V4 10 Traffic Impact Study Rev 2 1 27 2023

Dynamic Traffic, LLC 1904 Main Street, Lake Como, NJ 07719 245 Main Street - Suite 110, Chester, NJ 07930 732-681-0760 E/W: Kessler Institute File Name : Pleasant Valley Rd & Kessler Institute Dway - AMPM N/S: Plesant Valley Rd Site Code : 00000000 Town/County: West Orange/Essex Start Date : 10/19/2021 Job #: 4041-99-001TE Page No : 1 Groups Printed- Cars - Trucks (SU) - Trucks (TT) Kessler Institute Driveway Pleasant Valley Rd Pleasant Valley Rd Eastbound Northbound Southbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total 07:00 AM 6 0 2 1 9 4 142 0 0 146 0 99 29 0 128 283 07:15 AM 7 0 1 4 12 4 95 0 0 99 0 112 20 0 132 243 07:30 AM 16 0 3 1 20 15 173 0 0 188 0 170 27 0 197 405 07:45 AM 4 0 2 0 6 13 98 0 0 111 0 163 36 0 199 316 Total 33 0 8 6 47 36 508 0 0 544 0 544 112 0 656 1247 08:00 AM 2 0 2 0 4 11 132 0 0 143 0 160 36 0 196 343 08:15 AM 4 0 1 1 6 5 175 0 0 180 0 222 32 0 254 440 08:30 AM 1 0 3 0 4 15 169 0 0 184 0 172 40 0 212 400 08:45 AM 3 0 2 1 6 9 155 0 0 164 0 164 33 0 197 367 Total 10 0 8 2 20 40 631 0 0 671 0 718 141 0 859 1550 *** BREAK *** 04:30 PM 32 0 13 2 47 2 230 0 0

8 2 20 40 631 0 0 671 0 718 141 0 859 1550 *** BREAK *** 04:30 PM 32 0 13 2 47 2 230 0 0 232 0 128 7 0 135 414 04:45 PM 21 0 6 0 27 2 211 0 0 213 0 165 9 0 174 414 Total 53 0 19 2 74 4 441 0 0 445 0 293 16 0 309 828 05:00 PM 46 0 17 4 67 3 251 0 0 254 0 148 8 0 156 477 05:15 PM 39 0 11 2 52 2 219 0 0 221 0 160 5 0 165 438 05:30 PM 23 0 7 0 30 2 254 0 0 256 0 157 6 0 163 449 05:45 PM 34 0 4 0 38 2 214 0 0 216 0 150 10 0 160 414 Total 142 0 39 6 187 9 938 0 0 947 0 615 29 0 644 1778 06:00 PM 18 0 4 2 24 2 229 0 0 231 0 139 4 0 143 398 06:15 PM 18 0 3 0 21 3 149 0 0 152 0 119 5 0 124 297 Grand Total 274 0 81 18 373 94 2896 0 0 2990 0 2428 307 0 2735 6098 Apprch % 73.5 0 21.7 4.8 3.1 96.9 0 0 0 88.8 11.2 0 Total % 4.5 0 1.3 0.3 6.1 1.5 47.5 0 0 49 0 39.8 5 0 44.9 Cars 274 0 81 18 373 94 2886 0 0 2980 0 2412 307 0 2719 6072 % Cars 100 0 100 100 100 100 99.7 0 0 99.7 0 99.3 100 0 99.4 99.6 Trucks (SU) 0 0 0 0 0 0 9 0 0 9 0 16 0 0 16 25 % Trucks (SU) 0 0 0 0 0 0 0.3 0 0 0.3 0 0.7 0 0 0.6 0.4 Trucks

9 0 16 0 0 16 25 % Trucks (SU) 0 0 0 0 0 0 0.3 0 0 0.3 0 0.7 0 0 0.6 0.4 Trucks (TT) 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 % Trucks (TT) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Appendix C Capacity Analysis

4041-99-001TE Existing - AM 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) 142 192 19 102 239 84 34 461 113 92 619 160 Future Volume (vph) 142 192 19 102 239 84 34 461 113 92 619 160 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 0.970 0.969 Flt Protected 0.979 0.985 0.950 0.950 Satd. Flow (prot) 0 3680 1895 0 3586 1945 1725 3515 0 1799 3711 0 Flt Permitted 0.979 0.985 0.210 0.288 Satd. Flow (perm) 0 3680 1895 0 3586 1945 381 3515 0 545 3711 0 Right Turn on Red Yes Yes No No Satd. Flow (RTOR) 131 131 Link Speed

Yes Yes No No Satd. Flow (RTOR) 131 131 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 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 5% 8% 11% 3% 2% 4% 9% 4% 3% 4% 1% 2% Shared Lane Traffic (%) Lane Group Flow (vph) 0 359 20 0 367 90 37 618 0 99 838 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) 17.7 17.7 30.0 30.0 48.0 36.0 49.3 40.1 Actuated g/C Ratio 0.15 0.15 0.26 0.26 0.41 0.31 0.43 0.35 v/c Ratio 0.64 0.05 0.40 0.15 0.15 0.57 0.32 0.65 Control Delay 51.4 0.2 37.4 2.5 21.2 36.2 23.0 36.3 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 2.5 21.2 36.2 23.0 36.3 LOS D A D A C D C D Approach Delay 48.7 30.5 35.4 34.9 Approach LOS D C D C 01/24/2023 Synchro 11 Report CGH/JTT Lanes, Volumes, Timings

4041-99-001TE Existing - AM 10: Pleasant Valley Way & Route 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 133 0 118 0 15 201 43 291 Queue Length 95th (ft) 183 0 174 16 39 278 83 388 Internal Link Dist (ft) 298 897 1465 664 Turn Bay Length (ft) 150 75 60 110 Base Capacity (vph) 858 542 929 601 239 1093 307 1286 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 0.42 0.04 0.40 0.15 0.15 0.57 0.32 0.65 Intersection Summary Area Type: Other Cycle Length: 125 Actuated Cycle Length: 115.8 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 36.3 Intersection LOS: D Intersection Capacity Utilization 64.8% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 10: Pleasant Valley Way & Route 10 01/24/2023 Synchro 11 Report CGH/JTT Lanes, Volumes, Timings

4041-99-001TE Existing - AM 20: Pleasant Valley Way & Kessler Driveway Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 10 8 40 638 681 141 Future Volume (vph) 10 8 40 638 681 141 Ideal Flow (vphpl) 2100 2100 2100 2100 2100 2100 Lane Width (ft) 12 12 11 12 12 12 Grade (%) -9% 1% 2% Storage Length (ft) 0 150 190 0 Storage Lanes 1 1 1 0 Taper Length (ft) 25 60 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.977 Flt Protected 0.950 0.950 Satd. Flow (prot) 2085 1865 1919 2069 2014 0 Flt Permitted 0.950 0.260 Satd. Flow (perm) 2085 1865 525 2069 2014 0 Right Turn on Red No Yes Satd. Flow (RTOR) 37 Link Speed (mph) 25 45 45 Link Distance (ft) 458 449 352 Travel Time (s) 12.5 6.8 5.3 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 0% 0% 0% 1% 1% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 11 9 45 725 934 0 Turn Type Prot Perm Perm NA NA Protected Phases 4 2 6 Permitted Phases 4 2 Detector Phase 4 4 2 2 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 12.0 12.0 12.0 12.0 12.0 Total Split (s) 15.0 15.0 75.0 75.0 75.0 Total Split (%)

0 7.0 7.0 7.0 7.0 Minimum Split (s) 12.0 12.0 12.0 12.0 12.0 Total Split (s) 15.0 15.0 75.0 75.0 75.0 Total Split (%) 16.7% 16.7% 83.3% 83.3% 83.3% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None Min Min Min Act Effct Green (s) 7.6 7.6 40.6 40.6 40.6 Actuated g/C Ratio 0.18 0.18 0.95 0.95 0.95 v/c Ratio 0.03 0.03 0.09 0.37 0.49 Control Delay 22.2 22.4 1.6 1.6 2.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 22.2 22.4 1.6 1.6 2.3 LOS C C A A A Approach Delay 22.3 1.6 2.3 Approach LOS C A A 01/24/2023 Synchro 11 Report CGH/JTT Lanes, Volumes, Timings