V4 10 Traffic Impact Study Rev 2 1 27 2023

4041-99-001TE Build - PM 10: Pleasant Valley Way & Route 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 139 236 23 136 189 167 55 798 145 102 427 159 Future Volume (vph) 139 236 23 136 189 167 55 798 145 102 427 159 Ideal Flow (vphpl) 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 Lane Width (ft) 11 11 16 10 10 16 10 10 10 10 11 11 Grade (%) -8% 0% -2% -1% Storage Length (ft) 0 150 0 75 60 0 110 0 Storage Lanes 0 1 0 1 1 0 1 0 Taper Length (ft) 25 25 50 20 Lane Util. Factor 0.95 0.95 1.00 0.95 0.95 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.850 0.977 0.959 Flt Protected 0.982 0.980 0.950 0.950 Satd. Flow (prot) 0 3820 2104 0 3598 2003 1844 3638 0 1853 3671 0 Flt Permitted 0.982 0.980 0.329 0.105 Satd. Flow (perm) 0 3820 2104 0 3598 2003 639 3638 0 205 3671 0 Right Turn on Red Yes Yes No No Satd. Flow (RTOR) 131 148 Link Speed

Yes Yes No No Satd. Flow (RTOR) 131 148 Link Speed (mph) 40 40 45 40 Link Distance (ft) 378 977 1545 744 Travel Time (s) 6.4 16.7 23.4 12.7 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 5% 2% 0% 2% 1% 1% 2% 1% 1% 1% 1% 2% Shared Lane Traffic (%) Lane Group Flow (vph) 0 394 24 0 342 176 58 993 0 107 616 0 Turn Type Split NA Perm Split NA Perm pm+pt NA pm+pt NA Protected Phases 6 6 2 2 3 8 7 4 Permitted Phases 6 2 8 4 Detector Phase 6 6 6 2 2 2 3 8 7 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 10.0 7.0 10.0 Minimum Split (s) 14.0 14.0 14.0 14.0 14.0 14.0 10.0 18.0 10.0 18.0 Total Split (s) 34.0 34.0 34.0 37.0 37.0 37.0 10.0 44.0 10.0 44.0 Total Split (%) 27.2% 27.2% 27.2% 29.6% 29.6% 29.6% 8.0% 35.2% 8.0% 35.2% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0 3.0 4.0 All-Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 0.0 4.0 0.0 4.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0

4.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 3.0 8.0 3.0 8.0 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode Min Min Min Max Max Max None Max None Max Act Effct Green (s) 18.4 18.4 30.0 30.0 48.0 36.0 48.7 38.1 Actuated g/C Ratio 0.16 0.16 0.26 0.26 0.41 0.31 0.42 0.33 v/c Ratio 0.65 0.05 0.37 0.28 0.17 0.88 0.58 0.51 Control Delay 51.4 0.2 37.4 9.8 21.4 49.1 34.0 34.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 51.4 0.2 37.4 9.8 21.4 49.1 34.0 34.7 LOS D A D A C D C C Approach Delay 48.4 28.0 47.6 34.6 Approach LOS D C D C 01/24/2023 Synchro 11 Report CGH/JTT Lanes, Volumes, Timings