOSA A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 892 1215 - - 1433 - - 757HCM Lane V/C Ratio 0.004 0.002 - - - - - 0.03HCM Control Delay (s) 9.1 8 0 - 0 - - 9.9HCM Lane LOS A A A - A - - AHCM 95th %tile Q(veh) 0 0 - - 0 - - 0.1 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 5: Shootflying Hill Road & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-PK.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 10 90 2 10 60 20 0 55 5 35 45 5Future Volume (vph) 10 90 2 10 60 20 0 55 5 35 45 5Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 11 11 11 11 12 12 12 11 11 11Satd. Flow (prot) 0 1792 0 0 1720 0 0 1795 0 0 1707 0Flt Permitted 0.995 0.9950.980Satd. Flow (perm) 0 1792 0 0 1720 0 0 1795 0 0 1707 0Link Speed (mph) 30 30 30 30Link Distance (ft) 563 2758 426 721Travel Time (s) 12.8 62.7 9.7 16.4Confl. Bikes (#/hr) 11Peak Hour Factor 0.85 0.85 0.85 0.81 0.81 0.81 0.90 0.90 0.90 0.85 0.85 0.85Heavy Vehicles (%) 0% 2% 0% 10% 3% 0% 0% 5% 0% 6% 4% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 120 0 0 111 0 0 67 0 0 100 0Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 24.9% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 5: Shootflying Hill Road & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-PK.synHCM 6th AWSCVHB/AES08/14/2025IntersectionIntersection Delay, s/veh 8.2Intersection LOS AMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 10 90 2 10 60 20 0 55 5 35 45 5Future Vol, veh/h 10 90 2 10 60 20 0 55 5 35 45 5Peak Hour Factor 0.85 0.85 0.85 0.81 0.81 0.81 0.90 0.90 0.90 0.85 0.85 0.85Heavy Vehicles, % 0 2 0 10 3 0 0 5 0 6 4 0Mvmt Flow 12 106 2 12 74 25 0 61 6 41 53 6Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1 1 1 1Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1 1 1 1HCM Control Delay 8.2 8.2 8 8.4HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 0% 10% 11% 41%Vol Thru, % 92% 88% 67% 53%Vol Right, % 8% 2% 22% 6%Sign Control Stop Stop Stop StopTraffic Vol by Lane 60 102 90 85LT Vol 0 10 10 35Through Vol 55 90 60 45RT Vol 5 2 20 5Lane Flow Rate 67 120 111 100Geometry Grp 1 1 1 1Degree of Util (X) 0.085 0.148 0.139 0.129Departure Headway (Hd) 4.586 4.431 4.491 4.659Convergence, Y/N Yes Yes Yes YesCap 782 811 800 771Service Time 2.61 2.45 2.51 2.681HCM Lane V/C Ratio 0.086 0.148 0.139 0.13HCM Control Delay 8 8.2 8.2 8.4HCM Lane LOS A A A AHCM 95th-tile Q 0.3 0.5 0.5 0.4 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 6: Old Stage Road & Driveway /Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-PK.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 1 1 0 1 0 65 1 390 1 100 540 1Future Volume (vph) 1 1 0 1 0 65 1 390 1 100 540 1Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 16 16 16 13 13 13 10 10 10Storage Length (ft) 0 0 0 0 0 0 140 0Storage Lanes 0 0 0 0 0 0 1 0Taper Length (ft) 25 25 25 25Satd. Flow (prot) 0 1236 0 0 1811 0 0 1888 0 1636 1722 0Flt Permitted 0.976 0.999 0.950Satd. Flow (perm) 0 1236 0 0 1811 0 0 1888 0 1636 1722 0Link Speed (mph) 30 30 30 30Link Distance (ft) 401 563 1083 673Travel Time (s) 9.1 12.8 24.6 15.3Confl. Peds. (#/hr)22Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 100% 0% 0% 0% 0% 3% 0% 4% 0% 3% 3% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 2 0 0 72 0 0 426 0 109 588 0Sign Control Stop Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 63.2% ICU Level of Service BAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 6: Old Stage Road & Driveway /Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-PK.synHCM 6th TWSCVHB/AES08/14/2025IntersectionInt Delay, s/veh 1.5Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 1 0 1 0 65 1 390 1 100 540 1Future Vol, veh/h 1 1 0 1 0 65 1 390 1 100 540 1Conflicting Peds, #/hr 0 0 0 0 0 0 2 0 0 0 0 2Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free FreeRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - 140 - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 100 0 0 0 0 3 0 4 0 3 3 0Mvmt Flow 1 1 0 1 0 71 1 424 1 109 587 1 Major/Minor Minor2 Minor1 Major1 Major2Conflicting Flow All 1270 1235 590 1233 1235 425 590 0 0 425 0 0 Stage 1 808 808 - 427 427 - - - - - - - Stage 2 462 427 - 806 808 - - - - - - -Critical Hdwy 8.1 6.5 6.2 7.1 6.5 6.23 4.1 - - 4.13 - -Critical Hdwy Stg 1 7.1 5.5 - 6.1 5.5 - - - - - - -Critical Hdwy Stg 2 7.1 5.5 - 6.1 5.5 - - - - - - -Follow-up Hdwy 4.4 4 3.3 3.5 4 3.327 2.2 - - 2.227 - -Pot Cap-1 Maneuver 93 178 511 155 178 627 995 - - 1129 - - Stage 1 262 397 - 610 589 - - - - - - - Stage 2 431 589 - 379 397 - - - - - - -Platoon blocked, %- - - -Mov Cap-1 Maneuver 76 160 510 143 160 627 993 - - 1129 - -Mov Cap-2 Maneuver 76 160 - 143 160 - - - - - - - Stage 1 261 358 - 609 588 - - - - - - - Stage 2 382 588 - 341 358 - - - - - - - Approach EB WB NB SBHCM Control Delay, s 40.7 11.9 0 1.3HCM LOS E B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBRCapacity (veh/h) 993 - - 103 596 1129 - -HCM Lane V/C Ratio 0.001 - - 0.021 0.12 0.096 - -HCM Control Delay (s) 8.6 0 - 40.7 11.9 8.5 - -HCM Lane LOS A A - E B A - -HCM 95th %tile Q(veh) 0 - - 0.1 0.4 0.3 - - 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 1: Phinney's Lane & Route 28 (Falmouth Road)08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-PK.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ø3Lane ConfigurationsTraffic Volume (vph) 190 930 45 62 890 55 45 130 60 40 105 240Future Volume (vph) 190 930 45 62 890 55 45 130 60 40 105 240Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 16 11 11 16 12 12 12 10 10 12Storage Length (ft) 300 0 130 180 95 0 95 0Storage Lanes 1 0 1 0 1 0 1 0Taper Length (ft) 25 25 25 25Satd. Flow (prot) 1662 3397 0 1745 3426 0 1805 1768 0 1685 1553 0Flt Permitted 0.388 0.388 0.260 0.416Satd. Flow (perm) 679 3397 0 712 3426 0 494 1768 0 738 1553 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 5 6 17 84Link Speed (mph) 30 30 30 30Link Distance (ft) 947 846 814 646Travel Time (s) 21.5 19.2 18.5 14.7Confl. Peds. (#/hr) 2 2Confl. Bikes (#/hr)1Peak Hour Factor 0.92 0.92 0.92 0.96 0.96 0.96 0.78 0.78 0.78 0.94 0.94 0.94Heavy Vehicles (%) 5% 2% 0% 0% 1% 0% 0% 2% 2% 0% 3% 2%Shared Lane Traffic (%)Lane Group Flow (vph) 207 1060 0 65 984 0 58 244 0 43 367 0Turn Type custom NA custom NA Perm NA Perm NAProtected Phases 2 6 8 4 3Permitted Phases 5 1 8 4Detector Phase 5 2 1 6 8 8 4 4Switch PhaseMinimum Initial (s) 6.0 15.0 6.0 15.0 6.0 6.0 6.0 6.0 1.0Minimum Split (s) 12.0 21.0 12.0 21.0 12.0 12.0 12.0 12.0 29.0Total Split (s) 16.0 46.0 16.0 46.0 21.0 21.0 21.0 21.0 29.0Total Split (%) 14.3% 41.1% 14.3% 41.1% 18.8% 18.8% 18.8% 18.8% 26%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lead/Lag Lead Lag Lead LagLead-Lag Optimize? Yes Yes Yes YesRecall Mode None Min None Min None None None None NoneAct Effct Green (s) 10.3 34.9 10.3 34.9 15.4 15.4 15.4 15.4Actuated g/C Ratio 0.12 0.42 0.12 0.42 0.18 0.18 0.18 0.18v/c Ratio 2.49 0.74 0.75 0.69 0.64 0.72 0.32 1.03Control Delay 727.0 25.6 86.7 23.9 69.3 46.0 42.6 86.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 727.0 25.6 86.7 23.9 69.3 46.0 42.6 86.2LOS F C F C E D D FApproach Delay 140.2 27.8 50.5 81.6Approach LOS F C D FQueue Length 50th (ft) ~171 207 31 185 26 105 18 ~148Queue Length 95th (ft) #415 #469 #141 414 #102 #257 68 #475Internal Link Dist (ft) 867 766 734 566Turn Bay Length (ft) 300 130 95 95Base Capacity (vph) 83 1677 87 1692 91 340 136 355Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 2.49 0.63 0.75 0.58 0.64 0.72 0.32 1.03Intersection SummaryArea Type: OtherCycle Length: 112Actuated Cycle Length: 83.4Natural Cycle: 90Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 2.49Intersection Signal Delay: 84.4 Intersection LOS: FIntersection Capacity Utilization 82.2% ICU Level of Service EAnalysis Period (min) 15~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.Splits and Phases: 1: Phinney's Lane & Route 28 (Falmouth Road) 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 2: Phinney's Lane & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-PK.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 115 35 60 310 355 145Future Volume (vph) 115 35 60 310 355 145Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 11 11 11 11Satd. Flow (prot) 1642 0 0 1763 1740 0Flt Permitted 0.963 0.992Satd. Flow (perm) 1642 0 0 1763 1740 0Link Speed (mph) 30 30 30Link Distance (ft) 768 646 670Travel Time (s) 17.5 14.7 15.2Peak Hour Factor 0.96 0.96 0.92 0.92 0.94 0.94Heavy Vehicles (%) 1% 0% 0% 4% 2% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 156 0 0 402 532 0Sign Control Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 65.7% ICU Level of Service CAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 2: Phinney's Lane & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-PK.synHCM 6th TWSCVHB/AES08/14/2025IntersectionInt Delay, s/veh 4.4Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 115 35 60 310 355 145Future Vol, veh/h 115 35 60 310 355 145Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 96 96 92 92 94 94Heavy Vehicles, % 1 0 0 4 2 0Mvmt Flow 120 36 65 337 378 154 Major/Minor Minor2 Major1 Major2Conflicting Flow All 922 455 532 0 - 0 Stage 1 455 - - - - - Stage 2 467 - - - - -Critical Hdwy 6.41 6.2 4.1 - - -Critical Hdwy Stg 1 5.41 - - - - -Critical Hdwy Stg 2 5.41 - - - - -Follow-up Hdwy 3.509 3.3 2.2 - - -Pot Cap-1 Maneuver 301 609 1046 - - - Stage 1 641 - - - - - Stage 2 633 - - - - -Platoon blocked, %- - -Mov Cap-1 Maneuver 278 609 1046 - - -Mov Cap-2 Maneuver 278 - - - - - Stage 1 592 - - - - - Stage 2 633 - - - - - Approach EB NB SBHCM Control Delay, s 26.8 1.4 0HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBRCapacity (veh/h) 1046 - 318 - -HCM Lane V/C Ratio 0.062 - 0.491 - -HCM Control Delay (s) 8.7 0 26.8 - -HCM Lane LOS A A D - -HCM 95th %tile Q(veh) 0.2 - 2.6 - - 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 3: Site Driveway/Juniper Road & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-PK.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 1 155 0 0 200 2 0 0 0 0 0 5Future Volume (vph) 1 155 0 0 200 2 0 0 0 0 0 5Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 10 16 16 16 12 12 12 10 10 10Satd. Flow (prot) 0 1773 0 0 2149 0 0 1900 0 0 1534 0Flt PermittedSatd. Flow (perm) 0 1773 0 0 2149 0 0 1900 0 0 1534 0Link Speed (mph) 30 30 30 30Link Distance (ft) 255 768 217 542Travel Time (s) 5.8 17.5 4.9 12.3Peak Hour Factor 0.92 0.92 0.92 0.77 0.77 0.77 0.92 0.92 0.92 0.50 0.50 0.50Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 169 0 0 263 0 0 0 0 0 10 0Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 20.6% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 3: Site Driveway/Juniper Road & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-PK.synHCM 6th TWSCVHB/AES08/14/2025IntersectionInt Delay, s/veh 0.2Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 155 0 0 200 2 0 0 0 0 0 5Future Vol, veh/h 1 155 0 0 200 2 0 0 0 0 0 5Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 77 77 77 92 92 92 50 50 50Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0Mvmt Flow 1 168 0 0 260 3 0 0 0 0 0 10 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 263 0 0 168 0 0 437 433 168 432 432 262 Stage 1 - - - - - - 170 170 - 262 262 - Stage 2 - - - - - - 267 263 - 170 170 -Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical 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 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1313 - - 1422 - - 533 519 881 537 519 782 Stage 1 - - - - - - 837 762 - 747 695 - Stage 2 - - - - - - 743 694 - 837 762 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1313 - - 1422 - - 526 518 881 536 518 782Mov Cap-2 Maneuver - - - - - - 526 518 - 536 518 - Stage 1 - - - - - - 836 761 - 746 695 - Stage 2 - - - - - - 733 694 - 836 761 - Approach EB WB NB SBHCM Control Delay, s 0 0 0 9.7HCM LOSA A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) - 1313 - - 1422 - - 782HCM Lane V/C Ratio - 0.001 - - - - - 0.013HCM Control Delay (s) 0 7.7 0 - 0 - - 9.7HCM Lane LOS A A A - A - - AHCM 95th %tile Q(veh) - 0 - - 0 - - 0 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 4: Driveway /Point of Pines Avenue & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-PK.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 5 145 0 0 200 5 0 0 0 5 0 5Future Volume (vph) 5 145 0 0 200 5 0 0 0 5 0 5Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 10 10 10 10 12 12 12 11 11 11Satd. Flow (prot) 0 1770 0 0 1766 0 0 1900 0 0 1671 0Flt Permitted 0.9980.976Satd. Flow (perm) 0 1770 0 0 1766 0 0 1900 0 0 1671 0Link Speed (mph) 30 30 30 30Link Distance (ft) 184 255 243 406Travel Time (s) 4.2 5.8 5.5 9.2Confl. Bikes (#/hr)3Peak Hour Factor 0.96 0.96 0.96 0.76 0.76 0.76 0.25 0.25 0.25 0.38 0.38 0.38Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 156 0 0 270 0 0 0 0 0 26 0Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 21.7% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 4: Driveway /Point of Pines Avenue & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-PK.synHCM 6th TWSCVHB/AES08/14/2025IntersectionInt Delay, s/veh 0.7Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 5 145 0 0 200 5 0 0 0 5 0 5Future Vol, veh/h 5 145 0 0 200 5 0 0 0 5 0 5Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 96 96 96 76 76 76 25 25 25 38 38 38Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0Mvmt Flow 5 151 0 0 263 7 0 0 0 13 0 13 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 270 0 0 151 0 0 434 431 151 428 428 267 Stage 1 - - - - - - 161 161 - 267 267 - Stage 2 - - - - - - 273 270 - 161 161 -Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical 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 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1305 - - 1442 - - 536 520 901 541 522 777 Stage 1 - - - - - - 846 769 - 743 692 - Stage 2 - - - - - - 737 690 - 846 769 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1305 - - 1442 - - 525 518 901 539 520 777Mov Cap-2 Maneuver - - - - - - 525 518 - 539 520 - Stage 1 - - - - - - 843 766 - 740 692 - Stage 2 - - - - - - 725 690 - 843 766 - Approach EB WB NB SBHCM Control Delay, s 0.3 0 0 10.9HCM LOSA B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) - 1305 - - 1442 - - 636HCM Lane V/C Ratio - 0.004 - - - - - 0.041HCM Control Delay (s) 0 7.8 0 - 0 - - 10.9HCM Lane LOS A A A - A - - BHCM 95th %tile Q(veh) - 0 - - 0 - - 0.1 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 5: Shootflying Hill Road & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-PK.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 5 85 0 10 155 30 2 60 5 30 80 10Future Volume (vph) 5 85 0 10 155 30 2 60 5 30 80 10Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 11 11 11 11 12 12 12 11 11 11Satd. Flow (prot) 0 1831 0 0 1795 0 0 1877 0 0 1795 0Flt Permitted 0.997 0.998 0.999 0.988Satd. Flow (perm) 0 1831 0 0 1795 0 0 1877 0 0 1795 0Link Speed (mph) 30 30 30 30Link Distance (ft) 563 2758 426 721Travel Time (s) 12.8 62.7 9.7 16.4Confl. Bikes (#/hr) 1 11Peak Hour Factor 0.86 0.86 0.86 0.88 0.88 0.88 0.90 0.90 0.90 0.89 0.89 0.89Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 105 0 0 221 0 0 75 0 0 135 0Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 33.0% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 5: Shootflying Hill Road & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-PK.synHCM 6th AWSCVHB/AES08/14/2025IntersectionIntersection Delay, s/veh 8.8Intersection LOS AMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 5 85 0 10 155 30 2 60 5 30 80 10Future Vol, veh/h 5 85 0 10 155 30 2 60 5 30 80 10Peak Hour Factor 0.86 0.86 0.86 0.88 0.88 0.88 0.90 0.90 0.90 0.89 0.89 0.89Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0Mvmt Flow 6 99 0 11 176 34 2 67 6 34 90 11Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1 1 1 1Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1 1 1 1HCM Control Delay 8.4 9.2 8.4 8.8HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 3% 6% 5% 25%Vol Thru, % 90% 94% 79% 67%Vol Right, % 7% 0% 15% 8%Sign Control Stop Stop Stop StopTraffic Vol by Lane 67 90 195 120LT Vol 2 5 10 30Through Vol 60 85 155 80RT Vol 5 0 30 10Lane Flow Rate 74 105 222 135Geometry Grp 1 1 1 1Degree of Util (X) 0.099 0.136 0.274 0.178Departure Headway (Hd) 4.779 4.668 4.446 4.74Convergence, Y/N Yes Yes Yes YesCap 747 766 807 755Service Time 2.825 2.708 2.48 2.782HCM Lane V/C Ratio 0.099 0.137 0.275 0.179HCM Control Delay 8.4 8.4 9.2 8.8HCM Lane LOS A A A AHCM 95th-tile Q 0.3 0.5 1.1 0.6 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 6: Old Stage Road & Driveway /Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-PK.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 0 0 160 0 600 1 85 455 0Future Volume (vph) 0 0 0 0 0 160 0 600 1 85 455 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 16 16 16 13 13 13 10 10 10Storage Length (ft) 0 0 0 0 0 0 140 0Storage Lanes 0 0 0 0 0 0 1 0Taper Length (ft) 25 25 25 25Satd. Flow (prot) 0 1900 0 0 1863 0 0 1944 0 1668 1756 0Flt Permitted0.950Satd. Flow (perm) 0 1900 0 0 1863 0 0 1944 0 1668 1756 0Link Speed (mph) 30 30 30 30Link Distance (ft) 401 563 1083 673Travel Time (s) 9.1 12.8 24.6 15.3Confl. Bikes (#/hr)1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.95 0.95 0.95 0.96 0.96 0.96Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 1% 0% 1% 1% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 0 0 174 0 0 633 0 89 474 0Sign Control Stop Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 75.5% ICU Level of Service DAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 6: Old Stage Road & Driveway /Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-PK.synHCM 6th TWSCVHB/AES08/14/2025IntersectionInt Delay, s/veh 2.7Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 0 0 0 0 160 0 600 1 85 455 0Future Vol, veh/h 0 0 0 0 0 160 0 600 1 85 455 0Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free FreeRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - 140 - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 95 95 95 96 96 96Heavy Vehicles, % 0 0 0 0 0 0 0 1 0 1 1 0Mvmt Flow 0 0 0 0 0 174 0 632 1 89 474 0 Major/Minor Minor2 Minor1 Major1 Major2Conflicting Flow All 1372 1285 474 1285 1285 633 474 0 0 633 0 0 Stage 1 652 652 - 633 633 - - - - - - - Stage 2 720 633 - 652 652 - - - - - - -Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.11 - -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 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.209 - -Pot Cap-1 Maneuver 124 166 595 143 166 483 1099 - - 955 - - Stage 1 460 467 - 471 476 - - - - - - - Stage 2 422 476 - 460 467 - - - - - - -Platoon blocked, %- - - -Mov Cap-1 Maneuver 74 151 595 133 151 483 1099 - - 955 - -Mov Cap-2 Maneuver 74 151 - 133 151 - - - - - - - Stage 1 460 424 - 471 476 - - - - - - - Stage 2 270 476 - 417 424 - - - - - - - Approach EB WB NB SBHCM Control Delay, s 0 16.6 0 1.4HCM LOS A C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBRCapacity (veh/h) 1099 - - - 483 955 - -HCM Lane V/C Ratio - - - - 0.36 0.093 - -HCM Control Delay (s) 0 - - 0 16.6 9.2 - -HCM Lane LOS A - - A C A - -HCM 95th %tile Q(veh) 0 - - - 1.6 0.3 - - 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 1: Phinney's Lane & Route 28 (Falmouth Road)08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-PK.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ø3Lane ConfigurationsTraffic Volume (vph) 225 1025 30 50 810 20 30 90 45 25 100 165Future Volume (vph) 225 1025 30 50 810 20 30 90 45 25 100 165Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 16 11 11 16 12 12 12 10 10 12Storage Length (ft) 300 0 130 180 95 0 95 0Storage Lanes 1 0 1 0 1 0 1 0Taper Length (ft) 25 25 25 25Satd. Flow (prot) 1694 3337 0 1745 3284 0 1805 1805 0 1685 1490 0Flt Permitted 0.388 0.519 0.290 0.645Satd. Flow (perm) 692 3337 0 953 3284 0 550 1805 0 1144 1490 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 3 2 19 61Link Speed (mph) 30 30 30 30Link Distance (ft) 947 846 814 646Travel Time (s) 21.5 19.2 18.5 14.7Confl. Peds. (#/hr)22Confl. Bikes (#/hr) 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 3% 4% 7% 0% 6% 0% 0% 0% 0% 0% 5% 8%Shared Lane Traffic (%)Lane Group Flow (vph) 245 1147 0 54 902 0 33 147 0 27 288 0Turn Type custom NA custom NA Perm NA Perm NAProtected Phases 2 6 8 4 3Permitted Phases 5 1 8 4Detector Phase 5 2 1 6 8 8 4 4Switch PhaseMinimum Initial (s) 6.0 15.0 6.0 15.0 6.0 6.0 6.0 6.0 1.0Minimum Split (s) 12.0 21.0 12.0 21.0 12.0 12.0 12.0 12.0 29.0Total Split (s) 16.0 46.0 16.0 46.0 21.0 21.0 21.0 21.0 29.0Total Split (%) 14.3% 41.1% 14.3% 41.1% 18.8% 18.8% 18.8% 18.8% 26%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lead/Lag Lead Lag Lead LagLead-Lag Optimize? Yes Yes Yes YesRecall Mode None Min None Min None None None None NoneAct Effct Green (s) 10.3 40.6 9.7 36.3 15.5 15.5 15.5 15.5Actuated g/C Ratio 0.12 0.48 0.11 0.43 0.18 0.18 0.18 0.18v/c Ratio 2.95 0.72 0.50 0.64 0.33 0.43 0.13 0.90Control Delay 921.2 24.0 57.3 22.9 46.8 35.2 37.0 61.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 921.2 24.0 57.3 22.9 46.8 35.2 37.0 61.0LOS F C E C D D D EApproach Delay 181.9 24.8 37.3 59.0Approach LOS F C D EQueue Length 50th (ft) ~223 235 27 167 15 59 12 118Queue Length 95th (ft) #482 #570 #103 378 #62 155 46 #375Internal Link Dist (ft) 867 766 734 566Turn Bay Length (ft) 300 130 95 95Base Capacity (vph) 83 1619 115 1593 100 343 207 320Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 2.95 0.71 0.47 0.57 0.33 0.43 0.13 0.90Intersection SummaryArea Type: OtherCycle Length: 112Actuated Cycle Length: 85.1Natural Cycle: 90Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 2.95Intersection Signal Delay: 106.3 Intersection LOS: FIntersection Capacity Utilization 75.4% ICU Level of Service DAnalysis Period (min) 15~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.Splits and Phases: 1: Phinney's Lane & Route 28 (Falmouth Road) 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 2: Phinney's Lane & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-PK.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 120 35 25 315 260 65Future Volume (vph) 120 35 25 315 260 65Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 11 11 11 11Satd. Flow (prot) 1619 0 0 1764 1686 0Flt Permitted 0.963 0.996Satd. Flow (perm) 1619 0 0 1764 1686 0Link Speed (mph) 30 30 30Link Distance (ft) 768 646 670Travel Time (s) 17.5 14.7 15.2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 2% 3% 0% 4% 7% 2%Shared Lane Traffic (%)Lane Group Flow (vph) 168 0 0 369 354 0Sign Control Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 52.7% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 2: Phinney's Lane & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-PK.synHCM 6th TWSCVHB/AES08/14/2025IntersectionInt Delay, s/veh 3.8Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 120 35 25 315 260 65Future Vol, veh/h 120 35 25 315 260 65Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 3 0 4 7 2Mvmt Flow 130 38 27 342 283 71 Major/Minor Minor2 Major1 Major2Conflicting Flow All 715 319 354 0 - 0 Stage 1 319 - - - - - Stage 2 396 - - - - -Critical Hdwy 6.42 6.23 4.1 - - -Critical Hdwy Stg 1 5.42 - - - - -Critical Hdwy Stg 2 5.42 - - - - -Follow-up Hdwy 3.518 3.327 2.2 - - -Pot Cap-1 Maneuver 397 719 1216 - - - Stage 1 737 - - - - - Stage 2 680 - - - - -Platoon blocked, %- - -Mov Cap-1 Maneuver 386 719 1216 - - -Mov Cap-2 Maneuver 386 - - - - - Stage 1 717 - - - - - Stage 2 680 - - - - - Approach EB NB SBHCM Control Delay, s 18.6 0.6 0HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBRCapacity (veh/h) 1216 - 431 - -HCM Lane V/C Ratio 0.022 - 0.391 - -HCM Control Delay (s) 8 0 18.6 - -HCM Lane LOS A A C - -HCM 95th %tile Q(veh) 0.1 - 1.8 - - 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 3: Site Driveway/Juniper Road & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-PK.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 1 150 0 0 85 2 0 0 0 10 0 5Future Volume (vph) 1 150 0 0 85 2 0 0 0 10 0 5Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 10 16 16 16 12 12 12 10 10 10Satd. Flow (prot) 0 1773 0 0 2126 0 0 1900 0 0 1643 0Flt Permitted0.967Satd. Flow (perm) 0 1773 0 0 2126 0 0 1900 0 0 1643 0Link Speed (mph) 30 30 30 30Link Distance (ft) 255 768 217 542Travel Time (s) 5.8 17.5 4.9 12.3Confl. Peds. (#/hr) 11Confl. Bikes (#/hr) 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 0% 0% 1% 0% 0% 0% 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 164 0 0 94 0 0 0 0 0 16 0Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 18.7% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 3: Site Driveway/Juniper Road & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-PK.synHCM 6th TWSCVHB/AES08/14/2025IntersectionInt Delay, s/veh 0.6Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 150 0 0 85 2 0 0 0 10 0 5Future Vol, veh/h 1 150 0 0 85 2 0 0 0 10 0 5Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 0 0 0 1 0 0 0 0 0 0 0Mvmt Flow 1 163 0 0 92 2 0 0 0 11 0 5 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 95 0 0 163 0 0 261 260 163 259 259 94 Stage 1 - - - - - - 165 165 - 94 94 - Stage 2 - - - - - - 96 95 - 165 165 -Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical 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 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1512 - - 1428 - - 696 648 887 698 649 968 Stage 1 - - - - - - 842 766 - 918 821 - Stage 2 - - - - - - 916 820 - 842 766 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1511 - - 1428 - - 692 647 887 697 648 967Mov Cap-2 Maneuver - - - - - - 692 647 - 697 648 - Stage 1 - - - - - - 841 765 - 916 820 - Stage 2 - - - - - - 911 819 - 841 765 - Approach EB WB NB SBHCM Control Delay, s 0 0 0 9.8HCM LOSA A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) - 1511 - - 1428 - - 769HCM Lane V/C Ratio - 0.001 - - - - - 0.021HCM Control Delay (s) 0 7.4 0 - 0 - - 9.8HCM Lane LOS A A A - A - - AHCM 95th %tile Q(veh) - 0 - - 0 - - 0.1 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 4: Driveway /Point of Pines Avenue & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-PK.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 2 150 0 0 90 5 0 0 1 5 0 5Future Volume (vph) 2 150 0 0 90 5 0 0 1 5 0 5Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 10 10 10 10 12 12 12 11 11 11Satd. Flow (prot) 0 1744 0 0 1744 0 0 1644 0 0 1485 0Flt Permitted 0.9990.976Satd. Flow (perm) 0 1744 0 0 1744 0 0 1644 0 0 1485 0Link Speed (mph) 30 30 30 30Link Distance (ft) 184 255 243 406Travel Time (s) 4.2 5.8 5.5 9.2Confl. Peds. (#/hr) 11Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 50% 1% 0% 0% 1% 0% 0% 0% 0% 0% 0% 25%Shared Lane Traffic (%)Lane Group Flow (vph) 0 165 0 0 103 0 0 1 0 0 10 0Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 21.3% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 4: Driveway /Point of Pines Avenue & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-PK.synHCM 6th TWSCVHB/AES08/14/2025IntersectionInt Delay, s/veh 0.5Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 2 150 0 0 90 5 0 0 1 5 0 5Future Vol, veh/h 2 150 0 0 90 5 0 0 1 5 0 5Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 50 1 0 0 1 0 0 0 0 0 0 25Mvmt Flow 2 163 0 0 98 5 0 0 1 5 0 5 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 104 0 0 163 0 0 270 271 163 270 269 102 Stage 1 - - - - - - 167 167 - 102 102 - Stage 2 - - - - - - 103 104 - 168 167 -Critical Hdwy 4.6 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.45Critical 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 2.65 - - 2.2 - - 3.5 4 3.3 3.5 4 3.525Pot Cap-1 Maneuver 1236 - - 1428 - - 687 639 887 687 641 894 Stage 1 - - - - - - 840 764 - 909 815 - Stage 2 - - - - - - 908 813 - 839 764 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1235 - - 1428 - - 682 637 887 684 639 893Mov Cap-2 Maneuver - - - - - - 682 637 - 684 639 - Stage 1 - - - - - - 838 762 - 906 814 - Stage 2 - - - - - - 902 812 - 836 762 - Approach EB WB NB SBHCM Control Delay, s 0.1 0 9.1 9.7HCM LOSA A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 887 1235 - - 1428 - - 775HCM Lane V/C Ratio 0.001 0.002 - - - - - 0.014HCM Control Delay (s) 9.1 7.9 0 - 0 - - 9.7HCM Lane LOS A A A - A - - AHCM 95th %tile Q(veh) 0 0 - - 0 - - 0 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 5: Shootflying Hill Road & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-PK.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 10 95 2 10 65 20 0 55 5 35 45 5Future Volume (vph) 10 95 2 10 65 20 0 55 5 35 45 5Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 11 11 11 11 12 12 12 11 11 11Satd. Flow (prot) 0 1792 0 0 1721 0 0 1798 0 0 1709 0Flt Permitted 0.995 0.9950.980Satd. Flow (perm) 0 1792 0 0 1721 0 0 1798 0 0 1709 0Link Speed (mph) 30 30 30 30Link Distance (ft) 563 2758 426 721Travel Time (s) 12.8 62.7 9.7 16.4Confl. Bikes (#/hr) 11Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 2% 0% 10% 3% 0% 0% 5% 0% 6% 4% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 116 0 0 104 0 0 65 0 0 92 0Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 25.2% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 5: Shootflying Hill Road & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-PK.synHCM 6th AWSCVHB/AES08/14/2025IntersectionIntersection Delay, s/veh 8.1Intersection LOS AMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 10 95 2 10 65 20 0 55 5 35 45 5Future Vol, veh/h 10 95 2 10 65 20 0 55 5 35 45 5Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, % 0 2 0 10 3 0 0 5 0 6 4 0Mvmt Flow 11 103 2 11 71 22 0 60 5 38 49 5Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1 1 1 1Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1 1 1 1HCM Control Delay 8.1 8.1 8 8.3HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 0% 9% 11% 41%Vol Thru, % 92% 89% 68% 53%Vol Right, % 8% 2% 21% 6%Sign Control Stop Stop Stop StopTraffic Vol by Lane 60 107 95 85LT Vol 0 10 10 35Through Vol 55 95 65 45RT Vol 5 2 20 5Lane Flow Rate 65 116 103 92Geometry Grp 1 1 1 1Degree of Util (X) 0.082 0.142 0.128 0.119Departure Headway (Hd) 4.548 4.396 4.467 4.628Convergence, Y/N Yes Yes Yes YesCap 789 818 804 776Service Time 2.567 2.414 2.484 2.646HCM Lane V/C Ratio 0.082 0.142 0.128 0.119HCM Control Delay 8 8.1 8.1 8.3HCM Lane LOS A A A AHCM 95th-tile Q 0.3 0.5 0.4 0.4 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 6: Old Stage Road & Driveway /Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-PK.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 1 1 0 1 0 70 1 405 1 105 560 1Future Volume (vph) 1 1 0 1 0 70 1 405 1 105 560 1Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 16 16 16 13 13 13 10 10 10Storage Length (ft) 0 0 0 0 0 0 140 0Storage Lanes 0 0 0 0 0 0 1 0Taper Length (ft) 25 25 25 25Satd. Flow (prot) 0 1236 0 0 1811 0 0 1888 0 1636 1722 0Flt Permitted 0.976 0.999 0.950Satd. Flow (perm) 0 1236 0 0 1811 0 0 1888 0 1636 1722 0Link Speed (mph) 30 30 30 30Link Distance (ft) 401 563 1083 673Travel Time (s) 9.1 12.8 24.6 15.3Confl. Peds. (#/hr)22Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 100% 0% 0% 0% 0% 3% 0% 4% 0% 3% 3% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 2 0 0 77 0 0 442 0 114 610 0Sign Control Stop Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 65.4% ICU Level of Service CAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 6: Old Stage Road & Driveway /Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-PK.synHCM 6th TWSCVHB/AES08/14/2025IntersectionInt Delay, s/veh 1.6Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 1 0 1 0 70 1 405 1 105 560 1Future Vol, veh/h 1 1 0 1 0 70 1 405 1 105 560 1Conflicting Peds, #/hr 0 0 0 0 0 0 2 0 0 0 0 2Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free FreeRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - 140 - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 100 0 0 0 0 3 0 4 0 3 3 0Mvmt Flow 1 1 0 1 0 76 1 440 1 114 609 1 Major/Minor Minor2 Minor1 Major1 Major2Conflicting Flow All 1321 1283 612 1281 1283 441 612 0 0 441 0 0 Stage 1 840 840 - 443 443 - - - - - - - Stage 2 481 443 - 838 840 - - - - - - -Critical Hdwy 8.1 6.5 6.2 7.1 6.5 6.23 4.1 - - 4.13 - -Critical Hdwy Stg 1 7.1 5.5 - 6.1 5.5 - - - - - - -Critical Hdwy Stg 2 7.1 5.5 - 6.1 5.5 - - - - - - -Follow-up Hdwy 4.4 4 3.3 3.5 4 3.327 2.2 - - 2.227 - -Pot Cap-1 Maneuver 84 167 497 144 167 614 977 - - 1114 - - Stage 1 250 384 - 598 579 - - - - - - - Stage 2 419 579 - 364 384 - - - - - - -Platoon blocked, %- - - -Mov Cap-1 Maneuver 68 149 496 132 149 614 975 - - 1114 - -Mov Cap-2 Maneuver 68 149 - 132 149 - - - - - - - Stage 1 249 344 - 597 578 - - - - - - - Stage 2 367 578 - 326 344 - - - - - - - Approach EB WB NB SBHCM Control Delay, s 44.6 12.1 0 1.4HCM LOS E B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBRCapacity (veh/h) 975 - - 93 584 1114 - -HCM Lane V/C Ratio 0.001 - - 0.023 0.132 0.102 - -HCM Control Delay (s) 8.7 0 - 44.6 12.1 8.6 - -HCM Lane LOS A A - E B A - -HCM 95th %tile Q(veh) 0 - - 0.1 0.5 0.3 - - 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 1: Phinney's Lane & Route 28 (Falmouth Road)08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-PK.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ø3Lane ConfigurationsTraffic Volume (vph) 200 970 45 62 925 55 45 135 60 40 110 250Future Volume (vph) 200 970 45 62 925 55 45 135 60 40 110 250Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 16 11 11 16 12 12 12 10 10 12Storage Length (ft) 300 0 130 180 95 0 95 0Storage Lanes 1 0 1 0 1 0 1 0Taper Length (ft) 25 25 25 25Satd. Flow (prot) 1662 3397 0 1745 3429 0 1805 1770 0 1685 1553 0Flt Permitted 0.392 0.392 0.260 0.484Satd. Flow (perm) 686 3397 0 719 3429 0 494 1770 0 858 1553 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 5 6 16 84Link Speed (mph) 30 30 30 30Link Distance (ft) 947 846 814 646Travel Time (s) 21.5 19.2 18.5 14.7Confl. Peds. (#/hr) 2 2Confl. Bikes (#/hr)1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 5% 2% 0% 0% 1% 0% 0% 2% 2% 0% 3% 2%Shared Lane Traffic (%)Lane Group Flow (vph) 217 1103 0 67 1065 0 49 212 0 43 392 0Turn Type custom NA custom NA Perm NA Perm NAProtected Phases 2 6 8 4 3Permitted Phases 5 1 8 4Detector Phase 5 2 1 6 8 8 4 4Switch PhaseMinimum Initial (s) 6.0 15.0 6.0 15.0 6.0 6.0 6.0 6.0 1.0Minimum Split (s) 12.0 21.0 12.0 21.0 12.0 12.0 12.0 12.0 29.0Total Split (s) 16.0 46.0 16.0 46.0 21.0 21.0 21.0 21.0 29.0Total Split (%) 14.3% 41.1% 14.3% 41.1% 18.8% 18.8% 18.8% 18.8% 26%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lead/Lag Lead Lag Lead LagLead-Lag Optimize? Yes Yes Yes YesRecall Mode None Min None Min None None None None NoneAct Effct Green (s) 10.2 36.8 10.2 36.8 15.4 15.4 15.4 15.4Actuated g/C Ratio 0.12 0.43 0.12 0.43 0.18 0.18 0.18 0.18v/c Ratio 2.65 0.75 0.78 0.72 0.55 0.64 0.28 1.13Control Delay 796.9 25.7 92.8 24.6 62.2 42.9 41.0 115.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 796.9 25.7 92.8 24.6 62.2 42.9 41.0 115.3LOS F C F C E D D FApproach Delay 152.5 28.7 46.5 107.9Approach LOS F C D FQueue Length 50th (ft) ~190 220 34 207 23 94 19 ~196Queue Length 95th (ft) #433 #523 #145 #463 #105 #272 67 #518Internal Link Dist (ft) 867 766 734 566Turn Bay Length (ft) 300 130 95 95Base Capacity (vph) 82 1635 86 1651 89 331 154 348Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 2.65 0.67 0.78 0.65 0.55 0.64 0.28 1.13Intersection SummaryArea Type: OtherCycle Length: 112Actuated Cycle Length: 85.2Natural Cycle: 90Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 2.65Intersection Signal Delay: 93.0 Intersection LOS: FIntersection Capacity Utilization 84.6% ICU Level of Service EAnalysis Period (min) 15~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.Splits and Phases: 1: Phinney's Lane & Route 28 (Falmouth Road) 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 2: Phinney's Lane & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-PK.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 120 35 60 320 370 150Future Volume (vph) 120 35 60 320 370 150Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 11 11 11 11Satd. Flow (prot) 1642 0 0 1763 1740 0Flt Permitted 0.963 0.992Satd. Flow (perm) 1642 0 0 1763 1740 0Link Speed (mph) 30 30 30Link Distance (ft) 768 646 670Travel Time (s) 17.5 14.7 15.2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 1% 0% 0% 4% 2% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 168 0 0 413 565 0Sign Control Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 67.5% ICU Level of Service CAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 2: Phinney's Lane & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-PK.synHCM 6th TWSCVHB/AES08/14/2025IntersectionInt Delay, s/veh 5.1Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 120 35 60 320 370 150Future Vol, veh/h 120 35 60 320 370 150Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 1 0 0 4 2 0Mvmt Flow 130 38 65 348 402 163 Major/Minor Minor2 Major1 Major2Conflicting Flow All 962 484 565 0 - 0 Stage 1 484 - - - - - Stage 2 478 - - - - -Critical Hdwy 6.41 6.2 4.1 - - -Critical Hdwy Stg 1 5.41 - - - - -Critical Hdwy Stg 2 5.41 - - - - -Follow-up Hdwy 3.509 3.3 2.2 - - -Pot Cap-1 Maneuver 285 587 1017 - - - Stage 1 622 - - - - - Stage 2 626 - - - - -Platoon blocked, %- - -Mov Cap-1 Maneuver 262 587 1017 - - -Mov Cap-2 Maneuver 262 - - - - - Stage 1 573 - - - - - Stage 2 626 - - - - - Approach EB NB SBHCM Control Delay, s 31.5 1.4 0HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBRCapacity (veh/h) 1017 - 299 - -HCM Lane V/C Ratio 0.064 - 0.563 - -HCM Control Delay (s) 8.8 0 31.5 - -HCM Lane LOS A A D - -HCM 95th %tile Q(veh) 0.2 - 3.2 - - 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 3: Site Driveway/Juniper Road & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-PK.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 1 160 0 0 210 2 0 0 0 0 0 5Future Volume (vph) 1 160 0 0 210 2 0 0 0 0 0 5Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 10 16 16 16 12 12 12 10 10 10Satd. Flow (prot) 0 1773 0 0 2151 0 0 1900 0 0 1534 0Flt PermittedSatd. Flow (perm) 0 1773 0 0 2151 0 0 1900 0 0 1534 0Link Speed (mph) 30 30 30 30Link Distance (ft) 255 768 217 542Travel Time (s) 5.8 17.5 4.9 12.3Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 175 0 0 230 0 0 0 0 0 5 0Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 21.2% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 3: Site Driveway/Juniper Road & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-PK.synHCM 6th TWSCVHB/AES08/14/2025IntersectionInt Delay, s/veh 0.1Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 160 0 0 210 2 0 0 0 0 0 5Future Vol, veh/h 1 160 0 0 210 2 0 0 0 0 0 5Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0Mvmt Flow 1 174 0 0 228 2 0 0 0 0 0 5 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 230 0 0 174 0 0 408 406 174 405 405 229 Stage 1 - - - - - - 176 176 - 229 229 - Stage 2 - - - - - - 232 230 - 176 176 -Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical 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 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1350 - - 1415 - - 557 537 875 560 538 815 Stage 1 - - - - - - 831 757 - 778 718 - Stage 2 - - - - - - 775 718 - 831 757 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1350 - - 1415 - - 553 536 875 559 537 815Mov Cap-2 Maneuver - - - - - - 553 536 - 559 537 - Stage 1 - - - - - - 830 756 - 777 718 - Stage 2 - - - - - - 770 718 - 830 756 - Approach EB WB NB SBHCM Control Delay, s 0 0 0 9.4HCM LOSA A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) - 1350 - - 1415 - - 815HCM Lane V/C Ratio - 0.001 - - - - - 0.007HCM Control Delay (s) 0 7.7 0 - 0 - - 9.4HCM Lane LOS A A A - A - - AHCM 95th %tile Q(veh) - 0 - - 0 - - 0 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 4: Driveway /Point of Pines Avenue & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-PK.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 5 150 0 0 210 5 0 0 0 5 0 5Future Volume (vph) 5 150 0 0 210 5 0 0 0 5 0 5Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 10 10 10 10 12 12 12 11 11 11Satd. Flow (prot) 0 1772 0 0 1768 0 0 1900 0 0 1671 0Flt Permitted 0.9990.976Satd. Flow (perm) 0 1772 0 0 1768 0 0 1900 0 0 1671 0Link Speed (mph) 30 30 30 30Link Distance (ft) 184 255 243 406Travel Time (s) 4.2 5.8 5.5 9.2Confl. Bikes (#/hr)3Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 168 0 0 233 0 0 0 0 0 10 0Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 21.9% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 4: Driveway /Point of Pines Avenue & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-PK.synHCM 6th TWSCVHB/AES08/14/2025IntersectionInt Delay, s/veh 0.4Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 5 150 0 0 210 5 0 0 0 5 0 5Future Vol, veh/h 5 150 0 0 210 5 0 0 0 5 0 5Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0Mvmt Flow 5 163 0 0 228 5 0 0 0 5 0 5 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 233 0 0 163 0 0 406 406 163 404 404 231 Stage 1 - - - - - - 173 173 - 231 231 - Stage 2 - - - - - - 233 233 - 173 173 -Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical 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 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1346 - - 1428 - - 559 537 887 561 539 813 Stage 1 - - - - - - 834 760 - 776 717 - Stage 2 - - - - - - 775 716 - 834 760 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1346 - - 1428 - - 553 535 887 559 537 813Mov Cap-2 Maneuver - - - - - - 553 535 - 559 537 - Stage 1 - - - - - - 831 757 - 773 717 - Stage 2 - - - - - - 770 716 - 831 757 - Approach EB WB NB SBHCM Control Delay, s 0.2 0 0 10.5HCM LOSA B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) - 1346 - - 1428 - - 662HCM Lane V/C Ratio - 0.004 - - - - - 0.016HCM Control Delay (s) 0 7.7 0 - 0 - - 10.5HCM Lane LOS A A A - A - - BHCM 95th %tile Q(veh) - 0 - - 0 - - 0.1 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 5: Shootflying Hill Road & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-PK.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 5 90 0 10 160 30 2 60 5 30 85 10Future Volume (vph) 5 90 0 10 160 30 2 60 5 30 85 10Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 11 11 11 11 12 12 12 11 11 11Satd. Flow (prot) 0 1833 0 0 1795 0 0 1881 0 0 1795 0Flt Permitted 0.998 0.997 0.999 0.988Satd. Flow (perm) 0 1833 0 0 1795 0 0 1881 0 0 1795 0Link Speed (mph) 30 30 30 30Link Distance (ft) 563 2758 426 721Travel Time (s) 12.8 62.7 9.7 16.4Confl. Bikes (#/hr) 1 11Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 103 0 0 218 0 0 72 0 0 136 0Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 33.7% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 5: Shootflying Hill Road & Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-PK.synHCM 6th AWSCVHB/AES08/14/2025IntersectionIntersection Delay, s/veh 8.8Intersection LOS AMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 5 90 0 10 160 30 2 60 5 30 85 10Future Vol, veh/h 5 90 0 10 160 30 2 60 5 30 85 10Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0Mvmt Flow 5 98 0 11 174 33 2 65 5 33 92 11Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1 1 1 1Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1 1 1 1HCM Control Delay 8.4 9.1 8.3 8.8HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 3% 5% 5% 24%Vol Thru, % 90% 95% 80% 68%Vol Right, % 7% 0% 15% 8%Sign Control Stop Stop Stop StopTraffic Vol by Lane 67 95 200 125LT Vol 2 5 10 30Through Vol 60 90 160 85RT Vol 5 0 30 10Lane Flow Rate 73 103 217 136Geometry Grp 1 1 1 1Degree of Util (X) 0.096 0.134 0.268 0.178Departure Headway (Hd) 4.768 4.661 4.445 4.727Convergence, Y/N Yes Yes Yes YesCap 749 768 809 758Service Time 2.81 2.695 2.475 2.763HCM Lane V/C Ratio 0.097 0.134 0.268 0.179HCM Control Delay 8.3 8.4 9.1 8.8HCM Lane LOS A A A AHCM 95th-tile Q 0.3 0.5 1.1 0.6 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 6: Old Stage Road & Driveway /Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-PK.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 0 0 165 0 620 1 90 465 0Future Volume (vph) 0 0 0 0 0 165 0 620 1 90 465 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 16 16 16 13 13 13 10 10 10Storage Length (ft) 0 0 0 0 0 0 140 0Storage Lanes 0 0 0 0 0 0 1 0Taper Length (ft) 25 25 25 25Satd. Flow (prot) 0 1900 0 0 1863 0 0 1944 0 1668 1756 0Flt Permitted0.950Satd. Flow (perm) 0 1900 0 0 1863 0 0 1944 0 1668 1756 0Link Speed (mph) 30 30 30 30Link Distance (ft) 401 563 1083 673Travel Time (s) 9.1 12.8 24.6 15.3Confl. Bikes (#/hr)1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 1% 0% 1% 1% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 0 0 179 0 0 675 0 98 505 0Sign Control Stop Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 77.4% ICU Level of Service DAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 6: Old Stage Road & Driveway /Great Marsh Road08/14/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-PK.synHCM 6th TWSCVHB/AES08/14/2025IntersectionInt Delay, s/veh 2.8Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 0 0 0 0 165 0 620 1 90 465 0Future Vol, veh/h 0 0 0 0 0 165 0 620 1 90 465 0Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free FreeRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - 140 - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 0 0 0 0 0 0 1 0 1 1 0Mvmt Flow 0 0 0 0 0 179 0 674 1 98 505 0 Major/Minor Minor2 Minor1 Major1 Major2Conflicting Flow All 1465 1376 505 1376 1376 675 505 0 0 675 0 0 Stage 1 701 701 - 675 675 - - - - - - - Stage 2 764 675 - 701 701 - - - - - - -Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.11 - -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 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.209 - -Pot Cap-1 Maneuver 107 146 571 124 146 457 1070 - - 921 - - Stage 1 433 444 - 447 456 - - - - - - - Stage 2 399 456 - 433 444 - - - - - - -Platoon blocked, %- - - -Mov Cap-1 Maneuver 60 131 571 114 131 457 1070 - - 921 - -Mov Cap-2 Maneuver 60 131 - 114 131 - - - - - - - Stage 1 433 397 - 447 456 - - - - - - - Stage 2 242 456 - 387 397 - - - - - - - Approach EB WB NB SBHCM Control Delay, s 0 17.9 0 1.5HCM LOS A C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBRCapacity (veh/h) 1070 - - - 457 921 - -HCM Lane V/C Ratio - - - - 0.392 0.106 - -HCM Control Delay (s) 0 - - 0 17.9 9.4 - -HCM Lane LOS A - - A C A - -HCM 95th %tile Q(veh) 0 - - - 1.8 0.4 - - 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 1: Phinney's Lane & Route 28 (Falmouth Road)08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-PK.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ø3Lane ConfigurationsTraffic Volume (vph) 225 1025 30 50 810 20 30 90 45 30 100 165Future Volume (vph) 225 1025 30 50 810 20 30 90 45 30 100 165Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 16 11 11 16 12 12 12 10 10 12Storage Length (ft) 300 0 130 180 95 0 95 0Storage Lanes 1 0 1 0 1 0 1 0Taper Length (ft) 25 25 25 25Satd. Flow (prot) 1694 3337 0 1745 3284 0 1805 1805 0 1685 1490 0Flt Permitted 0.388 0.519 0.290 0.645Satd. Flow (perm) 692 3337 0 953 3284 0 550 1805 0 1144 1490 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 3 2 19 61Link Speed (mph) 30 30 30 30Link Distance (ft) 947 846 814 646Travel Time (s) 21.5 19.2 18.5 14.7Confl. Peds. (#/hr)22Confl. Bikes (#/hr) 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 3% 4% 7% 0% 6% 0% 0% 0% 0% 0% 5% 8%Shared Lane Traffic (%)Lane Group Flow (vph) 245 1147 0 54 902 0 33 147 0 33 288 0Turn Type custom NA custom NA Perm NA Perm NAProtected Phases 2 6 8 4 3Permitted Phases 5 1 8 4Detector Phase 5 2 1 6 8 8 4 4Switch PhaseMinimum Initial (s) 6.0 15.0 6.0 15.0 6.0 6.0 6.0 6.0 1.0Minimum Split (s) 12.0 21.0 12.0 21.0 12.0 12.0 12.0 12.0 29.0Total Split (s) 16.0 46.0 16.0 46.0 21.0 21.0 21.0 21.0 29.0Total Split (%) 14.3% 41.1% 14.3% 41.1% 18.8% 18.8% 18.8% 18.8% 26%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lead/Lag Lead Lag Lead LagLead-Lag Optimize? Yes Yes Yes YesRecall Mode None Min None Min None None None None NoneAct Effct Green (s) 10.3 40.6 9.7 36.3 15.5 15.5 15.5 15.5Actuated g/C Ratio 0.12 0.48 0.11 0.43 0.18 0.18 0.18 0.18v/c Ratio 2.95 0.72 0.50 0.64 0.33 0.43 0.16 0.90Control Delay 921.2 24.0 57.3 22.9 46.8 35.2 37.4 61.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 921.2 24.0 57.3 22.9 46.8 35.2 37.4 61.0LOS F C E C D D D EApproach Delay 181.9 24.8 37.3 58.6Approach LOS F C D EQueue Length 50th (ft) ~223 235 27 167 15 59 15 118Queue Length 95th (ft) #482 #570 #103 378 #62 155 53 #375Internal Link Dist (ft) 867 766 734 566Turn Bay Length (ft) 300 130 95 95Base Capacity (vph) 83 1619 115 1593 100 343 207 320Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 2.95 0.71 0.47 0.57 0.33 0.43 0.16 0.90Intersection SummaryArea Type: OtherCycle Length: 112Actuated Cycle Length: 85.1Natural Cycle: 90Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 2.95Intersection Signal Delay: 106.2 Intersection LOS: FIntersection Capacity Utilization 75.4% ICU Level of Service DAnalysis Period (min) 15~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.Splits and Phases: 1: Phinney's Lane & Route 28 (Falmouth Road) 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 2: Phinney's Lane & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-PK.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 130 40 25 315 260 70Future Volume (vph) 130 40 25 315 260 70Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 11 11 11 11Satd. Flow (prot) 1617 0 0 1764 1683 0Flt Permitted 0.963 0.996Satd. Flow (perm) 1617 0 0 1764 1683 0Link Speed (mph) 30 30 30Link Distance (ft) 768 646 670Travel Time (s) 17.5 14.7 15.2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 2% 3% 0% 4% 7% 2%Shared Lane Traffic (%)Lane Group Flow (vph) 184 0 0 369 359 0Sign Control Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 53.5% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 2: Phinney's Lane & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-PK.synHCM 6th TWSCVHB/AES08/15/2025IntersectionInt Delay, s/veh 4.2Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 130 40 25 315 260 70Future Vol, veh/h 130 40 25 315 260 70Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 3 0 4 7 2Mvmt Flow 141 43 27 342 283 76 Major/Minor Minor2 Major1 Major2Conflicting Flow All 717 321 359 0 - 0 Stage 1 321 - - - - - Stage 2 396 - - - - -Critical Hdwy 6.42 6.23 4.1 - - -Critical Hdwy Stg 1 5.42 - - - - -Critical Hdwy Stg 2 5.42 - - - - -Follow-up Hdwy 3.518 3.327 2.2 - - -Pot Cap-1 Maneuver 396 718 1211 - - - Stage 1 735 - - - - - Stage 2 680 - - - - -Platoon blocked, %- - -Mov Cap-1 Maneuver 385 718 1211 - - -Mov Cap-2 Maneuver 385 - - - - - Stage 1 714 - - - - - Stage 2 680 - - - - - Approach EB NB SBHCM Control Delay, s 19.4 0.6 0HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBRCapacity (veh/h) 1211 - 432 - -HCM Lane V/C Ratio 0.022 - 0.428 - -HCM Control Delay (s) 8 0 19.4 - -HCM Lane LOS A A C - -HCM 95th %tile Q(veh) 0.1 - 2.1 - - 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 3: Site Driveway/Juniper Road & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-PK.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 1 150 5 5 85 2 10 0 10 10 0 5Future Volume (vph) 1 150 5 5 85 2 10 0 10 10 0 5Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 10 16 16 16 12 12 12 10 10 10Satd. Flow (prot) 0 1766 0 0 2121 0 0 1728 0 0 1643 0Flt Permitted0.997 0.976 0.967Satd. Flow (perm) 0 1766 0 0 2121 0 0 1728 0 0 1643 0Link Speed (mph) 30 30 30 30Link Distance (ft) 255 768 217 542Travel Time (s) 5.8 17.5 4.9 12.3Confl. Peds. (#/hr) 11Confl. Bikes (#/hr) 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 0% 0% 1% 0% 0% 0% 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 169 0 0 99 0 0 22 0 0 16 0Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 18.5% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 3: Site Driveway/Juniper Road & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-PK.synHCM 6th TWSCVHB/AES08/15/2025IntersectionInt Delay, s/veh 1.3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 150 5 5 85 2 10 0 10 10 0 5Future Vol, veh/h 1 150 5 5 85 2 10 0 10 10 0 5Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 0 0 0 1 0 0 0 0 0 0 0Mvmt Flow 1 163 5 5 92 2 11 0 11 11 0 5 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 95 0 0 168 0 0 274 273 166 277 274 94 Stage 1 - - - - - - 168 168 - 104 104 - Stage 2 - - - - - - 106 105 - 173 170 -Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical 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 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1512 - - 1422 - - 683 637 884 679 637 968 Stage 1 - - - - - - 839 763 - 907 813 - Stage 2 - - - - - - 905 812 - 834 762 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1511 - - 1422 - - 677 633 884 667 633 967Mov Cap-2 Maneuver - - - - - - 677 633 - 667 633 - Stage 1 - - - - - - 838 762 - 905 809 - Stage 2 - - - - - - 896 808 - 823 761 - Approach EB WB NB SBHCM Control Delay, s 0 0.4 9.8 9.9HCM LOSA A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 767 1511 - - 1422 - - 744HCM Lane V/C Ratio 0.028 0.001 - - 0.004 - - 0.022HCM Control Delay (s) 9.8 7.4 0 - 7.5 0 - 9.9HCM Lane LOS A A A - A A - AHCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.1 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 4: Driveway /Point of Pines Avenue & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-PK.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 2 155 0 0 100 5 0 0 1 5 0 5Future Volume (vph) 2 155 0 0 100 5 0 0 1 5 0 5Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 10 10 10 10 12 12 12 11 11 11Satd. Flow (prot) 0 1744 0 0 1746 0 0 1644 0 0 1485 0Flt Permitted 0.9990.976Satd. Flow (perm) 0 1744 0 0 1746 0 0 1644 0 0 1485 0Link Speed (mph) 30 30 30 30Link Distance (ft) 184 255 243 406Travel Time (s) 4.2 5.8 5.5 9.2Confl. Peds. (#/hr) 11Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 50% 1% 0% 0% 1% 0% 0% 0% 0% 0% 0% 25%Shared Lane Traffic (%)Lane Group Flow (vph) 0 170 0 0 114 0 0 1 0 0 10 0Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 21.5% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 4: Driveway /Point of Pines Avenue & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-PK.synHCM 6th TWSCVHB/AES08/15/2025IntersectionInt Delay, s/veh 0.4Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 2 155 0 0 100 5 0 0 1 5 0 5Future Vol, veh/h 2 155 0 0 100 5 0 0 1 5 0 5Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 50 1 0 0 1 0 0 0 0 0 0 25Mvmt Flow 2 168 0 0 109 5 0 0 1 5 0 5 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 115 0 0 168 0 0 286 287 168 286 285 113 Stage 1 - - - - - - 172 172 - 113 113 - Stage 2 - - - - - - 114 115 - 173 172 -Critical Hdwy 4.6 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.45Critical 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 2.65 - - 2.2 - - 3.5 4 3.3 3.5 4 3.525Pot Cap-1 Maneuver 1223 - - 1422 - - 670 626 881 670 628 881 Stage 1 - - - - - - 835 760 - 897 806 - Stage 2 - - - - - - 896 804 - 834 760 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1222 - - 1422 - - 665 624 881 667 626 880Mov Cap-2 Maneuver - - - - - - 665 624 - 667 626 - Stage 1 - - - - - - 833 758 - 894 805 - Stage 2 - - - - - - 890 803 - 831 758 - Approach EB WB NB SBHCM Control Delay, s 0.1 0 9.1 9.8HCM LOSA A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 881 1222 - - 1422 - - 759HCM Lane V/C Ratio 0.001 0.002 - - - - - 0.014HCM Control Delay (s) 9.1 8 0 - 0 - - 9.8HCM Lane LOS A A A - A - - AHCM 95th %tile Q(veh) 0 0 - - 0 - - 0 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 5: Shootflying Hill Road & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-PK.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 10 100 2 10 75 20 0 55 5 35 45 5Future Volume (vph) 10 100 2 10 75 20 0 55 5 35 45 5Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 11 11 11 11 12 12 12 11 11 11Satd. Flow (prot) 0 1794 0 0 1727 0 0 1798 0 0 1709 0Flt Permitted 0.996 0.9950.980Satd. Flow (perm) 0 1794 0 0 1727 0 0 1798 0 0 1709 0Link Speed (mph) 30 30 30 30Link Distance (ft) 563 2758 426 721Travel Time (s) 12.8 62.7 9.7 16.4Confl. Bikes (#/hr) 11Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 2% 0% 10% 3% 0% 0% 5% 0% 6% 4% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 122 0 0 115 0 0 65 0 0 92 0Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 25.6% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 5: Shootflying Hill Road & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-PK.synHCM 6th AWSCVHB/AES08/15/2025IntersectionIntersection Delay, s/veh 8.2Intersection LOS AMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 10 100 2 10 75 20 0 55 5 35 45 5Future Vol, veh/h 10 100 2 10 75 20 0 55 5 35 45 5Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, % 0 2 0 10 3 0 0 5 0 6 4 0Mvmt Flow 11 109 2 11 82 22 0 60 5 38 49 5Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1 1 1 1Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1 1 1 1HCM Control Delay 8.2 8.2 8 8.3HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 0% 9% 10% 41%Vol Thru, % 92% 89% 71% 53%Vol Right, % 8% 2% 19% 6%Sign Control Stop Stop Stop StopTraffic Vol by Lane 60 112 105 85LT Vol 0 10 10 35Through Vol 55 100 75 45RT Vol 5 2 20 5Lane Flow Rate 65 122 114 92Geometry Grp 1 1 1 1Degree of Util (X) 0.083 0.149 0.142 0.12Departure Headway (Hd) 4.587 4.413 4.486 4.667Convergence, Y/N Yes Yes Yes YesCap 782 814 801 770Service Time 2.609 2.43 2.505 2.687HCM Lane V/C Ratio 0.083 0.15 0.142 0.119HCM Control Delay 8 8.2 8.2 8.3HCM Lane LOS A A A AHCM 95th-tile Q 0.3 0.5 0.5 0.4 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 6: Old Stage Road & Driveway /Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-PK.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 1 1 0 5 0 75 1 405 2 105 560 1Future Volume (vph) 1 1 0 5 0 75 1 405 2 105 560 1Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 16 16 16 13 13 13 10 10 10Storage Length (ft) 0 0 0 0 0 0 140 0Storage Lanes 0 0 0 0 0 0 1 0Taper Length (ft) 25 25 25 25Satd. Flow (prot) 0 1236 0 0 1823 0 0 1886 0 1636 1722 0Flt Permitted 0.976 0.997 0.950Satd. Flow (perm) 0 1236 0 0 1823 0 0 1886 0 1636 1722 0Link Speed (mph) 30 30 30 30Link Distance (ft) 401 563 1083 673Travel Time (s) 9.1 12.8 24.6 15.3Confl. Peds. (#/hr)22Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 100% 0% 0% 0% 0% 3% 0% 4% 0% 3% 3% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 2 0 0 87 0 0 443 0 114 610 0Sign Control Stop Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 65.9% ICU Level of Service CAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 6: Old Stage Road & Driveway /Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-PK.synHCM 6th TWSCVHB/AES08/15/2025IntersectionInt Delay, s/veh 1.8Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 1 0 5 0 75 1 405 2 105 560 1Future Vol, veh/h 1 1 0 5 0 75 1 405 2 105 560 1Conflicting Peds, #/hr 0 0 0 0 0 0 2 0 0 0 0 2Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free FreeRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - 140 - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 100 0 0 0 0 3 0 4 0 3 3 0Mvmt Flow 1 1 0 5 0 82 1 440 2 114 609 1 Major/Minor Minor2 Minor1 Major1 Major2Conflicting Flow All 1324 1284 612 1281 1283 441 612 0 0 442 0 0 Stage 1 840 840 - 443 443 - - - - - - - Stage 2 484 444 - 838 840 - - - - - - -Critical Hdwy 8.1 6.5 6.2 7.1 6.5 6.23 4.1 - - 4.13 - -Critical Hdwy Stg 1 7.1 5.5 - 6.1 5.5 - - - - - - -Critical Hdwy Stg 2 7.1 5.5 - 6.1 5.5 - - - - - - -Follow-up Hdwy 4.4 4 3.3 3.5 4 3.327 2.2 - - 2.227 - -Pot Cap-1 Maneuver 84 166 497 144 167 614 977 - - 1113 - - Stage 1 250 384 - 598 579 - - - - - - - Stage 2 417 579 - 364 384 - - - - - - -Platoon blocked, %- - - -Mov Cap-1 Maneuver 67 149 496 132 149 614 975 - - 1113 - -Mov Cap-2 Maneuver 67 149 - 132 149 - - - - - - - Stage 1 249 344 - 597 578 - - - - - - - Stage 2 361 578 - 326 344 - - - - - - - Approach EB WB NB SBHCM Control Delay, s 45.1 13.7 0 1.4HCM LOS E B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBRCapacity (veh/h) 975 - - 92 500 1113 - -HCM Lane V/C Ratio 0.001 - - 0.024 0.174 0.103 - -HCM Control Delay (s) 8.7 0 - 45.1 13.7 8.6 - -HCM Lane LOS A A - E B A - -HCM 95th %tile Q(veh) 0 - - 0.1 0.6 0.3 - - 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 1: Phinney's Lane & Route 28 (Falmouth Road)08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-PK.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ø3Lane ConfigurationsTraffic Volume (vph) 200 970 45 62 925 60 45 135 60 40 110 250Future Volume (vph) 200 970 45 62 925 60 45 135 60 40 110 250Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 16 11 11 16 12 12 12 10 10 12Storage Length (ft) 300 0 130 180 95 0 95 0Storage Lanes 1 0 1 0 1 0 1 0Taper Length (ft) 25 25 25 25Satd. Flow (prot) 1662 3397 0 1745 3426 0 1805 1770 0 1685 1553 0Flt Permitted 0.392 0.392 0.260 0.484Satd. Flow (perm) 686 3397 0 719 3426 0 494 1770 0 858 1553 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 5 7 16 84Link Speed (mph) 30 30 30 30Link Distance (ft) 947 846 814 646Travel Time (s) 21.5 19.2 18.5 14.7Confl. Peds. (#/hr) 2 2Confl. Bikes (#/hr)1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 5% 2% 0% 0% 1% 0% 0% 2% 2% 0% 3% 2%Shared Lane Traffic (%)Lane Group Flow (vph) 217 1103 0 67 1070 0 49 212 0 43 392 0Turn Type custom NA custom NA Perm NA Perm NAProtected Phases 2 6 8 4 3Permitted Phases 5 1 8 4Detector Phase 5 2 1 6 8 8 4 4Switch PhaseMinimum Initial (s) 6.0 15.0 6.0 15.0 6.0 6.0 6.0 6.0 1.0Minimum Split (s) 12.0 21.0 12.0 21.0 12.0 12.0 12.0 12.0 29.0Total Split (s) 16.0 46.0 16.0 46.0 21.0 21.0 21.0 21.0 29.0Total Split (%) 14.3% 41.1% 14.3% 41.1% 18.8% 18.8% 18.8% 18.8% 26%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lead/Lag Lead Lag Lead LagLead-Lag Optimize? Yes Yes Yes YesRecall Mode None Min None Min None None None None NoneAct Effct Green (s) 10.2 36.8 10.2 36.8 15.4 15.4 15.4 15.4Actuated g/C Ratio 0.12 0.43 0.12 0.43 0.18 0.18 0.18 0.18v/c Ratio 2.65 0.75 0.78 0.72 0.55 0.64 0.28 1.13Control Delay 796.9 25.7 92.8 24.7 62.2 42.9 41.0 115.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 796.9 25.7 92.8 24.7 62.2 42.9 41.0 115.3LOS F C F C E D D FApproach Delay 152.5 28.7 46.5 107.9Approach LOS F C D FQueue Length 50th (ft) ~190 220 34 208 23 94 19 ~196Queue Length 95th (ft) #433 #523 #145 #471 #105 #272 67 #518Internal Link Dist (ft) 867 766 734 566Turn Bay Length (ft) 300 130 95 95Base Capacity (vph) 82 1635 86 1650 89 331 154 348Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 2.65 0.67 0.78 0.65 0.55 0.64 0.28 1.13Intersection SummaryArea Type: OtherCycle Length: 112Actuated Cycle Length: 85.2Natural Cycle: 90Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 2.65Intersection Signal Delay: 92.9 Intersection LOS: FIntersection Capacity Utilization 84.7% ICU Level of Service EAnalysis Period (min) 15~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.Splits and Phases: 1: Phinney's Lane & Route 28 (Falmouth Road) 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 2: Phinney's Lane & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-PK.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 125 40 65 320 370 155Future Volume (vph) 125 40 65 320 370 155Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 11 11 11 11Satd. Flow (prot) 1641 0 0 1763 1739 0Flt Permitted 0.963 0.992Satd. Flow (perm) 1641 0 0 1763 1739 0Link Speed (mph) 30 30 30Link Distance (ft) 768 646 670Travel Time (s) 17.5 14.7 15.2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 1% 0% 0% 4% 2% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 179 0 0 419 570 0Sign Control Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 68.7% ICU Level of Service CAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 2: Phinney's Lane & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-PK.synHCM 6th TWSCVHB/AES08/15/2025IntersectionInt Delay, s/veh 5.8Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 125 40 65 320 370 155Future Vol, veh/h 125 40 65 320 370 155Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 1 0 0 4 2 0Mvmt Flow 136 43 71 348 402 168 Major/Minor Minor2 Major1 Major2Conflicting Flow All 976 486 570 0 - 0 Stage 1 486 - - - - - Stage 2 490 - - - - -Critical Hdwy 6.41 6.2 4.1 - - -Critical Hdwy Stg 1 5.41 - - - - -Critical Hdwy Stg 2 5.41 - - - - -Follow-up Hdwy 3.509 3.3 2.2 - - -Pot Cap-1 Maneuver 280 585 1013 - - - Stage 1 621 - - - - - Stage 2 618 - - - - -Platoon blocked, %- - -Mov Cap-1 Maneuver 256 585 1013 - - -Mov Cap-2 Maneuver 256 - - - - - Stage 1 567 - - - - - Stage 2 618 - - - - - Approach EB NB SBHCM Control Delay, s 34.2 1.5 0HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBRCapacity (veh/h) 1013 - 296 - -HCM Lane V/C Ratio 0.07 - 0.606 - -HCM Control Delay (s) 8.8 0 34.2 - -HCM Lane LOS A A D - -HCM 95th %tile Q(veh) 0.2 - 3.7 - - 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 3: Site Driveway/Juniper Road & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-PK.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 1 160 10 10 210 2 5 0 5 0 0 5Future Volume (vph) 1 160 10 10 210 2 5 0 5 0 0 5Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 10 16 16 16 12 12 12 10 10 10Satd. Flow (prot) 0 1759 0 0 2147 0 0 1728 0 0 1534 0Flt Permitted0.998 0.976Satd. Flow (perm) 0 1759 0 0 2147 0 0 1728 0 0 1534 0Link Speed (mph) 30 30 30 30Link Distance (ft) 255 768 217 542Travel Time (s) 5.8 17.5 4.9 12.3Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 186 0 0 241 0 0 10 0 0 5 0Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 29.9% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 3: Site Driveway/Juniper Road & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-PK.synHCM 6th TWSCVHB/AES08/15/2025IntersectionInt Delay, s/veh 0.5Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 160 10 10 210 2 5 0 5 0 0 5Future Vol, veh/h 1 160 10 10 210 2 5 0 5 0 0 5Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0Mvmt Flow 1 174 11 11 228 2 5 0 5 0 0 5 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 230 0 0 185 0 0 436 434 180 435 438 229 Stage 1 - - - - - - 182 182 - 251 251 - Stage 2 - - - - - - 254 252 - 184 187 -Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical 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 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1350 - - 1402 - - 534 518 868 535 515 815 Stage 1 - - - - - - 824 753 - 758 703 - Stage 2 - - - - - - 755 702 - 822 749 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1350 - - 1402 - - 527 513 868 528 510 815Mov Cap-2 Maneuver - - - - - - 527 513 - 528 510 - Stage 1 - - - - - - 823 752 - 757 697 - Stage 2 - - - - - - 743 696 - 816 748 - Approach EB WB NB SBHCM Control Delay, s 0 0.3 10.6 9.4HCM LOSB A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 656 1350 - - 1402 - - 815HCM Lane V/C Ratio 0.017 0.001 - - 0.008 - - 0.007HCM Control Delay (s) 10.6 7.7 0 - 7.6 0 - 9.4HCM Lane LOS B A A - A A - AHCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 4: Driveway /Point of Pines Avenue & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-PK.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 5 160 0 0 215 5 0 0 0 5 0 5Future Volume (vph) 5 160 0 0 215 5 0 0 0 5 0 5Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 10 10 10 10 12 12 12 11 11 11Satd. Flow (prot) 0 1772 0 0 1768 0 0 1900 0 0 1671 0Flt Permitted 0.9990.976Satd. Flow (perm) 0 1772 0 0 1768 0 0 1900 0 0 1671 0Link Speed (mph) 30 30 30 30Link Distance (ft) 184 255 243 406Travel Time (s) 4.2 5.8 5.5 9.2Confl. Bikes (#/hr)3Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 179 0 0 239 0 0 0 0 0 10 0Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 22.5% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 4: Driveway /Point of Pines Avenue & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-PK.synHCM 6th TWSCVHB/AES08/15/2025IntersectionInt Delay, s/veh 0.4Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 5 160 0 0 215 5 0 0 0 5 0 5Future Vol, veh/h 5 160 0 0 215 5 0 0 0 5 0 5Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0Mvmt Flow 5 174 0 0 234 5 0 0 0 5 0 5 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 239 0 0 174 0 0 423 423 174 421 421 237 Stage 1 - - - - - - 184 184 - 237 237 - Stage 2 - - - - - - 239 239 - 184 184 -Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical 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 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1340 - - 1415 - - 545 526 875 546 527 807 Stage 1 - - - - - - 822 751 - 771 713 - Stage 2 - - - - - - 769 711 - 822 751 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1340 - - 1415 - - 540 524 875 544 525 807Mov Cap-2 Maneuver - - - - - - 540 524 - 544 525 - Stage 1 - - - - - - 819 748 - 768 713 - Stage 2 - - - - - - 764 711 - 819 748 - Approach EB WB NB SBHCM Control Delay, s 0.2 0 0 10.6HCM LOSA B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) - 1340 - - 1415 - - 650HCM Lane V/C Ratio - 0.004 - - - - - 0.017HCM Control Delay (s) 0 7.7 0 - 0 - - 10.6HCM Lane LOS A A A - A - - BHCM 95th %tile Q(veh) - 0 - - 0 - - 0.1 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 5: Shootflying Hill Road & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-PK.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 5 100 0 10 165 30 2 60 5 30 85 10Future Volume (vph) 5 100 0 10 165 30 2 60 5 30 85 10Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 11 11 11 11 12 12 12 11 11 11Satd. Flow (prot) 0 1833 0 0 1796 0 0 1881 0 0 1795 0Flt Permitted 0.998 0.998 0.999 0.988Satd. Flow (perm) 0 1833 0 0 1796 0 0 1881 0 0 1795 0Link Speed (mph) 30 30 30 30Link Distance (ft) 563 2758 426 721Travel Time (s) 12.8 62.7 9.7 16.4Confl. Bikes (#/hr) 1 11Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 114 0 0 223 0 0 72 0 0 136 0Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 34.1% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 5: Shootflying Hill Road & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-PK.synHCM 6th AWSCVHB/AES08/15/2025IntersectionIntersection Delay, s/veh 8.9Intersection LOS AMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 5 100 0 10 165 30 2 60 5 30 85 10Future Vol, veh/h 5 100 0 10 165 30 2 60 5 30 85 10Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0Mvmt Flow 5 109 0 11 179 33 2 65 5 33 92 11Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1 1 1 1Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1 1 1 1HCM Control Delay 8.5 9.2 8.4 8.9HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 3% 5% 5% 24%Vol Thru, % 90% 95% 80% 68%Vol Right, % 7% 0% 15% 8%Sign Control Stop Stop Stop StopTraffic Vol by Lane 67 105 205 125LT Vol 2 5 10 30Through Vol 60 100 165 85RT Vol 5 0 30 10Lane Flow Rate 73 114 223 136Geometry Grp 1 1 1 1Degree of Util (X) 0.097 0.148 0.276 0.18Departure Headway (Hd) 4.81 4.669 4.462 4.766Convergence, Y/N Yes Yes Yes YesCap 743 766 804 751Service Time 2.854 2.708 2.496 2.805HCM Lane V/C Ratio 0.098 0.149 0.277 0.181HCM Control Delay 8.4 8.5 9.2 8.9HCM Lane LOS A A A AHCM 95th-tile Q 0.3 0.5 1.1 0.7 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 6: Old Stage Road & Driveway /Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-PK.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 2 0 170 0 620 5 95 465 0Future Volume (vph) 0 0 0 2 0 170 0 620 5 95 465 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 16 16 16 13 13 13 10 10 10Storage Length (ft) 0 0 0 0 0 0 140 0Storage Lanes 0 0 0 0 0 0 1 0Taper Length (ft) 25 25 25 25Satd. Flow (prot) 0 1900 0 0 1863 0 0 1942 0 1668 1756 0Flt Permitted0.999 0.950Satd. Flow (perm) 0 1900 0 0 1863 0 0 1942 0 1668 1756 0Link Speed (mph) 30 30 30 30Link Distance (ft) 401 563 1083 673Travel Time (s) 9.1 12.8 24.6 15.3Confl. Bikes (#/hr)1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 1% 0% 1% 1% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 0 0 187 0 0 679 0 103 505 0Sign Control Stop Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 78.0% ICU Level of Service DAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 6: Old Stage Road & Driveway /Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-PK.synHCM 6th TWSCVHB/AES08/15/2025IntersectionInt Delay, s/veh 3.1Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 0 0 2 0 170 0 620 5 95 465 0Future Vol, veh/h 0 0 0 2 0 170 0 620 5 95 465 0Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free FreeRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - 140 - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 0 0 0 0 0 0 1 0 1 1 0Mvmt Flow 0 0 0 2 0 185 0 674 5 103 505 0 Major/Minor Minor2 Minor1 Major1 Major2Conflicting Flow All 1480 1390 505 1388 1388 677 505 0 0 679 0 0 Stage 1 711 711 - 677 677 - - - - - - - Stage 2 769 679 - 711 711 - - - - - - -Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.11 - -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 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.209 - -Pot Cap-1 Maneuver 105 144 571 121 144 456 1070 - - 918 - - Stage 1 427 439 - 446 455 - - - - - - - Stage 2 397 454 - 427 439 - - - - - - -Platoon blocked, %- - - -Mov Cap-1 Maneuver 57 128 571 111 128 456 1070 - - 918 - -Mov Cap-2 Maneuver 57 128 - 111 128 - - - - - - - Stage 1 427 390 - 446 455 - - - - - - - Stage 2 236 454 - 379 390 - - - - - - - Approach EB WB NB SBHCM Control Delay, s 0 19.1 0 1.6HCM LOS A C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBRCapacity (veh/h) 1070 - - - 440 918 - -HCM Lane V/C Ratio - - - - 0.425 0.112 - -HCM Control Delay (s) 0 - - 0 19.1 9.4 - -HCM Lane LOS A - - A C A - -HCM 95th %tile Q(veh) 0 - - - 2.1 0.4 - - Average Season Conditions Network Diagrams and Intersection Capacity Analyses SnegSignalized Intersection= Negligible ne g ne g ne g neg neg negnegnegnegne g ne g ne g ne g negnegnegnegnegnegneg negnegnegnegnegnegnegnegS28Ph i n n e y ' s L a n e Ph i n n e y ' s L a n e Ju n i p e r R o a d Sit e D r i v e w a y Poi n t o f P i n e s Av e n u e Dri v e w a y Great Marsh RoadShootfl y i n g H i l l Road Shootfl y i n g H i l l Road Falmouth Road28Old Stage RoadOld Stage RoadFalmouth RoadGreat Marsh RoadNNot to Scale\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Graphics\Traffic Study\Traffic Study Figures.dwg 195 Phinney’s Lane | Centerville, MA2025 Existing Conditions - Average Season - Weekday Morning Peak Hour Traffic Volumes SnegSignalized Intersection= Negligible ne g ne g ne g neg negnegnegnegnegne g ne g ne g ne g neg negnegnegnegneg neg negnegnegnegnegnegnegS28Ph i n n e y ' s L a n e Ph i n n e y ' s L a n e Ju n i p e r R o a d Sit e D r i v e w a y Poi n t o f P i n e s Av e n u e Dri v e w a y Great Marsh RoadShootfl y i n g H i l l Road Shootfl y i n g H i l l Road Falmouth Road28Old Stage RoadOld Stage RoadFalmouth RoadGreat Marsh RoadNNot to Scale\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Graphics\Traffic Study\Traffic Study Figures.dwg 195 Phinney’s Lane | Centerville, MA2025 Existing Conditions - Average Season - Weekday Evening Peak Hour Traffic Volumes SnegSignalized Intersection= Negligible ne g ne g ne g neg neg negnegnegnegne g ne g ne g neg negnegnegnegnegnegneg negnegnegnegnegnegnegnegS28Ph i n n e y ' s L a n e Ph i n n e y ' s L a n e Ju n i p e r R o a d Sit e D r i v e w a y Poi n t o f P i n e s Av e n u e Dri v e w a y Great Marsh RoadShootfl y i n g H i l l Road Shootfl y i n g H i l l Road Falmouth Road28Old Stage RoadOld Stage RoadFalmouth RoadGreat Marsh RoadNNot to Scale\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Graphics\Traffic Study\Traffic Study Figures.dwg 195 Phinney’s Lane | Centerville, MA2032 No-Build Conditions - Average Season - Weekday Morning Peak Hour Traffic Volumes SnegSignalized Intersection= Negligible ne g ne g ne g neg negnegnegnegnegne g ne g ne g neg ne g negnegnegnegneg negnegnegnegnegnegnegnegS28Ph i n n e y ' s L a n e Ph i n n e y ' s L a n e Ju n i p e r R o a d Sit e D r i v e w a y Poi n t o f P i n e s Av e n u e Dri v e w a y Great Marsh RoadShootfl y i n g H i l l Road Shootfl y i n g H i l l Road Falmouth Road28Old Stage RoadOld Stage RoadFalmouth RoadGreat Marsh RoadNNot to Scale\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Graphics\Traffic Study\Traffic Study Figures.dwg 195 Phinney’s Lane | Centerville, MA2032 No-Build Conditions - Average Season - Weekday Evening Peak Hour Traffic Volumes SnegSignalized Intersection= Negligible ne g ne g neg negnegne g ne g ne g neg ne gnegnegnegnegnegneg negnegnegnegnegnegnegS28Ph i n n e y ' s L a n e Ph i n n e y ' s L a n e Ju n i p e r R o a d Sit e D r i v e w a y Poi n t o f P i n e s Av e n u e Dri v e w a y Great Marsh RoadShootfl y i n g H i l l Road Shootfl y i n g H i l l Road Falmouth Road28Old Stage RoadOld Stage RoadFalmouth RoadGreat Marsh RoadNNot to Scale\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Graphics\Traffic Study\Traffic Study Figures_v2.dwg 195 Phinney’s Lane | Centerville, MA2032 Build Conditions - Average Season - Weekday Morning Peak Hour Traffic Volumes SnegSignalized Intersection= Negligible ne g neg negnegnegne g ne g ne g ne g neg negnegnegnegneg negnegnegnegnegnegnegS28Ph i n n e y ' s L a n e Ph i n n e y ' s L a n e Ju n i p e r R o a d Sit e D r i v e w a y Poi n t o f P i n e s Av e n u e Dri v e w a y Great Marsh RoadShootfl y i n g H i l l Road Shootfl y i n g H i l l Road Falmouth Road28Old Stage RoadOld Stage RoadFalmouth RoadGreat Marsh RoadNNot to Scale\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Graphics\Traffic Study\Traffic Study Figures_v2.dwg 195 Phinney’s Lane | Centerville, MA2032 Build Conditions - Average Season - Weekday Evening Peak Hour Traffic Volumes Signalized Intersection Capacity Analysis – Average Season Location / Movement 2025 Existing Conditions 2032 No-Build Conditions 2032 Build Conditions v/c a Del b LOS c 50 Q d95 Q e v/c Del LOS 50 Q 95 Q v/c Del LOS 50 Q 95 Q Falmouth Road (Route 28) at Phinney’s Lane Weekday Morning EB L >1.20 >120 F ~135 #389 >1.20 >120 F ~148 #405 >1.20 >120 F ~148 #405 EB T 0.58 20 C 166 375 0.64 22 C 172 387 0.64 22 C 172 387 WB L 0.27 41 D 17 68 0.37 48 D 18 #74 0.37 48 D 18 #74 WB T 0.60 23 C 120 277 0.60 23 C 127 292 0.60 23 C 127 292 NB L 0.17 36 D 11 45 0.16 36 D 10 47 0.16 36 D 10 47 NB T 0.34 30 C 41 122 0.31 30 C 36 122 0.31 30 C 36 122 SB L 0.10 34 C 8 40 0.09 34 C 8 39 0.09 34 C 8 39 SB T 0.69 36 D 71 #279 0.71 38 D 74 #292 0.71 38 D 74 #292 Overall 67 E 75 E 75 E Weekday Evening EB L >1.20 >120 F ~110 #346 >1.20 >120 F ~117 #356 >1.20 >120 F ~117 #356 EB T 0.61 22 C 153 346 0.62 22 C 162 366 0.62 22 C 162 366 WB L 0.45 50 D 20 #99 0.47 51 D 22 #105 0.47 51 D 22 #105 WB T 0.65 24 C 139 316 0.68 24 C 155 350 0.68 24 C 155 352 NB L 0.34 42 D 16 61 0.34 44 D 14 #74 0.35 44 D 14 #74 NB T 0.53 35 C 68 #186 0.47 34 C 59 #201 0.47 34 C 59 #201 SB L 0.18 35 C 13 59 0.18 35 C 14 59 0.18 35 C 14 59 SB T 0.77 38 D 84 #354 0.83 45 D 96 #389 0.83 45 D 96 #389 Overall 56 E 59 E 59 E a Volume to capacity ratio. b Average total delay, in seconds per vehicle. c Level-of-service. d 50th percentile queue, in feet. e 95th percentile queue, in feet. ~ Volume exceeds capacity, queue is theoretically infinite. # 95th percentile volume exceeds capacity, queue may be longer. m Volume for 95th percentile queue is metered by upstream signal. dl Defacto Left Lane. Recode with 1 through lane as a left lane. Unsignalized Intersection Capacity Analysis – Average Season Location / Movement 2025 Existing Conditions 2032 No-Build Conditions 2032 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 Phinney’s Lane at Great Marsh Road Weekday Morning EB L/R 125 0.26 15 B 28 130 0.28 15 B 28 145 0.31 15 C 33 NB L 20 0.02 8 A 3 20 0.02 8 A 3 20 0.02 8 A 3 Weekday Evening EB L/R 125 0.32 18 C 35 130 0.36 19 C 40 140 0.40 21 C 48 NB L 50 0.05 8 A 3 50 0.05 8 A 5 55 0.05 8 A 5 Great Marsh Road at Juniper Road/Site Driveway Weekday Morning EB L 1 0.00 7 A 0 1 0.00 7 A 0 1 0.00 7 A 0 WB L - - - - - - - - - - 5 0.00 8 A 0 NB L/T/R - - - - - - - - - - 20 0.03 10 A 3 SB L/T/R 7 0.01 10 A 0 7 0.01 10 A 0 7 0.01 10 A 0 Weekday Evening EB L 1 0.00 8 A 0 1 0.00 8 A 0 1 0.00 8 A 0 WB L - - - - - - - - - - 10 0.01 8 A 0 NB L/T/R - - - - - - - - - - 10 0.02 10 B 0 SB L/T/R 5 0.01 9 A 0 5 0.01 9 A 0 5 0.01 9 A 0 Great Marsh Road at Point of Pines Avenue/Driveway Weekday Morning EB L 2 0.00 8 A 0 2 0.00 8 A 0 2 0.00 8 A 0 NB L/T/R 1 0.00 9 A 0 1 0.00 9 A 0 1 0.00 9 A 0 SB L/T/R 7 0.02 9 A 3 7 0.01 9 A 0 7 0.01 9 A 0 Weekday Evening EB L 2 0.00 8 A 0 3 0.00 8 A 0 3 0.00 8 A 0 NB L/T/R - - - - - - - - - - - - - - - SB L/T/R 7 0.03 11 B 3 7 0.01 10 B 0 7 0.01 11 B 0 Great Marsh Road at Shootflying Hill Road Weekday Morning EB L/T/R 82 0.12 8 A 10 87 0.13 8 A 5 92 0.12 8 A 10 WB L/T/R 80 0.12 8 A 10 85 0.11 8 A 4 95 0.13 8 A 10 NB L/T/R 50 0.07 8 A 5 50 0.07 8 A 5 50 0.07 8 A 6 SB L/T/R 65 0.10 8 A 8 65 0.09 8 A 8 65 0.09 8 A 8 Weekday Evening EB L/T/R 75 0.11 8 A 10 80 0.11 8 A 5 90 0.12 8 A 10 WB L/T/R 160 0.22 9 A 20 165 0.22 9 A 20 170 0.22 9 A 23 NB L/T/R 57 0.08 8 A 8 57 0.08 8 A 8 57 0.08 8 A 8 SB L/T/R 100 0.14 8 A 13 100 0.14 8 A 136 100 0.14 8 A 13 Old Stage Road at Great Marsh Road Weekday Morning EB L/T/R 2 0.01 28 D 0 2 0.02 30 D 0 2 0.02 30 D 0 WB L/T/R 56 0.09 11 B 8 61 0.10 11 B 8 70 0.13 12 B 13 NB L 1 0.00 8 A 0 1 0.00 8 A 0 1 0.00 8 A 0 SB L 80 0.07 8 A 5 85 0.08 8 A 8 85 0.08 8 A 8 Weekday Evening EB L/T/R - - - - - - - - - - - - - - - WB L/T/R 130 0.25 14 B 25 135 0.27 14 B 28 142 0.30 15 B 30 NB L - - - - - - - - - - - - - - - SB L 70 0.07 9 A 5 75 0.08 9 A 8 80 0.09 9 A 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. # 95th percentile volume exceeds capacity, queue may be longer. m Volume for 95th percentile queue is metered by upstream signal. 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 1: Phinney's Lane & Route 28 (Falmouth Road)Timing Plan: 2025 Existing Conditions Average Season\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-AVG.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ø3Lane ConfigurationsTraffic Volume (vph) 175 795 25 40 630 15 25 70 35 20 80 130Future Volume (vph) 175 795 25 40 630 15 25 70 35 20 80 130Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 16 11 11 16 12 12 12 10 10 12Storage Length (ft) 300 0 130 180 95 0 95 0Storage Lanes 1 0 1 0 1 0 1 0Taper Length (ft) 25 25 25 25Satd. Flow (prot) 1694 3337 0 1745 3287 0 1805 1805 0 1685 1490 0Flt Permitted 0.377 0.727 0.457 0.675Satd. Flow (perm) 672 3337 0 1335 3287 0 866 1805 0 1197 1490 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 3 2 19 60Link Speed (mph) 30 30 30 30Link Distance (ft) 947 846 814 646Travel Time (s) 21.5 19.2 18.5 14.7Confl. Peds. (#/hr)22Confl. Bikes (#/hr) 1Peak Hour Factor 0.91 0.91 0.91 0.92 0.92 0.92 0.82 0.82 0.82 0.88 0.88 0.88Heavy Vehicles (%) 3% 4% 7% 0% 6% 0% 0% 0% 0% 0% 5% 8%Shared Lane Traffic (%)Lane Group Flow (vph) 192 901 0 43 701 0 30 128 0 23 239 0Turn Type custom NA custom NA Perm NA Perm NAProtected Phases 2 6 8 4 3Permitted Phases 5 1 8 4Detector Phase 5 2 1 6 8 8 4 4Switch PhaseMinimum Initial (s) 6.0 15.0 6.0 15.0 6.0 6.0 6.0 6.0 1.0Minimum Split (s) 12.0 21.0 12.0 21.0 12.0 12.0 12.0 12.0 29.0Total Split (s) 16.0 46.0 16.0 46.0 21.0 21.0 21.0 21.0 29.0Total Split (%) 14.3% 41.1% 14.3% 41.1% 18.8% 18.8% 18.8% 18.8% 26%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lead/Lag Lead Lag Lead LagLead-Lag Optimize? Yes Yes Yes YesRecall Mode None Min None Min None None None None NoneAct Effct Green (s) 10.6 34.9 9.0 26.7 15.1 15.1 15.1 15.1Actuated g/C Ratio 0.14 0.46 0.12 0.35 0.20 0.20 0.20 0.20v/c Ratio 2.04 0.58 0.27 0.60 0.17 0.34 0.10 0.69Control Delay 527.4 20.3 41.3 22.9 35.8 30.2 34.0 36.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 527.4 20.3 41.3 22.9 35.8 30.2 34.0 36.3LOS F C D C D C C DApproach Delay 109.3 24.0 31.3 36.1Approach LOS F C C DQueue Length 50th (ft) ~135 166 17 120 11 41 8 71Queue Length 95th (ft) #389 375 68 277 45 122 40 #279Internal Link Dist (ft) 867 766 734 566Turn Bay Length (ft) 300 130 95 95Base Capacity (vph) 94 1875 187 1847 182 395 252 361Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 2.04 0.48 0.23 0.38 0.16 0.32 0.09 0.66Intersection SummaryArea Type: OtherCycle Length: 112Actuated Cycle Length: 75.3Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 2.04Intersection Signal Delay: 67.2 Intersection LOS: EIntersection Capacity Utilization 63.5% ICU Level of Service BAnalysis Period (min) 15~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.Splits and Phases: 1: Phinney's Lane & Route 28 (Falmouth Road) 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 2: Phinney's Lane & Great Marsh RoadTiming Plan: 2025 Existing Conditions Average Season\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-AVG.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 95 30 20 245 205 50Future Volume (vph) 95 30 20 245 205 50Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 11 11 11 11Satd. Flow (prot) 1617 0 0 1764 1686 0Flt Permitted 0.963 0.996Satd. Flow (perm) 1617 0 0 1764 1686 0Link Speed (mph) 30 30 30Link Distance (ft) 768 646 670Travel Time (s) 17.5 14.7 15.2Peak Hour Factor 0.93 0.93 0.90 0.90 0.84 0.84Heavy Vehicles (%) 2% 3% 0% 4% 7% 2%Shared Lane Traffic (%)Lane Group Flow (vph) 134 0 0 294 304 0Sign Control Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 43.2% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 2: Phinney's Lane & Great Marsh RoadTiming Plan: 2025 Existing Conditions Average Season\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-AVG.synHCM 6th TWSCVHB/AES08/14/2025IntersectionInt Delay, s/veh 2.9Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 95 30 20 245 205 50Future Vol, veh/h 95 30 20 245 205 50Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 93 93 90 90 84 84Heavy Vehicles, % 2 3 0 4 7 2Mvmt Flow 102 32 22 272 244 60 Major/Minor Minor2 Major1 Major2Conflicting Flow All 590 274 304 0 - 0 Stage 1 274 - - - - - Stage 2 316 - - - - -Critical Hdwy 6.42 6.23 4.1 - - -Critical Hdwy Stg 1 5.42 - - - - -Critical Hdwy Stg 2 5.42 - - - - -Follow-up Hdwy 3.518 3.327 2.2 - - -Pot Cap-1 Maneuver 470 762 1268 - - - Stage 1 772 - - - - - Stage 2 739 - - - - -Platoon blocked, %- - -Mov Cap-1 Maneuver 461 762 1268 - - -Mov Cap-2 Maneuver 461 - - - - - Stage 1 757 - - - - - Stage 2 739 - - - - - Approach EB NB SBHCM Control Delay, s 14.6 0.6 0HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBRCapacity (veh/h) 1268 - 509 - -HCM Lane V/C Ratio 0.018 - 0.264 - -HCM Control Delay (s) 7.9 0 14.6 - -HCM Lane LOS A A B - -HCM 95th %tile Q(veh) 0.1 - 1.1 - - 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 3: Site Driveway/Juniper Road & Great Marsh RoadTiming Plan: 2025 Existing Conditions Average Season\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-AVG.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 1 115 0 0 65 2 0 0 0 5 0 2Future Volume (vph) 1 115 0 0 65 2 0 0 0 5 0 2Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 10 16 16 16 12 12 12 10 10 10Satd. Flow (prot) 0 1773 0 0 2124 0 0 1900 0 0 1643 0Flt Permitted0.966Satd. Flow (perm) 0 1773 0 0 2124 0 0 1900 0 0 1643 0Link Speed (mph) 30 30 30 30Link Distance (ft) 255 768 217 542Travel Time (s) 5.8 17.5 4.9 12.3Confl. Peds. (#/hr) 11Confl. Bikes (#/hr) 1Peak Hour Factor 0.91 0.91 0.91 0.69 0.69 0.69 0.92 0.92 0.92 0.69 0.69 0.69Heavy Vehicles (%) 0% 0% 0% 0% 1% 0% 0% 0% 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 127 0 0 97 0 0 0 0 0 10 0Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 16.8% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 3: Site Driveway/Juniper Road & Great Marsh RoadTiming Plan: 2025 Existing Conditions Average Season\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-AVG.synHCM 6th TWSCVHB/AES08/14/2025IntersectionInt Delay, s/veh 0.5Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 115 0 0 65 2 0 0 0 5 0 2Future Vol, veh/h 1 115 0 0 65 2 0 0 0 5 0 2Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 91 91 91 69 69 69 92 92 92 69 69 69Heavy Vehicles, % 0 0 0 0 1 0 0 0 0 0 0 0Mvmt Flow 1 126 0 0 94 3 0 0 0 7 0 3 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 98 0 0 126 0 0 225 226 126 225 225 97 Stage 1 - - - - - - 128 128 - 97 97 - Stage 2 - - - - - - 97 98 - 128 128 -Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical 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 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1508 - - 1473 - - 735 677 930 735 678 965 Stage 1 - - - - - - 881 794 - 914 819 - Stage 2 - - - - - - 914 818 - 881 794 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1507 - - 1473 - - 732 676 930 734 677 964Mov Cap-2 Maneuver - - - - - - 732 676 - 734 677 - Stage 1 - - - - - - 880 793 - 912 818 - Stage 2 - - - - - - 911 817 - 880 793 - Approach EB WB NB SBHCM Control Delay, s 0.1 0 0 9.6HCM LOSA A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) - 1507 - - 1473 - - 788HCM Lane V/C Ratio - 0.001 - - - - - 0.013HCM Control Delay (s) 0 7.4 0 - 0 - - 9.6HCM Lane LOS A A A - A - - AHCM 95th %tile Q(veh) - 0 - - 0 - - 0 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 4: Driveway /Point of Pines Avenue & Great Marsh RoadTiming Plan: 2025 Existing Conditions Average Season\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-AVG.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 2 115 0 0 70 2 0 0 1 2 0 5Future Volume (vph) 2 115 0 0 70 2 0 0 1 2 0 5Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 10 10 10 10 12 12 12 11 11 11Satd. Flow (prot) 0 1741 0 0 1749 0 0 1644 0 0 1400 0Flt Permitted 0.9990.985Satd. Flow (perm) 0 1741 0 0 1749 0 0 1644 0 0 1400 0Link Speed (mph) 30 30 30 30Link Distance (ft) 184 255 243 406Travel Time (s) 4.2 5.8 5.5 9.2Confl. Peds. (#/hr) 11Peak Hour Factor 0.91 0.91 0.91 0.75 0.75 0.75 0.25 0.25 0.25 0.44 0.44 0.44Heavy Vehicles (%) 50% 1% 0% 0% 1% 0% 0% 0% 0% 0% 0% 25%Shared Lane Traffic (%)Lane Group Flow (vph) 0 128 0 0 96 0 0 4 0 0 16 0Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 17.7% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 4: Driveway /Point of Pines Avenue & Great Marsh RoadTiming Plan: 2025 Existing Conditions Average Season\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-AVG.synHCM 6th TWSCVHB/AES08/14/2025IntersectionInt Delay, s/veh 0.8Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 2 115 0 0 70 2 0 0 1 2 0 5Future Vol, veh/h 2 115 0 0 70 2 0 0 1 2 0 5Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 91 91 91 75 75 75 25 25 25 44 44 44Heavy Vehicles, % 50 1 0 0 1 0 0 0 0 0 0 25Mvmt Flow 2 126 0 0 93 3 0 0 4 5 0 11 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 97 0 0 126 0 0 230 227 126 228 226 96 Stage 1 - - - - - - 130 130 - 96 96 - Stage 2 - - - - - - 100 97 - 132 130 -Critical Hdwy 4.6 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.45Critical 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 2.65 - - 2.2 - - 3.5 4 3.3 3.5 4 3.525Pot Cap-1 Maneuver 1243 - - 1473 - - 729 676 930 731 677 901 Stage 1 - - - - - - 878 792 - 916 819 - Stage 2 - - - - - - 911 819 - 876 792 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1242 - - 1473 - - 719 674 930 726 675 900Mov Cap-2 Maneuver - - - - - - 719 674 - 726 675 - Stage 1 - - - - - - 876 790 - 913 818 - Stage 2 - - - - - - 899 818 - 870 790 - Approach EB WB NB SBHCM Control Delay, s 0.1 0 8.9 9.4HCM LOSA A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 930 1242 - - 1473 - - 842HCM Lane V/C Ratio 0.004 0.002 - - - - - 0.019HCM Control Delay (s) 8.9 7.9 0 - 0 - - 9.4HCM Lane LOS A A A - A - - AHCM 95th %tile Q(veh) 0 0 - - 0 - - 0.1 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 5: Shootflying Hill Road & Great Marsh RoadTiming Plan: 2025 Existing Conditions Average Season\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-AVG.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 5 75 2 10 50 20 0 45 5 25 35 5Future Volume (vph) 5 75 2 10 50 20 0 45 5 25 35 5Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 11 11 11 11 12 12 12 11 11 11Satd. Flow (prot) 0 1793 0 0 1711 0 0 1793 0 0 1706 0Flt Permitted 0.997 0.9940.981Satd. Flow (perm) 0 1793 0 0 1711 0 0 1793 0 0 1706 0Link Speed (mph) 30 30 30 30Link Distance (ft) 563 2758 426 721Travel Time (s) 12.8 62.7 9.7 16.4Confl. Bikes (#/hr) 11Peak Hour Factor 0.85 0.85 0.85 0.81 0.81 0.81 0.90 0.90 0.90 0.85 0.85 0.85Heavy Vehicles (%) 0% 2% 0% 10% 3% 0% 0% 5% 0% 6% 4% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 96 0 0 99 0 0 56 0 0 76 0Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 24.0% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 5: Shootflying Hill Road & Great Marsh RoadTiming Plan: 2025 Existing Conditions Average Season\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-AVG.synHCM 6th AWSCVHB/AES08/14/2025IntersectionIntersection Delay, s/veh 7.9Intersection LOS AMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 5 75 2 10 50 20 0 45 5 25 35 5Future Vol, veh/h 5 75 2 10 50 20 0 45 5 25 35 5Peak Hour Factor 0.85 0.85 0.85 0.81 0.81 0.81 0.90 0.90 0.90 0.85 0.85 0.85Heavy Vehicles, % 0 2 0 10 3 0 0 5 0 6 4 0Mvmt Flow 6 88 2 12 62 25 0 50 6 29 41 6Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1 1 1 1Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1 1 1 1HCM Control Delay 7.9 8 7.8 8HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 0% 6% 12% 38%Vol Thru, % 90% 91% 62% 54%Vol Right, % 10% 2% 25% 8%Sign Control Stop Stop Stop StopTraffic Vol by Lane 50 82 80 65LT Vol 0 5 10 25Through Vol 45 75 50 35RT Vol 5 2 20 5Lane Flow Rate 56 96 99 76Geometry Grp 1 1 1 1Degree of Util (X) 0.069 0.116 0.12 0.096Departure Headway (Hd) 4.456 4.315 4.359 4.538Convergence, Y/N Yes Yes Yes YesCap 806 834 826 792Service Time 2.469 2.326 2.37 2.552HCM Lane V/C Ratio 0.069 0.115 0.12 0.096HCM Control Delay 7.8 7.9 8 8HCM Lane LOS A A A AHCM 95th-tile Q 0.2 0.4 0.4 0.3 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 6: Old Stage Road & Driveway /Great Marsh RoadTiming Plan: 2025 Existing Conditions Average Season\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-AVG.synLanes, Volumes, TimingsVHB/AES08/14/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 1 1 0 1 0 55 1 320 1 80 435 1Future Volume (vph) 1 1 0 1 0 55 1 320 1 80 435 1Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 16 16 16 13 13 13 10 10 10Storage Length (ft) 0 0 0 0 0 0 140 0Storage Lanes 0 0 0 0 0 0 1 0Taper Length (ft) 25 25 25 25Satd. Flow (prot) 0 1236 0 0 1812 0 0 1888 0 1636 1722 0Flt Permitted 0.976 0.999 0.950Satd. Flow (perm) 0 1236 0 0 1812 0 0 1888 0 1636 1722 0Link Speed (mph) 30 30 30 30Link Distance (ft) 401 563 1083 673Travel Time (s) 9.1 12.8 24.6 15.3Confl. Peds. (#/hr)22Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 100% 0% 0% 0% 0% 3% 0% 4% 0% 3% 3% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 2 0 0 61 0 0 350 0 87 474 0Sign Control Stop Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 53.4% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 6: Old Stage Road & Driveway /Great Marsh RoadTiming Plan: 2025 Existing Conditions Average Season\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-AVG.synHCM 6th TWSCVHB/AES08/14/2025IntersectionInt Delay, s/veh 1.5Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 1 0 1 0 55 1 320 1 80 435 1Future Vol, veh/h 1 1 0 1 0 55 1 320 1 80 435 1Conflicting Peds, #/hr 0 0 0 0 0 0 2 0 0 0 0 2Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free FreeRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - 140 - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 100 0 0 0 0 3 0 4 0 3 3 0Mvmt Flow 1 1 0 1 0 60 1 348 1 87 473 1 Major/Minor Minor2 Minor1 Major1 Major2Conflicting Flow All 1031 1001 476 999 1001 349 476 0 0 349 0 0 Stage 1 650 650 - 351 351 - - - - - - - Stage 2 381 351 - 648 650 - - - - - - -Critical Hdwy 8.1 6.5 6.2 7.1 6.5 6.23 4.1 - - 4.13 - -Critical Hdwy Stg 1 7.1 5.5 - 6.1 5.5 - - - - - - -Critical Hdwy Stg 2 7.1 5.5 - 6.1 5.5 - - - - - - -Follow-up Hdwy 4.4 4 3.3 3.5 4 3.327 2.2 - - 2.227 - -Pot Cap-1 Maneuver 141 245 593 224 245 692 1097 - - 1204 - - Stage 1 329 468 - 670 636 - - - - - - - Stage 2 483 636 - 462 468 - - - - - - -Platoon blocked, %- - - -Mov Cap-1 Maneuver 121 227 592 211 227 692 1095 - - 1204 - -Mov Cap-2 Maneuver 121 227 - 211 227 - - - - - - - Stage 1 328 433 - 669 635 - - - - - - - Stage 2 441 635 - 428 433 - - - - - - - Approach EB WB NB SBHCM Control Delay, s 28.1 11 0 1.3HCM LOS D B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBRCapacity (veh/h) 1095 - - 158 665 1204 - -HCM Lane V/C Ratio 0.001 - - 0.014 0.092 0.072 - -HCM Control Delay (s) 8.3 0 - 28.1 11 8.2 - -HCM Lane LOS A A - D B A - -HCM 95th %tile Q(veh) 0 - - 0 0.3 0.2 - - 16798.00 :: 195 Phinneys Lane Weekday Evening Peak Hour 1: Phinney's Lane & Route 28 (Falmouth Road)Timing Plan: 2025 Existing Conditions Average Season \\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-AVG.syn Lanes, Volumes, Timings VHB/AES 08/14/2025 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ø3 Lane Configurations Traffic Volume (vph) 155 750 35 50 720 45 35 105 50 35 85 195 Future Volume (vph) 155 750 35 50 720 45 35 105 50 35 85 195 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 16 11 11 16 12 12 12 10 10 12 Storage Length (ft) 300 0 130 180 95 0 95 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Satd. Flow (prot) 1662 3397 0 1745 3426 0 1805 1766 0 1685 1551 0 Flt Permitted 0.381 0.500 0.339 0.558 Satd. Flow (perm) 666 3397 0 917 3426 0 644 1766 0 990 1551 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 5 6 18 85 Link Speed (mph) 30 30 30 30 Link Distance (ft) 947 846 814 646 Travel Time (s) 21.5 19.2 18.5 14.7 Confl. Peds. (#/hr) 2 2 Confl. Bikes (#/hr)1 Peak Hour Factor 0.92 0.92 0.92 0.96 0.96 0.96 0.78 0.78 0.78 0.94 0.94 0.94 Heavy Vehicles (%) 5% 2% 0% 0% 1% 0% 0% 2% 2% 0% 3% 2% Shared Lane Traffic (%) Lane Group Flow (vph) 168 853 0 52 797 0 45 199 0 37 297 0 Turn Type custom NA custom NA Perm NA Perm NA Protected Phases 2 6 8 4 3 Permitted Phases 5 1 8 4 Detector Phase 5 2 1 6 8 8 4 4 Switch Phase Minimum Initial (s) 6.0 15.0 6.0 15.0 6.0 6.0 6.0 6.0 1.0 Minimum Split (s) 12.0 21.0 12.0 21.0 12.0 12.0 12.0 12.0 29.0 Total Split (s) 16.0 46.0 16.0 46.0 21.0 21.0 21.0 21.0 29.0 Total Split (%) 14.3% 41.1% 14.3% 41.1% 18.8% 18.8% 18.8% 18.8% 26% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None Min None Min None None None None None Act Effct Green (s) 10.5 31.5 9.7 27.5 15.7 15.7 15.7 15.7 Actuated g/C Ratio 0.14 0.41 0.13 0.36 0.21 0.21 0.21 0.21 v/c Ratio 1.85 0.61 0.45 0.65 0.34 0.53 0.18 0.77 Control Delay 447.0 22.2 50.1 23.7 41.5 34.8 34.7 38.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 447.0 22.2 50.1 23.7 41.5 34.8 34.7 38.1 LOS F C D C D C C D Approach Delay 92.1 25.3 36.0 37.8 Approach LOS F C D D Queue Length 50th (ft) ~110 153 20 139 16 68 13 84 Queue Length 95th (ft) #346 346 #99 316 61 #186 59 #354 Internal Link Dist (ft) 867 766 734 566 Turn Bay Length (ft) 300 130 95 95 Base Capacity (vph) 91 1862 125 1879 132 377 203 386 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.85 0.46 0.42 0.42 0.34 0.53 0.18 0.77 Intersection Summary Area Type: Other Cycle Length: 112 Actuated Cycle Length: 76.4 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.85 Intersection Signal Delay: 55.9 Intersection LOS: E Intersection Capacity Utilization 71.4% ICU Level of Service C Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Phinney's Lane & Route 28 (Falmouth Road) 16798.00 :: 195 Phinneys Lane Weekday Evening Peak Hour 2: Phinney's Lane & Great Marsh Road Timing Plan: 2025 Existing Conditions Average Season \\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-AVG.syn Lanes, Volumes, Timings VHB/AES 08/14/2025 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 95 30 50 250 285 115 Future Volume (vph) 95 30 50 250 285 115 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 11 11 11 11 Satd. Flow (prot) 1641 0 0 1763 1740 0 Flt Permitted 0.963 0.992 Satd. Flow (perm) 1641 0 0 1763 1740 0 Link Speed (mph) 30 30 30 Link Distance (ft) 768 646 670 Travel Time (s) 17.5 14.7 15.2 Peak Hour Factor 0.96 0.96 0.92 0.92 0.94 0.94 Heavy Vehicles (%) 1% 0% 0% 4% 2% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 130 0 0 326 425 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 55.0% ICU Level of Service B Analysis Period (min) 15 16798.00 :: 195 Phinneys Lane Weekday Evening Peak Hour 2: Phinney's Lane & Great Marsh Road Timing Plan: 2025 Existing Conditions Average Season \\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-AVG.syn HCM 6th TWSC VHB/AES 08/14/2025 Intersection Int Delay, s/veh 3.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 95 30 50 250 285 115 Future Vol, veh/h 95 30 50 250 285 115 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 96 96 92 92 94 94 Heavy Vehicles, % 1 0 0 4 2 0 Mvmt Flow 99 31 54 272 303 122 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 744 364 425 0 - 0 Stage 1 364 - - - - - Stage 2 380 - - - - - Critical Hdwy 6.41 6.2 4.1 - - - Critical Hdwy Stg 1 5.41 - - - - - Critical Hdwy Stg 2 5.41 - - - - - Follow-up Hdwy 3.509 3.3 2.2 - - - Pot Cap-1 Maneuver 384 685 1145 - - - Stage 1 705 - - - - - Stage 2 694 - - - - - Platoon blocked, %- - - Mov Cap-1 Maneuver 362 685 1145 - - - Mov Cap-2 Maneuver 362 - - - - - Stage 1 666 - - - - - Stage 2 694 - - - - - Approach EB NB SB HCM Control Delay, s 17.9 1.4 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1145 - 408 - - HCM Lane V/C Ratio 0.047 - 0.319 - - HCM Control Delay (s) 8.3 0 17.9 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0.1 - 1.4 - - 16798.00 :: 195 Phinneys Lane Weekday Evening Peak Hour 3: Site Driveway/Juniper Road & Great Marsh Road Timing Plan: 2025 Existing Conditions Average Season \\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-AVG.syn Lanes, Volumes, Timings VHB/AES 08/14/2025 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 1 125 0 0 165 2 0 0 0 0 0 5 Future Volume (vph) 1 125 0 0 165 2 0 0 0 0 0 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 16 16 16 12 12 12 10 10 10 Satd. Flow (prot) 0 1773 0 0 2149 0 0 1900 0 0 1534 0 Flt Permitted Satd. Flow (perm) 0 1773 0 0 2149 0 0 1900 0 0 1534 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 255 768 217 542 Travel Time (s) 5.8 17.5 4.9 12.3 Peak Hour Factor 0.92 0.92 0.92 0.77 0.77 0.77 0.92 0.92 0.92 0.50 0.50 0.50 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 137 0 0 217 0 0 0 0 0 10 0 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 18.8% ICU Level of Service A Analysis Period (min) 15 16798.00 :: 195 Phinneys Lane Weekday Evening Peak Hour 3: Site Driveway/Juniper Road & Great Marsh Road Timing Plan: 2025 Existing Conditions Average Season \\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-AVG.syn HCM 6th TWSC VHB/AES 08/14/2025 Intersection Int Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 125 0 0 165 2 0 0 0 0 0 5 Future Vol, veh/h 1 125 0 0 165 2 0 0 0 0 0 5 Conflicting Peds, #/hr 0 0 0 0 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 - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 77 77 77 92 92 92 50 50 50 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 1 136 0 0 214 3 0 0 0 0 0 10 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 217 0 0 136 0 0 359 355 136 354 354 216 Stage 1 - - - - - - 138 138 - 216 216 - Stage 2 - - - - - - 221 217 - 138 138 - Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 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 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1365 - - 1461 - - 600 574 918 605 574 829 Stage 1 - - - - - - 870 786 - 791 728 - Stage 2 - - - - - - 786 727 - 870 786 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1365 - - 1461 - - 592 573 918 604 573 829 Mov Cap-2 Maneuver - - - - - - 592 573 - 604 573 - Stage 1 - - - - - - 869 785 - 790 728 - Stage 2 - - - - - - 777 727 - 869 785 - Approach EB WB NB SB HCM Control Delay, s 0.1 0 0 9.4 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 1365 - - 1461 - - 829 HCM Lane V/C Ratio - 0.001 - - - - - 0.012 HCM Control Delay (s) 0 7.6 0 - 0 - - 9.4 HCM Lane LOS A A A - A - - A HCM 95th %tile Q(veh) - 0 - - 0 - - 0 16798.00 :: 195 Phinneys Lane Weekday Evening Peak Hour 4: Driveway /Point of Pines Avenue & Great Marsh Road Timing Plan: 2025 Existing Conditions Average Season \\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-AVG.syn Lanes, Volumes, Timings VHB/AES 08/14/2025 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 2 120 0 0 165 5 0 0 0 5 0 2 Future Volume (vph) 2 120 0 0 165 5 0 0 0 5 0 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 12 12 12 11 11 11 Satd. Flow (prot) 0 1772 0 0 1766 0 0 1900 0 0 1705 0 Flt Permitted 0.999 0.965 Satd. Flow (perm) 0 1772 0 0 1766 0 0 1900 0 0 1705 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 184 255 243 406 Travel Time (s) 4.2 5.8 5.5 9.2 Confl. Bikes (#/hr)3 Peak Hour Factor 0.96 0.96 0.96 0.76 0.76 0.76 0.25 0.25 0.25 0.38 0.38 0.38 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 127 0 0 224 0 0 0 0 0 18 0 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 19.0% ICU Level of Service A Analysis Period (min) 15 16798.00 :: 195 Phinneys Lane Weekday Evening Peak Hour 4: Driveway /Point of Pines Avenue & Great Marsh Road Timing Plan: 2025 Existing Conditions Average Season \\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-AVG.syn HCM 6th TWSC VHB/AES 08/14/2025 Intersection Int Delay, s/veh 0.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 120 0 0 165 5 0 0 0 5 0 2 Future Vol, veh/h 2 120 0 0 165 5 0 0 0 5 0 2 Conflicting Peds, #/hr 0 0 0 0 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 - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 76 76 76 25 25 25 38 38 38 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 2 125 0 0 217 7 0 0 0 13 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 224 0 0 125 0 0 352 353 125 350 350 221 Stage 1 - - - - - - 129 129 - 221 221 - Stage 2 - - - - - - 223 224 - 129 129 - Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 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 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1357 - - 1474 - - 607 575 931 608 577 824 Stage 1 - - - - - - 880 793 - 786 724 - Stage 2 - - - - - - 784 722 - 880 793 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1357 - - 1474 - - 602 574 931 607 576 824 Mov Cap-2 Maneuver - - - - - - 602 574 - 607 576 - Stage 1 - - - - - - 878 791 - 784 724 - Stage 2 - - - - - - 779 722 - 878 791 - Approach EB WB NB SB HCM Control Delay, s 0.1 0 0 10.6 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 1357 - - 1474 - - 656 HCM Lane V/C Ratio - 0.002 - - - - - 0.028 HCM Control Delay (s) 0 7.7 0 - 0 - - 10.6 HCM Lane LOS A A A - A - - B HCM 95th %tile Q(veh) - 0 - - 0 - - 0.1 16798.00 :: 195 Phinneys Lane Weekday Evening Peak Hour 5: Shootflying Hill Road & Great Marsh Road Timing Plan: 2025 Existing Conditions Average Season \\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-AVG.syn Lanes, Volumes, Timings VHB/AES 08/14/2025 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 70 0 10 125 25 2 50 5 25 65 10 Future Volume (vph) 5 70 0 10 125 25 2 50 5 25 65 10 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 11 11 11 12 12 12 11 11 11 Satd. Flow (prot) 0 1831 0 0 1793 0 0 1872 0 0 1791 0 Flt Permitted 0.997 0.997 0.998 0.988 Satd. Flow (perm) 0 1831 0 0 1793 0 0 1872 0 0 1791 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 563 2758 426 721 Travel Time (s) 12.8 62.7 9.7 16.4 Confl. Bikes (#/hr) 1 1 1 Peak Hour Factor 0.86 0.86 0.86 0.88 0.88 0.88 0.90 0.90 0.90 0.89 0.89 0.89 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 87 0 0 181 0 0 64 0 0 112 0 Sign Control Stop Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 29.8% ICU Level of Service A Analysis Period (min) 15 16798.00 :: 195 Phinneys Lane Weekday Evening Peak Hour 5: Shootflying Hill Road & Great Marsh Road Timing Plan: 2025 Existing Conditions Average Season \\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-AVG.syn HCM 6th AWSC VHB/AES 08/14/2025 Intersection Intersection Delay, s/veh 8.4 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 70 0 10 125 25 2 50 5 25 65 10 Future Vol, veh/h 5 70 0 10 125 25 2 50 5 25 65 10 Peak Hour Factor 0.86 0.86 0.86 0.88 0.88 0.88 0.90 0.90 0.90 0.89 0.89 0.89 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 6 81 0 11 142 28 2 56 6 28 73 11 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 8.1 8.6 8 8.4 HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 4% 7% 6% 25% Vol Thru, % 88% 93% 78% 65% Vol Right, % 9% 0% 16% 10% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 57 75 160 100 LT Vol 2 5 10 25 Through Vol 50 70 125 65 RT Vol 5 0 25 10 Lane Flow Rate 63 87 182 112 Geometry Grp 1 1 1 1 Degree of Util (X) 0.081 0.11 0.219 0.143 Departure Headway (Hd) 4.598 4.526 4.332 4.575 Convergence, Y/N Yes Yes Yes Yes Cap 780 793 829 784 Service Time 2.625 2.551 2.353 2.599 HCM Lane V/C Ratio 0.081 0.11 0.22 0.143 HCM Control Delay 8 8.1 8.6 8.4 HCM Lane LOS A A A A HCM 95th-tile Q 0.3 0.4 0.8 0.5 16798.00 :: 195 Phinneys Lane Weekday Evening Peak Hour 6: Old Stage Road & Driveway /Great Marsh Road Timing Plan: 2025 Existing Conditions Average Season \\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-AVG.syn Lanes, Volumes, Timings VHB/AES 08/14/2025 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 0 0 130 0 490 1 70 360 0 Future Volume (vph) 0 0 0 0 0 130 0 490 1 70 360 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 16 16 16 13 13 13 10 10 10 Storage Length (ft) 0 0 0 0 0 0 140 0 Storage Lanes 0 0 0 0 0 0 1 0 Taper Length (ft) 25 25 25 25 Satd. Flow (prot) 0 1900 0 0 1863 0 0 1944 0 1668 1756 0 Flt Permitted 0.950 Satd. Flow (perm) 0 1900 0 0 1863 0 0 1944 0 1668 1756 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 401 563 1083 673 Travel Time (s) 9.1 12.8 24.6 15.3 Confl. Bikes (#/hr)1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.95 0.95 0.95 0.96 0.96 0.96 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 1% 0% 1% 1% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 0 141 0 0 517 0 73 375 0 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 62.8% ICU Level of Service B Analysis Period (min) 15 16798.00 :: 195 Phinneys Lane Weekday Evening Peak Hour 6: Old Stage Road & Driveway /Great Marsh Road Timing Plan: 2025 Existing Conditions Average Season \\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2025 EX-AVG.syn HCM 6th TWSC VHB/AES 08/14/2025 Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 0 0 130 0 490 1 70 360 0 Future Vol, veh/h 0 0 0 0 0 130 0 490 1 70 360 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - 140 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 95 95 95 96 96 96 Heavy Vehicles, % 0 0 0 0 0 0 0 1 0 1 1 0 Mvmt Flow 0 0 0 0 0 141 0 516 1 73 375 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1108 1038 375 1038 1038 517 375 0 0 517 0 0 Stage 1 521 521 - 517 517 - - - - - - - Stage 2 587 517 - 521 521 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.11 - - 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 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.209 - - Pot Cap-1 Maneuver 189 233 676 211 233 562 1195 - - 1054 - - Stage 1 542 535 - 545 537 - - - - - - - Stage 2 499 537 - 542 535 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 134 217 676 200 217 562 1195 - - 1054 - - Mov Cap-2 Maneuver 134 217 - 200 217 - - - - - - - Stage 1 542 498 - 545 537 - - - - - - - Stage 2 374 537 - 504 498 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 0 13.5 0 1.4 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1195 - - - 562 1054 - - HCM Lane V/C Ratio - - - - 0.251 0.069 - - HCM Control Delay (s) 0 - - 0 13.5 8.7 - - HCM Lane LOS A - - A B A - - HCM 95th %tile Q(veh) 0 - - - 1 0.2 - - 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 1: Phinney's Lane & Route 28 (Falmouth Road)08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-AVG.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ø3Lane ConfigurationsTraffic Volume (vph) 185 825 25 40 660 15 25 70 35 20 85 135Future Volume (vph) 185 825 25 40 660 15 25 70 35 20 85 135Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 16 11 11 16 12 12 12 10 10 12Storage Length (ft) 300 0 130 180 95 0 95 0Storage Lanes 1 0 1 0 1 0 1 0Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 1.001.00 0.99Frt 0.996 0.997 0.950 0.908Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1694 3337 0 1745 3286 0 1805 1805 0 1685 1492 0Flt Permitted 0.381 0.541 0.453 0.684Satd. Flow (perm) 679 3337 0 994 3286 0 859 1805 0 1213 1492 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 3 2 19 59Link Speed (mph) 30 30 30 30Link Distance (ft) 947 846 814 646Travel Time (s) 21.5 19.2 18.5 14.7Confl. Peds. (#/hr)22Confl. Bikes (#/hr) 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 3% 4% 7% 0% 6% 0% 0% 0% 0% 0% 5% 8%Adj. Flow (vph) 201 897 27 43 717 16 27 76 38 22 92 147Shared Lane Traffic (%)Lane Group Flow (vph) 201 924 0 43 733 0 27 114 0 22 239 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 11 11 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.04 1.04 0.85 1.04 1.04 0.85 1.00 1.00 1.00 1.09 1.09 1.00Turning Speed (mph) 15 9 15 9 15 9 15 9Number of Detectors 1 2 1 2 1 2 1 2Detector Template Left Thru Left Thru Left Thru Left ThruLeading Detector (ft) 20 100 20 100 20 100 20 100Trailing Detector (ft) 0 0 0 0 0 0 0 0Detector 1 Position(ft) 0 0 0 0 0 0 0 0Detector 1 Size(ft) 20 6 20 6 20 6 20 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft) 94 94 94 94Detector 2 Size(ft) 6 6 6 6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Turn Type custom NA custom NA Perm NA Perm NAProtected Phases 2 6 8 4 3Permitted Phases 5 1 8 4Detector Phase 5 2 1 6 8 8 4 4Switch PhaseMinimum Initial (s) 6.0 15.0 6.0 15.0 6.0 6.0 6.0 6.0 1.0Minimum Split (s) 12.0 21.0 12.0 21.0 12.0 12.0 12.0 12.0 29.0Total Split (s) 16.0 46.0 16.0 46.0 21.0 21.0 21.0 21.0 29.0Total Split (%) 14.3% 41.1% 14.3% 41.1% 18.8% 18.8% 18.8% 18.8% 26%Maximum Green (s) 10.0 40.0 10.0 40.0 15.0 15.0 15.0 15.0 27.0Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lead/Lag Lead Lag Lead LagLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.0 4.0 2.0 4.0 2.0 2.0 2.0 2.0 0.2Recall Mode None Min None Min None None None None NoneWalk Time (s)5.0Flash Dont Walk (s)22.0Pedestrian Calls (#/hr)1Act Effct Green (s) 10.5 33.5 9.0 28.8 15.1 15.1 15.1 15.1Actuated g/C Ratio 0.14 0.43 0.12 0.37 0.20 0.20 0.20 0.20v/c Ratio 2.18 0.64 0.37 0.60 0.16 0.31 0.09 0.71Control Delay 593.6 22.4 47.6 22.7 36.0 30.1 34.2 37.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 593.6 22.4 47.6 22.7 36.0 30.1 34.2 37.9LOS F C D C D C C DApproach Delay 124.4 24.1 31.3 37.6Approach LOS F C C DIntersection SummaryArea Type: OtherCycle Length: 112Actuated Cycle Length: 77.3Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 2.18Intersection Signal Delay: 75.1 Intersection LOS: EIntersection Capacity Utilization 64.7% ICU Level of Service CAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 1: Phinney's Lane & Route 28 (Falmouth Road)08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-AVG.synLanes, Volumes, TimingsVHB/AES08/15/2025Splits and Phases: 1: Phinney's Lane & Route 28 (Falmouth Road) 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 2: Phinney's Lane & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-AVG.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 100 30 20 255 215 55Future Volume (vph) 100 30 20 255 215 55Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 11 11 11 11Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.969 0.972Flt Protected 0.963 0.996Satd. Flow (prot) 1619 0 0 1764 1685 0Flt Permitted 0.963 0.996Satd. Flow (perm) 1619 0 0 1764 1685 0Link Speed (mph) 30 30 30Link Distance (ft) 768 646 670Travel Time (s) 17.5 14.7 15.2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 2% 3% 0% 4% 7% 2%Adj. Flow (vph) 109 33 22 277 234 60Shared Lane Traffic (%)Lane Group Flow (vph) 142 0 0 299 294 0Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(ft) 10 10 10Link Offset(ft) 0 0 0Crosswalk Width(ft) 16 16 16Two way Left Turn LaneHeadway Factor 1.09 1.09 1.04 1.04 1.04 1.04Turning Speed (mph) 15 9 15 9Sign Control Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 44.0% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 2: Phinney's Lane & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-AVG.synHCM 6th TWSCVHB/AES08/15/2025IntersectionInt Delay, s/veh 3.1Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 100 30 20 255 215 55Future Vol, veh/h 100 30 20 255 215 55Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 3 0 4 7 2Mvmt Flow 109 33 22 277 234 60 Major/Minor Minor2 Major1 Major2Conflicting Flow All 585 264 294 0 - 0 Stage 1 264 - - - - - Stage 2 321 - - - - -Critical Hdwy 6.42 6.23 4.1 - - -Critical Hdwy Stg 1 5.42 - - - - -Critical Hdwy Stg 2 5.42 - - - - -Follow-up Hdwy 3.518 3.327 2.2 - - -Pot Cap-1 Maneuver 473 772 1279 - - - Stage 1 780 - - - - - Stage 2 735 - - - - -Platoon blocked, %- - -Mov Cap-1 Maneuver 464 772 1279 - - -Mov Cap-2 Maneuver 464 - - - - - Stage 1 764 - - - - - Stage 2 735 - - - - - Approach EB NB SBHCM Control Delay, s 14.7 0.6 0HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBRCapacity (veh/h) 1279 - 511 - -HCM Lane V/C Ratio 0.017 - 0.277 - -HCM Control Delay (s) 7.9 0 14.7 - -HCM Lane LOS A A B - -HCM 95th %tile Q(veh) 0.1 - 1.1 - - 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 3: Site Driveway/Juniper Road & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-AVG.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 1 120 0 0 70 2 0 0 0 5 0 2Future Volume (vph) 1 120 0 0 70 2 0 0 0 5 0 2Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 10 16 16 16 12 12 12 10 10 10Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt0.9970.961Flt Protected0.966Satd. Flow (prot) 0 1773 0 0 2126 0 0 1900 0 0 1646 0Flt Permitted0.966Satd. Flow (perm) 0 1773 0 0 2126 0 0 1900 0 0 1646 0Link Speed (mph) 30 30 30 30Link Distance (ft) 255 768 217 542Travel Time (s) 5.8 17.5 4.9 12.3Confl. Peds. (#/hr) 11Confl. Bikes (#/hr) 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 0% 0% 1% 0% 0% 0% 0% 0% 0% 0%Adj. Flow (vph) 1 130 0 0 76 2 0 0 0 5 0 2Shared Lane Traffic (%)Lane Group Flow (vph) 0 131 0 0 78 0 0 0 0 0 7 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 0 0 0 0Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.09 1.09 1.09 0.85 0.85 0.85 1.00 1.00 1.00 1.09 1.09 1.09Turning Speed (mph) 15 9 15 9 15 9 15 9Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 17.1% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 3: Site Driveway/Juniper Road & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-AVG.synHCM 6th TWSCVHB/AES08/15/2025IntersectionInt Delay, s/veh 0.4Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 120 0 0 70 2 0 0 0 5 0 2Future Vol, veh/h 1 120 0 0 70 2 0 0 0 5 0 2Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 0 0 0 1 0 0 0 0 0 0 0Mvmt Flow 1 130 0 0 76 2 0 0 0 5 0 2 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 79 0 0 130 0 0 210 211 130 210 210 78 Stage 1 - - - - - - 132 132 - 78 78 - Stage 2 - - - - - - 78 79 - 132 132 -Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical 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 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1532 - - 1468 - - 752 690 925 752 691 988 Stage 1 - - - - - - 876 791 - 936 834 - Stage 2 - - - - - - 936 833 - 876 791 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1531 - - 1468 - - 750 689 925 750 690 987Mov Cap-2 Maneuver - - - - - - 750 689 - 750 690 - Stage 1 - - - - - - 875 790 - 934 833 - Stage 2 - - - - - - 934 832 - 875 790 - Approach EB WB NB SBHCM Control Delay, s 0.1 0 0 9.5HCM LOSA A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) - 1531 - - 1468 - - 805HCM Lane V/C Ratio - 0.001 - - - - - 0.009HCM Control Delay (s) 0 7.4 0 - 0 - - 9.5HCM Lane LOS A A A - A - - AHCM 95th %tile Q(veh) - 0 - - 0 - - 0 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 4: Driveway /Point of Pines Avenue & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-AVG.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 2 120 0 0 75 3 0 0 1 2 0 5Future Volume (vph) 2 120 0 0 75 3 0 0 1 2 0 5Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 10 10 10 10 12 12 12 11 11 11Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt0.995 0.865 0.904Flt Protected 0.9990.986Satd. Flow (prot) 0 1741 0 0 1748 0 0 1644 0 0 1389 0Flt Permitted 0.9990.986Satd. Flow (perm) 0 1741 0 0 1748 0 0 1644 0 0 1389 0Link Speed (mph) 30 30 30 30Link Distance (ft) 184 255 243 406Travel Time (s) 4.2 5.8 5.5 9.2Confl. Peds. (#/hr) 11Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 50% 1% 0% 0% 1% 0% 0% 0% 0% 0% 0% 25%Adj. Flow (vph) 2 130 0 0 82 3 0 0 1 2 0 5Shared Lane Traffic (%)Lane Group Flow (vph) 0 132 0 0 85 0 0 1 0 0 7 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 0 0 0 0Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.09 1.09 1.09 1.09 1.09 1.09 1.00 1.00 1.00 1.04 1.04 1.04Turning Speed (mph) 15 9 15 9 15 9 15 9Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 17.9% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 4: Driveway /Point of Pines Avenue & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-AVG.synHCM 6th TWSCVHB/AES08/15/2025IntersectionInt Delay, s/veh 0.4Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 2 120 0 0 75 3 0 0 1 2 0 5Future Vol, veh/h 2 120 0 0 75 3 0 0 1 2 0 5Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 50 1 0 0 1 0 0 0 0 0 0 25Mvmt Flow 2 130 0 0 82 3 0 0 1 2 0 5 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 86 0 0 130 0 0 220 220 130 220 219 85 Stage 1 - - - - - - 134 134 - 85 85 - Stage 2 - - - - - - 86 86 - 135 134 -Critical Hdwy 4.6 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.45Critical 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 2.65 - - 2.2 - - 3.5 4 3.3 3.5 4 3.525Pot Cap-1 Maneuver 1256 - - 1468 - - 740 682 925 740 683 914 Stage 1 - - - - - - 874 789 - 928 828 - Stage 2 - - - - - - 927 827 - 873 789 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1255 - - 1468 - - 735 680 925 737 681 913Mov Cap-2 Maneuver - - - - - - 735 680 - 737 681 - Stage 1 - - - - - - 872 787 - 925 827 - Stage 2 - - - - - - 921 826 - 870 787 - Approach EB WB NB SBHCM Control Delay, s 0.1 0 8.9 9.2HCM LOSA A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 925 1255 - - 1468 - - 855HCM Lane V/C Ratio 0.001 0.002 - - - - - 0.009HCM Control Delay (s) 8.9 7.9 0 - 0 - - 9.2HCM Lane LOS A A A - A - - AHCM 95th %tile Q(veh) 0 0 - - 0 - - 0 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 5: Shootflying Hill Road & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-AVG.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 5 80 2 10 55 20 0 45 5 25 35 5Future Volume (vph) 5 80 2 10 55 20 0 45 5 25 35 5Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 11 11 11 11 12 12 12 11 11 11Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.997 0.968 0.987 0.990Flt Protected 0.997 0.9940.981Satd. Flow (prot) 0 1792 0 0 1714 0 0 1794 0 0 1707 0Flt Permitted 0.997 0.9940.981Satd. Flow (perm) 0 1792 0 0 1714 0 0 1794 0 0 1707 0Link Speed (mph) 30 30 30 30Link Distance (ft) 563 2758 426 721Travel Time (s) 12.8 62.7 9.7 16.4Confl. Bikes (#/hr) 11Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 2% 0% 10% 3% 0% 0% 5% 0% 6% 4% 0%Adj. Flow (vph) 5 87 2 11 60 22 0 49 5 27 38 5Shared Lane Traffic (%)Lane Group Flow (vph) 0 94 0 0 93 0 0 54 0 0 70 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 0 0 0 0Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.04 1.04 1.04 1.04 1.04 1.04 1.00 1.00 1.00 1.04 1.04 1.04Turning Speed (mph) 15 9 15 9 15 9 15 9Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 24.4% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 5: Shootflying Hill Road & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-AVG.synHCM 6th AWSCVHB/AES08/15/2025IntersectionIntersection Delay, s/veh 7.9Intersection LOS AMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 5 80 2 10 55 20 0 45 5 25 35 5Future Vol, veh/h 5 80 2 10 55 20 0 45 5 25 35 5Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, % 0 2 0 10 3 0 0 5 0 6 4 0Mvmt Flow 5 87 2 11 60 22 0 49 5 27 38 5Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1 1 1 1Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1 1 1 1HCM Control Delay 7.8 7.9 7.8 8HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 0% 6% 12% 38%Vol Thru, % 90% 92% 65% 54%Vol Right, % 10% 2% 24% 8%Sign Control Stop Stop Stop StopTraffic Vol by Lane 50 87 85 65LT Vol 0 5 10 25Through Vol 45 80 55 35RT Vol 5 2 20 5Lane Flow Rate 54 95 92 71Geometry Grp 1 1 1 1Degree of Util (X) 0.067 0.113 0.111 0.089Departure Headway (Hd) 4.427 4.288 4.344 4.515Convergence, Y/N Yes Yes Yes YesCap 812 839 828 796Service Time 2.439 2.3 2.357 2.527HCM Lane V/C Ratio 0.067 0.113 0.111 0.089HCM Control Delay 7.8 7.8 7.9 8HCM Lane LOS A A A AHCM 95th-tile Q 0.2 0.4 0.4 0.3 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 6: Old Stage Road & Driveway /Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-AVG.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 1 1 0 1 0 60 1 335 1 85 450 1Future Volume (vph) 1 1 0 1 0 60 1 335 1 85 450 1Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 16 16 16 13 13 13 10 10 10Storage Length (ft) 0 0 0 0 0 0 140 0Storage Lanes 0 0 0 0 0 0 1 0Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt0.867Flt Protected 0.976 0.999 0.950Satd. Flow (prot) 0 1236 0 0 1812 0 0 1888 0 1636 1722 0Flt Permitted 0.976 0.999 0.950Satd. Flow (perm) 0 1236 0 0 1812 0 0 1888 0 1636 1722 0Link Speed (mph) 30 30 30 30Link Distance (ft) 401 563 1083 673Travel Time (s) 9.1 12.8 24.6 15.3Confl. Peds. (#/hr)22Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 100% 0% 0% 0% 0% 3% 0% 4% 0% 3% 3% 0%Adj. Flow (vph) 1 1 0 1 0 65 1 364 1 92 489 1Shared Lane Traffic (%)Lane Group Flow (vph) 0 2 0 0 66 0 0 366 0 92 490 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 0 0 10 10Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 0.85 0.85 0.85 0.96 0.96 0.96 1.09 1.09 1.09Turning Speed (mph) 15 9 15 9 15 9 15 9Sign Control Stop Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 55.3% ICU Level of Service BAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 6: Old Stage Road & Driveway /Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-AVG.synHCM 6th TWSCVHB/AES08/15/2025IntersectionInt Delay, s/veh 1.5Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 1 0 1 0 60 1 335 1 85 450 1Future Vol, veh/h 1 1 0 1 0 60 1 335 1 85 450 1Conflicting Peds, #/hr 0 0 0 0 0 0 2 0 0 0 0 2Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free FreeRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - 140 - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 100 0 0 0 0 3 0 4 0 3 3 0Mvmt Flow 1 1 0 1 0 65 1 364 1 92 489 1 Major/Minor Minor2 Minor1 Major1 Major2Conflicting Flow All 1075 1043 492 1041 1043 365 492 0 0 365 0 0 Stage 1 676 676 - 367 367 - - - - - - - Stage 2 399 367 - 674 676 - - - - - - -Critical Hdwy 8.1 6.5 6.2 7.1 6.5 6.23 4.1 - - 4.13 - -Critical Hdwy Stg 1 7.1 5.5 - 6.1 5.5 - - - - - - -Critical Hdwy Stg 2 7.1 5.5 - 6.1 5.5 - - - - - - -Follow-up Hdwy 4.4 4 3.3 3.5 4 3.327 2.2 - - 2.227 - -Pot Cap-1 Maneuver 131 231 581 210 231 678 1082 - - 1188 - - Stage 1 317 456 - 657 626 - - - - - - - Stage 2 471 626 - 448 456 - - - - - - -Platoon blocked, %- - - -Mov Cap-1 Maneuver 111 213 580 197 213 678 1080 - - 1188 - -Mov Cap-2 Maneuver 111 213 - 197 213 - - - - - - - Stage 1 316 420 - 656 625 - - - - - - - Stage 2 425 625 - 412 420 - - - - - - - Approach EB WB NB SBHCM Control Delay, s 30 11.1 0 1.3HCM LOS D B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBRCapacity (veh/h) 1080 - - 146 652 1188 - -HCM Lane V/C Ratio 0.001 - - 0.015 0.102 0.078 - -HCM Control Delay (s) 8.3 0 - 30 11.1 8.3 - -HCM Lane LOS A A - D B A - -HCM 95th %tile Q(veh) 0 - - 0 0.3 0.3 - - 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 1: Phinney's Lane & Route 28 (Falmouth Road)08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-AVG.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ø3Lane ConfigurationsTraffic Volume (vph) 160 785 35 50 750 45 35 110 50 35 90 200Future Volume (vph) 160 785 35 50 750 45 35 110 50 35 90 200Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 16 11 11 16 12 12 12 10 10 12Storage Length (ft) 300 0 130 180 95 0 95 0Storage Lanes 1 0 1 0 1 0 1 0Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 1.00 1.00 1.00Frt 0.994 0.991 0.953 0.897Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1662 3400 0 1745 3426 0 1805 1768 0 1685 1555 0Flt Permitted 0.385 0.500 0.290 0.610Satd. Flow (perm) 673 3400 0 917 3426 0 551 1768 0 1082 1555 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 4 6 17 82Link Speed (mph) 30 30 30 30Link Distance (ft) 947 846 814 646Travel Time (s) 21.5 19.2 18.5 14.7Confl. Peds. (#/hr) 2 2Confl. Bikes (#/hr)1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 5% 2% 0% 0% 1% 0% 0% 2% 2% 0% 3% 2%Adj. Flow (vph) 174 853 38 54 815 49 38 120 54 38 98 217Shared Lane Traffic (%)Lane Group Flow (vph) 174 891 0 54 864 0 38 174 0 38 315 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 11 11 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.04 1.04 0.85 1.04 1.04 0.85 1.00 1.00 1.00 1.09 1.09 1.00Turning Speed (mph) 15 9 15 9 15 9 15 9Number of Detectors 1 2 1 2 1 2 1 2Detector Template Left Thru Left Thru Left Thru Left ThruLeading Detector (ft) 20 100 20 100 20 100 20 100Trailing Detector (ft) 0 0 0 0 0 0 0 0Detector 1 Position(ft) 0 0 0 0 0 0 0 0Detector 1 Size(ft) 20 6 20 6 20 6 20 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft) 94 94 94 94Detector 2 Size(ft) 6 6 6 6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Turn Type custom NA custom NA Perm NA Perm NAProtected Phases 2 6 8 4 3Permitted Phases 5 1 8 4Detector Phase 5 2 1 6 8 8 4 4Switch PhaseMinimum Initial (s) 6.0 15.0 6.0 15.0 6.0 6.0 6.0 6.0 1.0Minimum Split (s) 12.0 21.0 12.0 21.0 12.0 12.0 12.0 12.0 29.0Total Split (s) 16.0 46.0 16.0 46.0 21.0 21.0 21.0 21.0 29.0Total Split (%) 14.3% 41.1% 14.3% 41.1% 18.8% 18.8% 18.8% 18.8% 26%Maximum Green (s) 10.0 40.0 10.0 40.0 15.0 15.0 15.0 15.0 27.0Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lead/Lag Lead Lag Lead LagLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.0 4.0 2.0 4.0 2.0 2.0 2.0 2.0 0.2Recall Mode None Min None Min None None None None NoneWalk Time (s)5.0Flash Dont Walk (s)22.0Pedestrian Calls (#/hr)1Act Effct Green (s) 10.4 32.6 9.9 28.7 15.6 15.6 15.6 15.6Actuated g/C Ratio 0.13 0.42 0.13 0.37 0.20 0.20 0.20 0.20v/c Ratio 1.93 0.62 0.47 0.68 0.34 0.47 0.18 0.83Control Delay 484.4 22.3 51.2 24.4 43.8 33.8 34.8 44.7Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 484.4 22.3 51.2 24.4 43.8 33.8 34.8 44.7LOS F C D C D C C DApproach Delay 97.8 25.9 35.6 43.6Approach LOS F C D DIntersection SummaryArea Type: OtherCycle Length: 112Actuated Cycle Length: 77.5Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 1.93Intersection Signal Delay: 59.2 Intersection LOS: EIntersection Capacity Utilization 73.1% ICU Level of Service DAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 1: Phinney's Lane & Route 28 (Falmouth Road)08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-AVG.synLanes, Volumes, TimingsVHB/AES08/15/2025Splits and Phases: 1: Phinney's Lane & Route 28 (Falmouth Road) 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 2: Phinney's Lane & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-AVG.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 100 30 50 260 295 120Future Volume (vph) 100 30 50 260 295 120Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 11 11 11 11Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.969 0.961Flt Protected 0.963 0.992Satd. Flow (prot) 1642 0 0 1763 1740 0Flt Permitted 0.963 0.992Satd. Flow (perm) 1642 0 0 1763 1740 0Link Speed (mph) 30 30 30Link Distance (ft) 768 646 670Travel Time (s) 17.5 14.7 15.2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 1% 0% 0% 4% 2% 0%Adj. Flow (vph) 109 33 54 283 321 130Shared Lane Traffic (%)Lane Group Flow (vph) 142 0 0 337 451 0Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(ft) 10 10 10Link Offset(ft) 0 0 0Crosswalk Width(ft) 16 16 16Two way Left Turn LaneHeadway Factor 1.09 1.09 1.04 1.04 1.04 1.04Turning Speed (mph) 15 9 15 9Sign Control Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 56.7% ICU Level of Service BAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 2: Phinney's Lane & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-AVG.synHCM 6th TWSCVHB/AES08/15/2025IntersectionInt Delay, s/veh 3.5Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 100 30 50 260 295 120Future Vol, veh/h 100 30 50 260 295 120Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 1 0 0 4 2 0Mvmt Flow 109 33 54 283 321 130 Major/Minor Minor2 Major1 Major2Conflicting Flow All 777 386 451 0 - 0 Stage 1 386 - - - - - Stage 2 391 - - - - -Critical Hdwy 6.41 6.2 4.1 - - -Critical Hdwy Stg 1 5.41 - - - - -Critical Hdwy Stg 2 5.41 - - - - -Follow-up Hdwy 3.509 3.3 2.2 - - -Pot Cap-1 Maneuver 367 666 1120 - - - Stage 1 689 - - - - - Stage 2 686 - - - - -Platoon blocked, %- - -Mov Cap-1 Maneuver 346 666 1120 - - -Mov Cap-2 Maneuver 346 - - - - - Stage 1 650 - - - - - Stage 2 686 - - - - - Approach EB NB SBHCM Control Delay, s 19.4 1.4 0HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBRCapacity (veh/h) 1120 - 389 - -HCM Lane V/C Ratio 0.049 - 0.363 - -HCM Control Delay (s) 8.4 0 19.4 - -HCM Lane LOS A A C - -HCM 95th %tile Q(veh) 0.2 - 1.6 - - 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 3: Site Driveway/Juniper Road & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-AVG.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 1 130 0 0 170 2 0 0 0 0 0 5Future Volume (vph) 1 130 0 0 170 2 0 0 0 0 0 5Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 10 16 16 16 12 12 12 10 10 10Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt0.9990.865Flt ProtectedSatd. Flow (prot) 0 1773 0 0 2151 0 0 1900 0 0 1534 0Flt PermittedSatd. Flow (perm) 0 1773 0 0 2151 0 0 1900 0 0 1534 0Link Speed (mph) 30 30 30 30Link Distance (ft) 255 768 217 542Travel Time (s) 5.8 17.5 4.9 12.3Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%Adj. Flow (vph) 1 141 0 0 185 2 0 0 0 0 0 5Shared Lane Traffic (%)Lane Group Flow (vph) 0 142 0 0 187 0 0 0 0 0 5 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 0 0 0 0Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.09 1.09 1.09 0.85 0.85 0.85 1.00 1.00 1.00 1.09 1.09 1.09Turning Speed (mph) 15 9 15 9 15 9 15 9Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 19.1% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 3: Site Driveway/Juniper Road & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-AVG.synHCM 6th TWSCVHB/AES08/15/2025IntersectionInt Delay, s/veh 0.2Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 130 0 0 170 2 0 0 0 0 0 5Future Vol, veh/h 1 130 0 0 170 2 0 0 0 0 0 5Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0Mvmt Flow 1 141 0 0 185 2 0 0 0 0 0 5 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 187 0 0 141 0 0 332 330 141 329 329 186 Stage 1 - - - - - - 143 143 - 186 186 - Stage 2 - - - - - - 189 187 - 143 143 -Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical 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 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1399 - - 1455 - - 625 592 912 628 593 861 Stage 1 - - - - - - 865 782 - 820 750 - Stage 2 - - - - - - 817 749 - 865 782 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1399 - - 1455 - - 621 591 912 627 592 861Mov Cap-2 Maneuver - - - - - - 621 591 - 627 592 - Stage 1 - - - - - - 864 781 - 819 750 - Stage 2 - - - - - - 812 749 - 864 781 - Approach EB WB NB SBHCM Control Delay, s 0.1 0 0 9.2HCM LOSA A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) - 1399 - - 1455 - - 861HCM Lane V/C Ratio - 0.001 - - - - - 0.006HCM Control Delay (s) 0 7.6 0 - 0 - - 9.2HCM Lane LOS A A A - A - - AHCM 95th %tile Q(veh) - 0 - - 0 - - 0 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 4: Driveway /Point of Pines Avenue & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-AVG.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 3 125 0 0 170 5 0 0 0 5 0 2Future Volume (vph) 3 125 0 0 170 5 0 0 0 5 0 2Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 10 10 10 10 12 12 12 11 11 11Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt0.9960.961Flt Protected 0.9990.966Satd. Flow (prot) 0 1772 0 0 1766 0 0 1900 0 0 1705 0Flt Permitted 0.9990.966Satd. Flow (perm) 0 1772 0 0 1766 0 0 1900 0 0 1705 0Link Speed (mph) 30 30 30 30Link Distance (ft) 184 255 243 406Travel Time (s) 4.2 5.8 5.5 9.2Confl. Bikes (#/hr)3Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%Adj. Flow (vph) 3 136 0 0 185 5 0 0 0 5 0 2Shared Lane Traffic (%)Lane Group Flow (vph) 0 139 0 0 190 0 0 0 0 0 7 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 0 0 0 0Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.09 1.09 1.09 1.09 1.09 1.09 1.00 1.00 1.00 1.04 1.04 1.04Turning Speed (mph) 15 9 15 9 15 9 15 9Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 19.3% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 4: Driveway /Point of Pines Avenue & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-AVG.synHCM 6th TWSCVHB/AES08/15/2025IntersectionInt Delay, s/veh 0.3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 3 125 0 0 170 5 0 0 0 5 0 2Future Vol, veh/h 3 125 0 0 170 5 0 0 0 5 0 2Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0Mvmt Flow 3 136 0 0 185 5 0 0 0 5 0 2 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 190 0 0 136 0 0 331 332 136 330 330 188 Stage 1 - - - - - - 142 142 - 188 188 - Stage 2 - - - - - - 189 190 - 142 142 -Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical 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 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1396 - - 1461 - - 626 591 918 627 592 859 Stage 1 - - - - - - 866 783 - 818 748 - Stage 2 - - - - - - 817 747 - 866 783 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1396 - - 1461 - - 623 590 918 626 591 859Mov Cap-2 Maneuver - - - - - - 623 590 - 626 591 - Stage 1 - - - - - - 864 781 - 816 748 - Stage 2 - - - - - - 815 747 - 864 781 - Approach EB WB NB SBHCM Control Delay, s 0.2 0 0 10.4HCM LOSA B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) - 1396 - - 1461 - - 679HCM Lane V/C Ratio - 0.002 - - - - - 0.011HCM Control Delay (s) 0 7.6 0 - 0 - - 10.4HCM Lane LOS A A A - A - - BHCM 95th %tile Q(veh) - 0 - - 0 - - 0 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 5: Shootflying Hill Road & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-AVG.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 5 75 0 10 130 25 2 50 5 25 65 10Future Volume (vph) 5 75 0 10 130 25 2 50 5 25 65 10Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 11 11 11 11 12 12 12 11 11 11Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt0.980 0.989 0.986Flt Protected 0.997 0.997 0.998 0.988Satd. Flow (prot) 0 1831 0 0 1795 0 0 1875 0 0 1789 0Flt Permitted 0.997 0.997 0.998 0.988Satd. Flow (perm) 0 1831 0 0 1795 0 0 1875 0 0 1789 0Link Speed (mph) 30 30 30 30Link Distance (ft) 563 2758 426 721Travel Time (s) 12.8 62.7 9.7 16.4Confl. Bikes (#/hr) 1 11Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%Adj. Flow (vph) 5 82 0 11 141 27 2 54 5 27 71 11Shared Lane Traffic (%)Lane Group Flow (vph) 0 87 0 0 179 0 0 61 0 0 109 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 0 0 0 0Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.04 1.04 1.04 1.04 1.04 1.04 1.00 1.00 1.00 1.04 1.04 1.04Turning Speed (mph) 15 9 15 9 15 9 15 9Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 30.1% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 5: Shootflying Hill Road & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-AVG.synHCM 6th AWSCVHB/AES08/15/2025IntersectionIntersection Delay, s/veh 8.3Intersection LOS AMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 5 75 0 10 130 25 2 50 5 25 65 10Future Vol, veh/h 5 75 0 10 130 25 2 50 5 25 65 10Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0Mvmt Flow 5 82 0 11 141 27 2 54 5 27 71 11Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1 1 1 1Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1 1 1 1HCM Control Delay 8.1 8.5 8 8.3HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 4% 6% 6% 25%Vol Thru, % 88% 94% 79% 65%Vol Right, % 9% 0% 15% 10%Sign Control Stop Stop Stop StopTraffic Vol by Lane 57 80 165 100LT Vol 2 5 10 25Through Vol 50 75 130 65RT Vol 5 0 25 10Lane Flow Rate 62 87 179 109Geometry Grp 1 1 1 1Degree of Util (X) 0.079 0.109 0.215 0.138Departure Headway (Hd) 4.584 4.509 4.322 4.564Convergence, Y/N Yes Yes Yes YesCap 782 796 832 787Service Time 2.61 2.532 2.341 2.587HCM Lane V/C Ratio 0.079 0.109 0.215 0.139HCM Control Delay 8 8.1 8.5 8.3HCM Lane LOS A A A AHCM 95th-tile Q 0.3 0.4 0.8 0.5 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 6: Old Stage Road & Driveway /Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-AVG.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 0 0 135 0 510 1 75 375 0Future Volume (vph) 0 0 0 0 0 135 0 510 1 75 375 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 16 16 16 13 13 13 10 10 10Storage Length (ft) 0 0 0 0 0 0 140 0Storage Lanes 0 0 0 0 0 0 1 0Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt0.865Flt Protected0.950Satd. Flow (prot) 0 1900 0 0 1863 0 0 1944 0 1668 1756 0Flt Permitted0.950Satd. Flow (perm) 0 1900 0 0 1863 0 0 1944 0 1668 1756 0Link Speed (mph) 30 30 30 30Link Distance (ft) 401 563 1083 673Travel Time (s) 9.1 12.8 24.6 15.3Confl. Bikes (#/hr)1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 1% 0% 1% 1% 0%Adj. Flow (vph) 0 0 0 0 0 147 0 554 1 82 408 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 0 0 147 0 0 555 0 82 408 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 0 0 10 10Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 0.85 0.85 0.85 0.96 0.96 0.96 1.09 1.09 1.09Turning Speed (mph) 15 9 15 9 15 9 15 9Sign Control Stop Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 65.0% ICU Level of Service CAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 6: Old Stage Road & Driveway /Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 NB-AVG.synHCM 6th TWSCVHB/AES08/15/2025IntersectionInt Delay, s/veh 2.4Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 0 0 0 0 135 0 510 1 75 375 0Future Vol, veh/h 0 0 0 0 0 135 0 510 1 75 375 0Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free FreeRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - 140 - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 0 0 0 0 0 0 1 0 1 1 0Mvmt Flow 0 0 0 0 0 147 0 554 1 82 408 0 Major/Minor Minor2 Minor1 Major1 Major2Conflicting Flow All 1200 1127 408 1127 1127 555 408 0 0 555 0 0 Stage 1 572 572 - 555 555 - - - - - - - Stage 2 628 555 - 572 572 - - - - - - -Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.11 - -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 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.209 - -Pot Cap-1 Maneuver 163 206 648 183 206 535 1162 - - 1020 - - Stage 1 509 508 - 520 516 - - - - - - - Stage 2 474 516 - 509 508 - - - - - - -Platoon blocked, %- - - -Mov Cap-1 Maneuver 111 190 648 172 190 535 1162 - - 1020 - -Mov Cap-2 Maneuver 111 190 - 172 190 - - - - - - - Stage 1 509 467 - 520 516 - - - - - - - Stage 2 344 516 - 468 467 - - - - - - - Approach EB WB NB SBHCM Control Delay, s 0 14.3 0 1.5HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBRCapacity (veh/h) 1162 - - - 535 1020 - -HCM Lane V/C Ratio - - - - 0.274 0.08 - -HCM Control Delay (s) 0 - - 0 14.3 8.8 - -HCM Lane LOS A - - A B A - -HCM 95th %tile Q(veh) 0 - - - 1.1 0.3 - - 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 1: Phinney's Lane & Route 28 (Falmouth Road)08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-AVG.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ø3Lane ConfigurationsTraffic Volume (vph) 185 825 25 40 660 15 25 70 35 20 85 135Future Volume (vph) 185 825 25 40 660 15 25 70 35 20 85 135Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 16 11 11 16 12 12 12 10 10 12Storage Length (ft) 300 0 130 180 95 0 95 0Storage Lanes 1 0 1 0 1 0 1 0Taper Length (ft) 25 25 25 25Satd. Flow (prot) 1694 3337 0 1745 3286 0 1805 1805 0 1685 1492 0Flt Permitted 0.381 0.541 0.453 0.684Satd. Flow (perm) 679 3337 0 994 3286 0 859 1805 0 1213 1492 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 3 2 19 59Link Speed (mph) 30 30 30 30Link Distance (ft) 947 846 814 646Travel Time (s) 21.5 19.2 18.5 14.7Confl. Peds. (#/hr)22Confl. Bikes (#/hr) 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 3% 4% 7% 0% 6% 0% 0% 0% 0% 0% 5% 8%Shared Lane Traffic (%)Lane Group Flow (vph) 201 924 0 43 733 0 27 114 0 22 239 0Turn Type custom NA custom NA Perm NA Perm NAProtected Phases 2 6 8 4 3Permitted Phases 5 1 8 4Detector Phase 5 2 1 6 8 8 4 4Switch PhaseMinimum Initial (s) 6.0 15.0 6.0 15.0 6.0 6.0 6.0 6.0 1.0Minimum Split (s) 12.0 21.0 12.0 21.0 12.0 12.0 12.0 12.0 29.0Total Split (s) 16.0 46.0 16.0 46.0 21.0 21.0 21.0 21.0 29.0Total Split (%) 14.3% 41.1% 14.3% 41.1% 18.8% 18.8% 18.8% 18.8% 26%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lead/Lag Lead Lag Lead LagLead-Lag Optimize? Yes Yes Yes YesRecall Mode None Min None Min None None None None NoneAct Effct Green (s) 10.5 33.5 9.0 28.8 15.1 15.1 15.1 15.1Actuated g/C Ratio 0.14 0.43 0.12 0.37 0.20 0.20 0.20 0.20v/c Ratio 2.18 0.64 0.37 0.60 0.16 0.31 0.09 0.71Control Delay 593.6 22.4 47.6 22.7 36.0 30.1 34.2 37.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 593.6 22.4 47.6 22.7 36.0 30.1 34.2 37.9LOS F C D C D C C DApproach Delay 124.4 24.1 31.3 37.6Approach LOS F C C DQueue Length 50th (ft) ~148 172 18 127 10 36 8 74Queue Length 95th (ft) #405 387 #74 292 47 122 39 #292Internal Link Dist (ft) 867 766 734 566Turn Bay Length (ft) 300 130 95 95Base Capacity (vph) 92 1813 134 1784 174 382 246 350Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 2.18 0.51 0.32 0.41 0.16 0.30 0.09 0.68Intersection SummaryArea Type: OtherCycle Length: 112Actuated Cycle Length: 77.3Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 2.18Intersection Signal Delay: 75.1 Intersection LOS: EIntersection Capacity Utilization 64.7% ICU Level of Service CAnalysis Period (min) 15~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.Splits and Phases: 1: Phinney's Lane & Route 28 (Falmouth Road) 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 2: Phinney's Lane & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-AVG.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 110 35 20 255 215 60Future Volume (vph) 110 35 20 255 215 60Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 11 11 11 11Satd. Flow (prot) 1617 0 0 1764 1684 0Flt Permitted 0.963 0.996Satd. Flow (perm) 1617 0 0 1764 1684 0Link Speed (mph) 30 30 30Link Distance (ft) 768 646 670Travel Time (s) 17.5 14.7 15.2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 2% 3% 0% 4% 7% 2%Shared Lane Traffic (%)Lane Group Flow (vph) 158 0 0 299 299 0Sign Control Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 44.8% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 2: Phinney's Lane & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-AVG.synHCM 6th TWSCVHB/AES08/15/2025IntersectionInt Delay, s/veh 3.4Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 110 35 20 255 215 60Future Vol, veh/h 110 35 20 255 215 60Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 3 0 4 7 2Mvmt Flow 120 38 22 277 234 65 Major/Minor Minor2 Major1 Major2Conflicting Flow All 588 267 299 0 - 0 Stage 1 267 - - - - - Stage 2 321 - - - - -Critical Hdwy 6.42 6.23 4.1 - - -Critical Hdwy Stg 1 5.42 - - - - -Critical Hdwy Stg 2 5.42 - - - - -Follow-up Hdwy 3.518 3.327 2.2 - - -Pot Cap-1 Maneuver 471 769 1274 - - - Stage 1 778 - - - - - Stage 2 735 - - - - -Platoon blocked, %- - -Mov Cap-1 Maneuver 462 769 1274 - - -Mov Cap-2 Maneuver 462 - - - - - Stage 1 762 - - - - - Stage 2 735 - - - - - Approach EB NB SBHCM Control Delay, s 15.2 0.6 0HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBRCapacity (veh/h) 1274 - 511 - -HCM Lane V/C Ratio 0.017 - 0.308 - -HCM Control Delay (s) 7.9 0 15.2 - -HCM Lane LOS A A C - -HCM 95th %tile Q(veh) 0.1 - 1.3 - - 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 3: Site Driveway/Juniper Road & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-AVG.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 1 120 5 5 70 2 10 0 10 5 0 2Future Volume (vph) 1 120 5 5 70 2 10 0 10 5 0 2Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 10 16 16 16 12 12 12 10 10 10Satd. Flow (prot) 0 1764 0 0 2121 0 0 1728 0 0 1646 0Flt Permitted0.997 0.976 0.966Satd. Flow (perm) 0 1764 0 0 2121 0 0 1728 0 0 1646 0Link Speed (mph) 30 30 30 30Link Distance (ft) 255 768 217 542Travel Time (s) 5.8 17.5 4.9 12.3Confl. Peds. (#/hr) 11Confl. Bikes (#/hr) 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 0% 0% 1% 0% 0% 0% 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 136 0 0 83 0 0 22 0 0 7 0Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 17.4% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 3: Site Driveway/Juniper Road & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-AVG.synHCM 6th TWSCVHB/AES08/15/2025IntersectionInt Delay, s/veh 1.3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 120 5 5 70 2 10 0 10 5 0 2Future Vol, veh/h 1 120 5 5 70 2 10 0 10 5 0 2Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 0 0 0 1 0 0 0 0 0 0 0Mvmt Flow 1 130 5 5 76 2 11 0 11 5 0 2 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 79 0 0 135 0 0 223 224 133 228 225 78 Stage 1 - - - - - - 135 135 - 88 88 - Stage 2 - - - - - - 88 89 - 140 137 -Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical 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 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1532 - - 1462 - - 737 678 922 731 678 988 Stage 1 - - - - - - 873 789 - 925 826 - Stage 2 - - - - - - 925 825 - 868 787 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1531 - - 1462 - - 733 674 922 719 674 987Mov Cap-2 Maneuver - - - - - - 733 674 - 719 674 - Stage 1 - - - - - - 872 788 - 923 822 - Stage 2 - - - - - - 919 821 - 857 786 - Approach EB WB NB SBHCM Control Delay, s 0.1 0.5 9.5 9.7HCM LOSA A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 817 1531 - - 1462 - - 779HCM Lane V/C Ratio 0.027 0.001 - - 0.004 - - 0.01HCM Control Delay (s) 9.5 7.4 0 - 7.5 0 - 9.7HCM Lane LOS A A A - A A - AHCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 4: Driveway /Point of Pines Avenue & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-AVG.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 2 125 0 0 85 3 0 0 1 2 0 5Future Volume (vph) 2 125 0 0 85 3 0 0 1 2 0 5Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 10 10 10 10 12 12 12 11 11 11Satd. Flow (prot) 0 1742 0 0 1749 0 0 1644 0 0 1389 0Flt Permitted 0.9990.986Satd. Flow (perm) 0 1742 0 0 1749 0 0 1644 0 0 1389 0Link Speed (mph) 30 30 30 30Link Distance (ft) 184 255 243 406Travel Time (s) 4.2 5.8 5.5 9.2Confl. Peds. (#/hr) 11Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 50% 1% 0% 0% 1% 0% 0% 0% 0% 0% 0% 25%Shared Lane Traffic (%)Lane Group Flow (vph) 0 138 0 0 95 0 0 1 0 0 7 0Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 18.2% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 4: Driveway /Point of Pines Avenue & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-AVG.synHCM 6th TWSCVHB/AES08/15/2025IntersectionInt Delay, s/veh 0.4Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 2 125 0 0 85 3 0 0 1 2 0 5Future Vol, veh/h 2 125 0 0 85 3 0 0 1 2 0 5Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 50 1 0 0 1 0 0 0 0 0 0 25Mvmt Flow 2 136 0 0 92 3 0 0 1 2 0 5 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 96 0 0 136 0 0 236 236 136 236 235 95 Stage 1 - - - - - - 140 140 - 95 95 - Stage 2 - - - - - - 96 96 - 141 140 -Critical Hdwy 4.6 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.45Critical 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 2.65 - - 2.2 - - 3.5 4 3.3 3.5 4 3.525Pot Cap-1 Maneuver 1245 - - 1461 - - 723 668 918 723 669 902 Stage 1 - - - - - - 868 785 - 917 820 - Stage 2 - - - - - - 916 819 - 867 785 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1244 - - 1461 - - 717 666 918 720 667 901Mov Cap-2 Maneuver - - - - - - 717 666 - 720 667 - Stage 1 - - - - - - 866 783 - 914 819 - Stage 2 - - - - - - 910 818 - 864 783 - Approach EB WB NB SBHCM Control Delay, s 0.1 0 8.9 9.3HCM LOSA A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 918 1244 - - 1461 - - 841HCM Lane V/C Ratio 0.001 0.002 - - - - - 0.009HCM Control Delay (s) 8.9 7.9 0 - 0 - - 9.3HCM Lane LOS A A A - A - - AHCM 95th %tile Q(veh) 0 0 - - 0 - - 0 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 5: Shootflying Hill Road & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-AVG.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 5 85 2 10 65 20 0 45 5 25 35 5Future Volume (vph) 5 85 2 10 65 20 0 45 5 25 35 5Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 11 11 11 11 12 12 12 11 11 11Satd. Flow (prot) 0 1792 0 0 1721 0 0 1794 0 0 1707 0Flt Permitted 0.997 0.9950.981Satd. Flow (perm) 0 1792 0 0 1721 0 0 1794 0 0 1707 0Link Speed (mph) 30 30 30 30Link Distance (ft) 563 2758 426 721Travel Time (s) 12.8 62.7 9.7 16.4Confl. Bikes (#/hr) 11Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 2% 0% 10% 3% 0% 0% 5% 0% 6% 4% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 99 0 0 104 0 0 54 0 0 70 0Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 25.0% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 5: Shootflying Hill Road & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-AVG.synHCM 6th AWSCVHB/AES08/15/2025IntersectionIntersection Delay, s/veh 7.9Intersection LOS AMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 5 85 2 10 65 20 0 45 5 25 35 5Future Vol, veh/h 5 85 2 10 65 20 0 45 5 25 35 5Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, % 0 2 0 10 3 0 0 5 0 6 4 0Mvmt Flow 5 92 2 11 71 22 0 49 5 27 38 5Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1 1 1 1Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1 1 1 1HCM Control Delay 7.9 8 7.8 8HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 0% 5% 11% 38%Vol Thru, % 90% 92% 68% 54%Vol Right, % 10% 2% 21% 8%Sign Control Stop Stop Stop StopTraffic Vol by Lane 50 92 95 65LT Vol 0 5 10 25Through Vol 45 85 65 35RT Vol 5 2 20 5Lane Flow Rate 54 100 103 71Geometry Grp 1 1 1 1Degree of Util (X) 0.067 0.119 0.125 0.089Departure Headway (Hd) 4.466 4.302 4.365 4.554Convergence, Y/N Yes Yes Yes YesCap 805 836 825 790Service Time 2.478 2.313 2.374 2.565HCM Lane V/C Ratio 0.067 0.12 0.125 0.09HCM Control Delay 7.8 7.9 8 8HCM Lane LOS A A A AHCM 95th-tile Q 0.2 0.4 0.4 0.3 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 6: Old Stage Road & Driveway /Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-AVG.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 1 1 0 5 0 65 1 335 2 85 450 1Future Volume (vph) 1 1 0 5 0 65 1 335 2 85 450 1Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 16 16 16 13 13 13 10 10 10Storage Length (ft) 0 0 0 0 0 0 140 0Storage Lanes 0 0 0 0 0 0 1 0Taper Length (ft) 25 25 25 25Satd. Flow (prot) 0 1236 0 0 1825 0 0 1887 0 1636 1722 0Flt Permitted 0.976 0.997 0.950Satd. Flow (perm) 0 1236 0 0 1825 0 0 1887 0 1636 1722 0Link Speed (mph) 30 30 30 30Link Distance (ft) 401 563 1083 673Travel Time (s) 9.1 12.8 24.6 15.3Confl. Peds. (#/hr)22Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 100% 0% 0% 0% 0% 3% 0% 4% 0% 3% 3% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 2 0 0 76 0 0 367 0 92 490 0Sign Control Stop Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 55.9% ICU Level of Service BAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Morning Peak Hour 6: Old Stage Road & Driveway /Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-AVG.synHCM 6th TWSCVHB/AES08/15/2025IntersectionInt Delay, s/veh 1.7Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 1 0 5 0 65 1 335 2 85 450 1Future Vol, veh/h 1 1 0 5 0 65 1 335 2 85 450 1Conflicting Peds, #/hr 0 0 0 0 0 0 2 0 0 0 0 2Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free FreeRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - 140 - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 100 0 0 0 0 3 0 4 0 3 3 0Mvmt Flow 1 1 0 5 0 71 1 364 2 92 489 1 Major/Minor Minor2 Minor1 Major1 Major2Conflicting Flow All 1079 1044 492 1041 1043 365 492 0 0 366 0 0 Stage 1 676 676 - 367 367 - - - - - - - Stage 2 403 368 - 674 676 - - - - - - -Critical Hdwy 8.1 6.5 6.2 7.1 6.5 6.23 4.1 - - 4.13 - -Critical Hdwy Stg 1 7.1 5.5 - 6.1 5.5 - - - - - - -Critical Hdwy Stg 2 7.1 5.5 - 6.1 5.5 - - - - - - -Follow-up Hdwy 4.4 4 3.3 3.5 4 3.327 2.2 - - 2.227 - -Pot Cap-1 Maneuver 130 231 581 210 231 678 1082 - - 1187 - - Stage 1 317 456 - 657 626 - - - - - - - Stage 2 468 625 - 448 456 - - - - - - -Platoon blocked, %- - - -Mov Cap-1 Maneuver 109 212 580 197 212 678 1080 - - 1187 - -Mov Cap-2 Maneuver 109 212 - 197 212 - - - - - - - Stage 1 316 420 - 656 625 - - - - - - - Stage 2 419 624 - 412 420 - - - - - - - Approach EB WB NB SBHCM Control Delay, s 30.4 12.2 0 1.3HCM LOS D B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBRCapacity (veh/h) 1080 - - 144 577 1187 - -HCM Lane V/C Ratio 0.001 - - 0.015 0.132 0.078 - -HCM Control Delay (s) 8.3 0 - 30.4 12.2 8.3 - -HCM Lane LOS A A - D B A - -HCM 95th %tile Q(veh) 0 - - 0 0.5 0.3 - - 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 1: Phinney's Lane & Route 28 (Falmouth Road)08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-AVG.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ø3Lane ConfigurationsTraffic Volume (vph) 160 785 35 50 750 50 35 110 50 35 90 200Future Volume (vph) 160 785 35 50 750 50 35 110 50 35 90 200Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 16 11 11 16 12 12 12 10 10 12Storage Length (ft) 300 0 130 180 95 0 95 0Storage Lanes 1 0 1 0 1 0 1 0Taper Length (ft) 25 25 25 25Satd. Flow (prot) 1662 3400 0 1745 3426 0 1805 1768 0 1685 1555 0Flt Permitted 0.385 0.500 0.290 0.610Satd. Flow (perm) 673 3400 0 917 3426 0 551 1768 0 1082 1555 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 4 7 17 82Link Speed (mph) 30 30 30 30Link Distance (ft) 947 846 814 646Travel Time (s) 21.5 19.2 18.5 14.7Confl. Peds. (#/hr) 2 2Confl. Bikes (#/hr)1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 5% 2% 0% 0% 1% 0% 0% 2% 2% 0% 3% 2%Shared Lane Traffic (%)Lane Group Flow (vph) 174 891 0 54 869 0 38 174 0 38 315 0Turn Type custom NA custom NA Perm NA Perm NAProtected Phases 2 6 8 4 3Permitted Phases 5 1 8 4Detector Phase 5 2 1 6 8 8 4 4Switch PhaseMinimum Initial (s) 6.0 15.0 6.0 15.0 6.0 6.0 6.0 6.0 1.0Minimum Split (s) 12.0 21.0 12.0 21.0 12.0 12.0 12.0 12.0 29.0Total Split (s) 16.0 46.0 16.0 46.0 21.0 21.0 21.0 21.0 29.0Total Split (%) 14.3% 41.1% 14.3% 41.1% 18.8% 18.8% 18.8% 18.8% 26%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lead/Lag Lead Lag Lead LagLead-Lag Optimize? Yes Yes Yes YesRecall Mode None Min None Min None None None None NoneAct Effct Green (s) 10.4 32.7 9.9 28.8 15.6 15.6 15.6 15.6Actuated g/C Ratio 0.13 0.42 0.13 0.37 0.20 0.20 0.20 0.20v/c Ratio 1.93 0.62 0.47 0.68 0.35 0.47 0.18 0.83Control Delay 484.4 22.3 51.2 24.4 43.8 33.8 34.8 44.7Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 484.4 22.3 51.2 24.4 43.8 33.8 34.8 44.7LOS F C D C D C C DApproach Delay 97.8 26.0 35.6 43.6Approach LOS F C D DQueue Length 50th (ft) ~117 162 22 155 14 59 14 96Queue Length 95th (ft) #356 366 #105 352 #74 #201 59 #389Internal Link Dist (ft) 867 766 734 566Turn Bay Length (ft) 300 130 95 95Base Capacity (vph) 90 1828 123 1844 110 369 217 378Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 1.93 0.49 0.44 0.47 0.35 0.47 0.18 0.83Intersection SummaryArea Type: OtherCycle Length: 112Actuated Cycle Length: 77.6Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 1.93Intersection Signal Delay: 59.2 Intersection LOS: EIntersection Capacity Utilization 73.2% ICU Level of Service DAnalysis Period (min) 15~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.Splits and Phases: 1: Phinney's Lane & Route 28 (Falmouth Road) 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 2: Phinney's Lane & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-AVG.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 105 35 55 260 295 125Future Volume (vph) 105 35 55 260 295 125Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 11 11 11 11Satd. Flow (prot) 1639 0 0 1762 1739 0Flt Permitted 0.964 0.991Satd. Flow (perm) 1639 0 0 1762 1739 0Link Speed (mph) 30 30 30Link Distance (ft) 768 646 670Travel Time (s) 17.5 14.7 15.2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 1% 0% 0% 4% 2% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 152 0 0 343 457 0Sign Control Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 57.8% ICU Level of Service BAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 2: Phinney's Lane & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-AVG.synHCM 6th TWSCVHB/AES08/15/2025IntersectionInt Delay, s/veh 3.8Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 105 35 55 260 295 125Future Vol, veh/h 105 35 55 260 295 125Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 1 0 0 4 2 0Mvmt Flow 114 38 60 283 321 136 Major/Minor Minor2 Major1 Major2Conflicting Flow All 792 389 457 0 - 0 Stage 1 389 - - - - - Stage 2 403 - - - - -Critical Hdwy 6.41 6.2 4.1 - - -Critical Hdwy Stg 1 5.41 - - - - -Critical Hdwy Stg 2 5.41 - - - - -Follow-up Hdwy 3.509 3.3 2.2 - - -Pot Cap-1 Maneuver 359 664 1114 - - - Stage 1 687 - - - - - Stage 2 677 - - - - -Platoon blocked, %- - -Mov Cap-1 Maneuver 336 664 1114 - - -Mov Cap-2 Maneuver 336 - - - - - Stage 1 643 - - - - - Stage 2 677 - - - - - Approach EB NB SBHCM Control Delay, s 20.5 1.5 0HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBRCapacity (veh/h) 1114 - 383 - -HCM Lane V/C Ratio 0.054 - 0.397 - -HCM Control Delay (s) 8.4 0 20.5 - -HCM Lane LOS A A C - -HCM 95th %tile Q(veh) 0.2 - 1.9 - - 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 3: Site Driveway/Juniper Road & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-AVG.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 1 130 10 10 170 2 5 0 5 0 0 5Future Volume (vph) 1 130 10 10 170 2 5 0 5 0 0 5Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 10 16 16 16 12 12 12 10 10 10Satd. Flow (prot) 0 1756 0 0 2145 0 0 1728 0 0 1534 0Flt Permitted0.997 0.976Satd. Flow (perm) 0 1756 0 0 2145 0 0 1728 0 0 1534 0Link Speed (mph) 30 30 30 30Link Distance (ft) 255 768 217 542Travel Time (s) 5.8 17.5 4.9 12.3Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 153 0 0 198 0 0 10 0 0 5 0Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 27.7% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 3: Site Driveway/Juniper Road & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-AVG.synHCM 6th TWSCVHB/AES08/15/2025IntersectionInt Delay, s/veh 0.7Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 130 10 10 170 2 5 0 5 0 0 5Future Vol, veh/h 1 130 10 10 170 2 5 0 5 0 0 5Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0Mvmt Flow 1 141 11 11 185 2 5 0 5 0 0 5 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 187 0 0 152 0 0 360 358 147 359 362 186 Stage 1 - - - - - - 149 149 - 208 208 - Stage 2 - - - - - - 211 209 - 151 154 -Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical 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 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1399 - - 1441 - - 599 572 905 600 569 861 Stage 1 - - - - - - 858 778 - 799 734 - Stage 2 - - - - - - 796 733 - 856 774 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1399 - - 1441 - - 591 566 905 592 563 861Mov Cap-2 Maneuver - - - - - - 591 566 - 592 563 - Stage 1 - - - - - - 857 777 - 798 727 - Stage 2 - - - - - - 784 726 - 850 773 - Approach EB WB NB SBHCM Control Delay, s 0.1 0.4 10.1 9.2HCM LOSB A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 715 1399 - - 1441 - - 861HCM Lane V/C Ratio 0.015 0.001 - - 0.008 - - 0.006HCM Control Delay (s) 10.1 7.6 0 - 7.5 0 - 9.2HCM Lane LOS B A A - A A - AHCM 95th %tile Q(veh) 0 0 - - 0 - - 0 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 4: Driveway /Point of Pines Avenue & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-AVG.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 3 135 0 0 175 5 0 0 0 5 0 2Future Volume (vph) 3 135 0 0 175 5 0 0 0 5 0 2Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 10 10 10 10 12 12 12 11 11 11Satd. Flow (prot) 0 1772 0 0 1768 0 0 1900 0 0 1705 0Flt Permitted 0.9990.966Satd. Flow (perm) 0 1772 0 0 1768 0 0 1900 0 0 1705 0Link Speed (mph) 30 30 30 30Link Distance (ft) 184 255 243 406Travel Time (s) 4.2 5.8 5.5 9.2Confl. Bikes (#/hr)3Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 150 0 0 195 0 0 0 0 0 7 0Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 19.5% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 4: Driveway /Point of Pines Avenue & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-AVG.synHCM 6th TWSCVHB/AES08/15/2025IntersectionInt Delay, s/veh 0.3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 3 135 0 0 175 5 0 0 0 5 0 2Future Vol, veh/h 3 135 0 0 175 5 0 0 0 5 0 2Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0Mvmt Flow 3 147 0 0 190 5 0 0 0 5 0 2 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 195 0 0 147 0 0 347 348 147 346 346 193 Stage 1 - - - - - - 153 153 - 193 193 - Stage 2 - - - - - - 194 195 - 153 153 -Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical 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 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1390 - - 1447 - - 611 579 905 612 580 854 Stage 1 - - - - - - 854 775 - 813 745 - Stage 2 - - - - - - 812 743 - 854 775 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1390 - - 1447 - - 609 578 905 611 579 854Mov Cap-2 Maneuver - - - - - - 609 578 - 611 579 - Stage 1 - - - - - - 852 773 - 811 745 - Stage 2 - - - - - - 810 743 - 852 773 - Approach EB WB NB SBHCM Control Delay, s 0.2 0 0 10.5HCM LOSA B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) - 1390 - - 1447 - - 665HCM Lane V/C Ratio - 0.002 - - - - - 0.011HCM Control Delay (s) 0 7.6 0 - 0 - - 10.5HCM Lane LOS A A A - A - - BHCM 95th %tile Q(veh) - 0 - - 0 - - 0 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 5: Shootflying Hill Road & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-AVG.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 5 85 0 10 135 25 2 50 5 25 65 10Future Volume (vph) 5 85 0 10 135 25 2 50 5 25 65 10Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 11 11 11 11 12 12 12 11 11 11Satd. Flow (prot) 0 1831 0 0 1795 0 0 1875 0 0 1789 0Flt Permitted 0.997 0.997 0.998 0.988Satd. Flow (perm) 0 1831 0 0 1795 0 0 1875 0 0 1789 0Link Speed (mph) 30 30 30 30Link Distance (ft) 563 2758 426 721Travel Time (s) 12.8 62.7 9.7 16.4Confl. Bikes (#/hr) 1 11Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 97 0 0 185 0 0 61 0 0 109 0Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 30.6% ICU Level of Service AAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 5: Shootflying Hill Road & Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-AVG.synHCM 6th AWSCVHB/AES08/15/2025IntersectionIntersection Delay, s/veh 8.4Intersection LOS AMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 5 85 0 10 135 25 2 50 5 25 65 10Future Vol, veh/h 5 85 0 10 135 25 2 50 5 25 65 10Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0Mvmt Flow 5 92 0 11 147 27 2 54 5 27 71 11Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 1 1 1 1Conflicting Approach Left SB NB EB WBConflicting Lanes Left 1 1 1 1Conflicting Approach Right NB SB WB EBConflicting Lanes Right 1 1 1 1HCM Control Delay 8.2 8.6 8.1 8.4HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1Vol Left, % 4% 6% 6% 25%Vol Thru, % 88% 94% 79% 65%Vol Right, % 9% 0% 15% 10%Sign Control Stop Stop Stop StopTraffic Vol by Lane 57 90 170 100LT Vol 2 5 10 25Through Vol 50 85 135 65RT Vol 5 0 25 10Lane Flow Rate 62 98 185 109Geometry Grp 1 1 1 1Degree of Util (X) 0.08 0.123 0.223 0.139Departure Headway (Hd) 4.624 4.517 4.338 4.601Convergence, Y/N Yes Yes Yes YesCap 774 794 828 779Service Time 2.654 2.542 2.36 2.63HCM Lane V/C Ratio 0.08 0.123 0.223 0.14HCM Control Delay 8.1 8.2 8.6 8.4HCM Lane LOS A A A AHCM 95th-tile Q 0.3 0.4 0.9 0.5 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 6: Old Stage Road & Driveway /Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-AVG.synLanes, Volumes, TimingsVHB/AES08/15/2025Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 2 0 140 0 510 5 80 375 0Future Volume (vph) 0 0 0 2 0 140 0 510 5 80 375 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 16 16 16 13 13 13 10 10 10Storage Length (ft) 0 0 0 0 0 0 140 0Storage Lanes 0 0 0 0 0 0 1 0Taper Length (ft) 25 25 25 25Satd. Flow (prot) 0 1900 0 0 1865 0 0 1942 0 1668 1756 0Flt Permitted0.999 0.950Satd. Flow (perm) 0 1900 0 0 1865 0 0 1942 0 1668 1756 0Link Speed (mph) 30 30 30 30Link Distance (ft) 401 563 1083 673Travel Time (s) 9.1 12.8 24.6 15.3Confl. Bikes (#/hr)1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 1% 0% 1% 1% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 0 0 154 0 0 559 0 87 408 0Sign Control Stop Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 65.7% ICU Level of Service CAnalysis Period (min) 15 16798.00 :: 195 Phinneys LaneWeekday Evening Peak Hour 6: Old Stage Road & Driveway /Great Marsh Road08/15/2025\\gbldata\projects\Wat-TS\16798.00\05_Work\MA_TPO\Technical\SYNCHRO\2032 BD-AVG.synHCM 6th TWSCVHB/AES08/15/2025IntersectionInt Delay, s/veh 2.6Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 0 0 2 0 140 0 510 5 80 375 0Future Vol, veh/h 0 0 0 2 0 140 0 510 5 80 375 0Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free FreeRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - 140 - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 0 0 0 0 0 0 1 0 1 1 0Mvmt Flow 0 0 0 2 0 152 0 554 5 87 408 0 Major/Minor Minor2 Minor1 Major1 Major2Conflicting Flow All 1215 1141 408 1139 1139 557 408 0 0 559 0 0 Stage 1 582 582 - 557 557 - - - - - - - Stage 2 633 559 - 582 582 - - - - - - -Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.11 - -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 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.209 - -Pot Cap-1 Maneuver 160 202 648 180 203 534 1162 - - 1017 - - Stage 1 502 502 - 518 515 - - - - - - - Stage 2 471 514 - 502 502 - - - - - - -Platoon blocked, %- - - -Mov Cap-1 Maneuver 107 185 648 168 186 534 1162 - - 1017 - -Mov Cap-2 Maneuver 107 185 - 168 186 - - - - - - - Stage 1 502 459 - 518 515 - - - - - - - Stage 2 337 514 - 459 459 - - - - - - - Approach EB WB NB SBHCM Control Delay, s 0 14.9 0 1.6HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBRCapacity (veh/h) 1162 - - - 518 1017 - -HCM Lane V/C Ratio - - - - 0.298 0.086 - -HCM Control Delay (s) 0 - - 0 14.9 8.9 - -HCM Lane LOS A - - A B A - -HCM 95th %tile Q(veh) 0 - - - 1.2 0.3 - -