Traffic Impact Study 11102025 4927 7608 81845

Easterly Site Driveway Westerly Site Driveway Sheridan Avenue Proposed Mixed-Use Development Traffic Impact Study 2918 25-03616 Figure 6 Build Traffic Volumes 24 800 (38) (1121) 45 1282 (26) 62 (33) 66 (34) (712) 8 854 (19) (1128) 1315 (3) 11 (4) 12 (1131) (3) (742) 1 (4) 12 865 Northfield Avenue (CR 508) (5) (741) 2 1304 AM (PM) Existing Roadway Proposed Roadway Signalized Intersection LEGEND Site

Appendix B Project InformationAppendix B Project Information

File Name : Sheridan Ave & Northfield Ave (CR 508) - AMPM Site Code : 00000000 Start Date : 9/25/2025 Page No : 1 E/W: Northfield Avenue (CR 508) N/S: Sheridan Avenue Town/County: West Orange/Essex Job #: 2918 25-03616 Groups Printed- Cars - Trucks (SU) - Trucks (TT) Northfield Avenue (CR 508) Eastbound Northfield Avenue (CR 508) Westbound Sheridan Avenue Southbound Start Time Left Thru Peds App. Total Thru Right Peds App. Total Left Right Peds App. Total Int. Total 07:00 AM 3 135 0 138 186 3 1 190 2 2 0 4 332 07:15 AM 3 145 0 148 209 3 0 212 5 3 0 8 368 07:30 AM 8 177 0 185 239 5 1 245 8 5 2 15 445 07:45 AM 9 214 0 223 271 4 1 276 9 5 0 14 513 Total 23 671 0 694 905 15 3 923 24 15 2 41 1658 08:00 AM 5 213 0 218 279 13 2 294 15 10 0 25 537 08:15 AM 5 179 0 184 313 12 0 325 9 15 1 25 534 08:30 AM 8 190 0 198 322 12 1 335 19 20 0 39 572 08:45 AM 5 179 0 184 295 6 0 301 17 18 0 35 520 Total 23 761 0 784 1209 43 3 1255 60 63 1 124 2163 *** BREAK *** 02:30 PM 6 191 0 197 150 7 0 157 3 3 0 6 360 02:45 PM 4 189 0 193 190 8 0 198 6 8 0 14 405 Total 10 380 0 390 340 15 0 355 9 11 0 20 765 03:00 PM 9 257 0 266 206 8 1 215 5 5 0 10 491 03:15 PM 10 250 0 260 181 8 0 189 13 8 0 21 470 03:30 PM 7 197 0 204 180 7 0 187 19 19 0 38 429 03:45 PM 4 175 0 179 162 2 0 164 5 3 0 8 351 Total 30 879 0 909 729 25 1 755 42 35 0 77 1741 04:00 PM 10 195 0 205 131 4 0 135 6 10 0 16 356 04:15 PM 8 184 0 192 146 0 0 146 2 3 0 5 343 04:30 PM 7 225 0 232 159 3 1 163 6 0 0 6 401 04:45 PM 6 258 0 264 182 9 0 191 5 8 0 13 468 Total 31 862 0 893 618 16 1 635 19 21 0 40 1568 05:00 PM 11 292 1 304 151 9 1 161 5 4 0 9 474 05:15 PM 11 289 0 300 181 9 1 191 9 11 0 20 511 05:30 PM 9 220 0 229 163 6 1 170 6 9 0 15 414 05:45 PM 6 223 1 230 180 7 0 187 4 5 0 9 426 Total 37 1024 2 1063 675 31 3 709 24 29 0 53 1825 06:00 PM 7 223 0 230 171 6 1 178 7 6 0 13 421 06:15 PM 6 170 0 176 191 12 1 204 4 3 0 7 387 Grand Total 167 4970 2 5139 4838 163 13 5014 189 183 3 375 10528 Apprch % 3.2 96.7 0 96.5 3.3 0.3 50.4 48.8 0.8 Total % 1.6 47.2 0 48.8 46 1.5 0.1 47.6 1.8 1.7 0 3.6 Cars 166 4926 2 5094 4786 161 13 4960 179 177 3 359 10413 % Cars 99.4 99.1 100 99.1 98.9 98.8 100 98.9 94.7 96.7 100 95.7 98.9 Trucks (SU) 1 44 0 45 51 2 0 53 10 6 0 16 114 % Trucks (SU) 0.6 0.9 0 0.9 1.1 1.2 0 1.1 5.3 3.3 0 4.3 1.1 Trucks (TT) 0 0 0 0 1 0 0 1 0 0 0 0 1 % Trucks (TT) 0 0 0 0 0 0 0 0 0 0 0 0 0 Dynamic Traffic,

Trucks (SU) 1 44 0 45 51 2 0 53 10 6 0 16 114 % Trucks (SU) 0.6 0.9 0 0.9 1.1 1.2 0 1.1 5.3 3.3 0 4.3 1.1 Trucks (TT) 0 0 0 0 1 0 0 1 0 0 0 0 1 % Trucks (TT) 0 0 0 0 0 0 0 0 0 0 0 0 0 Dynamic Traffic, LLC www.dynamictraffic.com 732-681-0760

FROM *: FAX NO. :: —o. Apr. 21 2612 14°29" P 1 re wr TIMING — | SIGNAL INOICATIONS PHASING. . {SECONGS) Ley 2G | VEHICLE ACTUATION MIN MAX EXT 1-7 8.9 10,14 | 12.13 | 1. NORTHFIELD AVE, ROW 22 24 S G R Ww Ow 1. PEDESTRIAN CLEARANCE 1} - G R FOW | OW 1. CHANGE 4 4 - ¥ A Ow | DW 1, ALL RED 2 2 R R OW DV 2. VHERIOAN AVE, ROW 8 Za 2 R G DW DW 2. CHANGE 3 3 R Y ow | ow 2, ALL RED 2 2 R OW OW TIMING SIGNAL INOICATIONS Aa PHASING (SECONOS) PEDESTRIAN ACTUATION IMIN MAX EXT t-7 8.9 |10,11412,13 1. MORTHFIELD AVE, ROW it ZF . “s&s R Ww OW 1. PEDESTRIAN CLEARANCE 14 1 . G A: Fow | ow 1. CHANGE “4 4 Y R DW Ovy 1. ALL RED 2 R R ow | OW 2. SHERIDAN AVE, ROW 8 § “ R G OW Ww 2. PEDESTRIAN CLEARANCE 19 19 R G OW | FOW 2. WEHICLE EXTENSION 0 12 2 R G Ow | OW 2, GHANGE 3 3 - R ne OW DYY 2. ALL RED 2 2 - R R OW DW FLASHING OPERATION ¥ R_ {| OUT | OUT NOTES: 1, The detector memory mode is 10 be off. i aa ae 2, Controller is to be semi-actuated. 3, GO second background cycle. 4, Tha offsetis 0; seconds as measured from the beginning of the yellow to Nocthlield Avenue a1 Pleasant Valley Way to the beginning of yallow to Northfietd Avenue at this intersection, cir) hana? q- 1-18 NORTHFIELD AVENUE AND SHERIDAN AVENU R, WEST ORANGE “Rae cea i2[31(2olS

Appendix C Capacity AnalysisAppendix C Capacity Analysis

2918 25-03616 Existing - AM 10: Northfield Avenue & Sheridan Avenue SQB Synchro 12 Report 10/17/2025 Lanes, Volumes, Timings Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 23 761 1209 43 60 63 Future Volume (vph) 23 761 1209 43 60 63 Ideal Flow (vphpl) 2100 2100 2100 2100 2100 2100 Lane Width (ft) 12 16 16 12 16 12 Grade (%) 4% -4% -4% Storage Length (ft) 50 0 0 0 Storage Lanes 1 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 0.95 0.95 0.95 1.00 1.00 Frt 0.995 0.931 Flt Protected 0.950 0.976 Satd. Flow (prot) 1955 4388 4542 0 2102 0 Flt Permitted 0.188 0.976 Satd. Flow (perm) 387 4388 4542 0 2102 0 Right Turn on Red Yes Yes Satd. Flow (RTOR) 6 50 Link Speed (mph) 40 40 25 Link Distance (ft) 657 201 402 Travel Time (s) 11.2 3.4 11.0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 1% 1% 2% 8% 2% Shared Lane Traffic (%) Lane Group Flow (vph) 24 801 1318 0 129 0 Turn Type Perm NA NA Prot Protected Phases 2 6 4 Permitted Phases 2 Detector Phase 2 2 6 4 Switch Phase Minimum Initial (s) 39.0 39.0 39.0 8.0 Minimum Split (s) 45.0 45.0 45.0 23.0 Total Split (s) 56.0 56.0 56.0 34.0 Total Split (%) 62.2% 62.2% 62.2% 37.8% Maximum Green (s) 50.0 50.0 50.0 29.0 Yellow Time (s) 4.0 4.0 4.0 3.0 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 5.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max C-Max Min Walk Time (s) 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 69.4 69.4 69.4 9.6 Actuated g/C Ratio 0.77 0.77 0.77 0.11 v/c Ratio 0.08 0.24 0.38 0.48 Control Delay (s/veh) 3.7 3.2 3.8 29.4

2918 25-03616 Existing - AM 10: Northfield Avenue & Sheridan Avenue SQB Synchro 12 Report 10/17/2025 Lanes, Volumes, Timings Lane Group EBL EBT WBT WBR SBL SBR Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh) 3.7 3.2 3.8 29.4 LOS A A A C Approach Delay (s/veh) 3.2 3.8 29.4 Approach LOS A A C Queue Length 50th (ft) 2 50 94 46 Queue Length 95th (ft) 10 83 150 99 Internal Link Dist (ft) 577 121 322 Turn Bay Length (ft) 50 Base Capacity (vph) 298 3382 3502 711 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.08 0.24 0.38 0.18 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 55 (61%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.48 Intersection Signal Delay (s/veh): 5.1 Intersection LOS: A Intersection Capacity Utilization 48.3% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 10: Northfield Avenue & Sheridan Avenue

2918 25-03616 Existing - PM 10: Northfield Avenue & Sheridan Avenue SQB Synchro 12 Report 10/17/2025 Lanes, Volumes, Timings Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 37 1059 677 33 25 32 Future Volume (vph) 37 1059 677 33 25 32 Ideal Flow (vphpl) 2100 2100 2100 2100 2100 2100 Lane Width (ft) 12 16 16 12 16 12 Grade (%) 4% -4% -4% Storage Length (ft) 50 0 0 0 Storage Lanes 1 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 0.95 0.95 0.95 1.00 1.00 Frt 0.993 0.924 Flt Protected 0.950 0.979 Satd. Flow (prot) 1955 4388 4537 0 2196 0 Flt Permitted 0.356 0.979 Satd. Flow (perm) 733 4388 4537 0 2196 0 Right Turn on Red Yes Yes Satd. Flow (RTOR) 9 35 Link Speed (mph) 40 40 25 Link Distance (ft) 657 201 402 Travel Time (s) 11.2 3.4 11.0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 0% 1% 1% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 41 1164 780 0 62 0 Turn Type Perm NA NA Prot Protected Phases 2 6 4 Permitted Phases 2 Detector Phase 2 2 6 4 Switch Phase Minimum Initial (s) 39.0 39.0 39.0 8.0 Minimum Split (s) 45.0 45.0 45.0 23.0 Total Split (s) 56.0 56.0 56.0 34.0 Total Split (%) 62.2% 62.2% 62.2% 37.8% Maximum Green (s) 50.0 50.0 50.0 29.0 Yellow Time (s) 4.0 4.0 4.0 3.0 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 5.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max C-Max Min Walk Time (s) 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 70.8 70.8 70.8 8.2 Actuated g/C Ratio 0.79 0.79 0.79 0.09 v/c Ratio 0.07 0.34 0.22 0.27 Control Delay (s/veh) 2.6 3.1 2.6 23.7

2918 25-03616 Existing - PM 10: Northfield Avenue & Sheridan Avenue SQB Synchro 12 Report 10/17/2025 Lanes, Volumes, Timings Lane Group EBL EBT WBT WBR SBL SBR Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh) 2.6 3.1 2.6 23.7 LOS A A A C Approach Delay (s/veh) 3.1 2.6 23.7 Approach LOS A A C Queue Length 50th (ft) 4 76 44 14 Queue Length 95th (ft) 11 104 63 52 Internal Link Dist (ft) 577 121 322 Turn Bay Length (ft) 50 Base Capacity (vph) 576 3449 3569 731 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.07 0.34 0.22 0.08 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 55 (61%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.34 Intersection Signal Delay (s/veh): 3.5 Intersection LOS: A Intersection Capacity Utilization 48.3% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 10: Northfield Avenue & Sheridan Avenue