2025 12 04 TIS Rev 4

0.216 - - 0.036 - HCM Ctrl Dly (s/v) 18.3 - - 8.9 0.3 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.8 - - 0.1 - CJM Synchro 12 Report 12/04/2025 HCM 7th TWSC

1021-99-025T Build - AM 30: West Site Driveway & Eagle Rock Avenue (CR 611) Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 585 24 6 501 0 5 Future Vol, veh/h 585 24 6 501 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 7 - - -6 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 3 2 2 5 2 2 Mvmt Flow 629 26 6 539 0 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 655 0 - 327 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - 4.14 - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - 2.22 - - 3.32 Pot Cap-1 Maneuver - - 928 - 0 668 Stage 1 - - - - 0 - Stage 2 - - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 928 - - 668 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Ctrl Dly, s/v 0 0.18 10.43 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 668 - - 43 - HCM Lane V/C Ratio 0.008 - - 0.007 - HCM Ctrl Dly (s/v) 10.4 - - 8.9 0.1 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0 - - 0 - CJM

07 - HCM Ctrl Dly (s/v) 10.4 - - 8.9 0.1 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0 - - 0 - CJM Synchro 12 Report 12/04/2025 HCM 7th TWSC

1021-99-025T Build - PM 30: West Site Driveway & Eagle Rock Avenue (CR 611) Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 652 24 7 544 0 5 Future Vol, veh/h 652 24 7 544 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 7 - - -6 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 3 2 2 1 2 2 Mvmt Flow 686 25 7 573 0 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 712 0 - 356 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - 4.14 - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - 2.22 - - 3.32 Pot Cap-1 Maneuver - - 884 - 0 641 Stage 1 - - - - 0 - Stage 2 - - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 884 - - 641 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Ctrl Dly, s/v 0 0.2 10.67 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 641 - - 46 - HCM Lane V/C Ratio 0.008 - - 0.008 - HCM Ctrl Dly (s/v) 10.7 - - 9.1 0.1 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0 - - 0 - CJM

08 - HCM Ctrl Dly (s/v) 10.7 - - 9.1 0.1 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0 - - 0 - CJM Synchro 12 Report 12/04/2025 HCM 7th TWSC

1021-99-025T Build - SAT 30: West Site Driveway & Eagle Rock Avenue (CR 611) Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 600 33 9 541 0 8 Future Vol, veh/h 600 33 9 541 0 8 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 7 - - -6 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 0 2 2 0 2 2 Mvmt Flow 619 34 9 558 0 8 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 653 0 - 326 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - 4.14 - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - 2.22 - - 3.32 Pot Cap-1 Maneuver - - 930 - 0 669 Stage 1 - - - - 0 - Stage 2 - - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 930 - - 669 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Ctrl Dly, s/v 0 0.25 10.44 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 669 - - 59 - HCM Lane V/C Ratio 0.012 - - 0.01 - HCM Ctrl Dly (s/v) 10.4 - - 8.9 0.1 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0 - - 0 - CJM

1 - HCM Ctrl Dly (s/v) 10.4 - - 8.9 0.1 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0 - - 0 - CJM Synchro 12 Report 12/04/2025 HCM 7th TWSC

Appendix D Popeye’s Operational Data

Location: Popeye's - 372 Central Ave Date: 11/13/2025 Municipality: East Orange Enumerator: State: NJ Job #: 1021-99-025T Weekend Count - Noon Entering vehicles from any driveway - drive-thru vs parking Interval Parking Count (# of occupied spaces) Maximum Queue at drive-thru Vehicles Exiting All Driveways Drive-thru Parking 12:00 PM 4 3 7 5 12 12:15 PM 5 2 3 3 9 12:30 PM 4 2 6 2 7 12:45 PM 5 2 6 5 10 1:00 PM 5 4 10 7 8 1:15 PM 9 3 6 3 14 1:30 PM 6 1 4 8 13 1:45

14 1:30 PM 6 1 4 8 13 1:45 PM 7 2 4 4 12 Weekend Count - PM Entering vehicles from any driveway - drive-thru vs parking Interval Parking Count (# of occupied spaces) Maximum Queue at drive-thru Vehicles Exiting All Driveways Drive-thru Parking 4:30 PM 7 2 6 7 11 4:45 PM 8 1 2 5 11 5:00 PM 9 5 10 3 9 5:15 PM 8 3 4 5 9 5:30 PM 10 2 4 5 15 5:45 PM 6 2 8 3 9 6:00 PM 5 2 7 10 16 6:15 PM 6 5 9