Traffic Impact Study 11102025 4927 7608 81845

2918 25-03616 No Build - 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) 24 792 1258 45 62 66 Future Volume (vph) 24 792 1258 45 62 66 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 0.930 Flt Protected 0.950 0.976 Satd. Flow (prot) 1955 4388 4542 0 2100 0 Flt Permitted 0.175 0.976 Satd. Flow (perm) 360 4388 4542 0 2100 0 Right Turn on Red Yes Yes Satd. Flow (RTOR) 6 44 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) 25 834 1371 0 134 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) 69.1 69.1 69.1 9.9 Actuated g/C Ratio 0.77 0.77 0.77 0.11 v/c Ratio 0.09 0.25 0.39 0.50 Control Delay (s/veh) 4.0 3.4 4.0 31.3

2918 25-03616 No Build - 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) 4.0 3.4 4.0 31.3 LOS A A A C Approach Delay (s/veh) 3.4 4.0 31.3 Approach LOS A A C Queue Length 50th (ft) 3 54 103 52 Queue Length 95th (ft) 11 90 163 106 Internal Link Dist (ft) 577 121 322 Turn Bay Length (ft) 50 Base Capacity (vph) 276 3368 3487 706 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 0.09 0.25 0.39 0.19 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: 0.50 Intersection Signal Delay (s/veh): 5.3 Intersection LOS: A Intersection Capacity Utilization 48.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 10: Northfield Avenue & Sheridan Avenue

2918 25-03616 No Build - 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) 38 1102 704 34 26 33 Future Volume (vph) 38 1102 704 34 26 33 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 0.925 Flt Protected 0.950 0.978 Satd. Flow (prot) 1955 4388 4537 0 2196 0 Flt Permitted 0.346 0.978 Satd. Flow (perm) 712 4388 4537 0 2196 0 Right Turn on Red Yes Yes Satd. Flow (RTOR) 9 36 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) 42 1211 811 0 65 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) 70.7 70.7 70.7 8.3 Actuated g/C Ratio 0.79 0.79 0.79 0.09 v/c Ratio 0.08 0.35 0.23 0.28 Control Delay (s/veh) 2.6 3.2 2.7 24.1

2918 25-03616 No Build - 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 3.2 2.7 24.1 LOS A A A C Approach Delay (s/veh) 3.2 2.7 24.1 Approach LOS A A C Queue Length 50th (ft) 4 80 46 16 Queue Length 95th (ft) 11 110 66 53 Internal Link Dist (ft) 577 121 322 Turn Bay Length (ft) 50 Base Capacity (vph) 559 3448 3568 732 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 0.35 0.23 0.09 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: 0.35 Intersection Signal Delay (s/veh): 3.6 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 Build - AM 10: Northfield Avenue & Sheridan Avenue SQB Synchro 12 Report 11/07/2025 Lanes, Volumes, Timings Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 24 800 1282 45 62 66 Future Volume (vph) 24 800 1282 45 62 66 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 0.930 Flt Protected 0.950 0.976 Satd. Flow (prot) 1955 4388 4542 0 2100 0 Flt Permitted 0.169 0.976 Satd. Flow (perm) 348 4388 4542 0 2100 0 Right Turn on Red Yes Yes Satd. Flow (RTOR) 6 42 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) 25 842 1396 0 134 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) 69.0 69.0 69.0 10.0 Actuated g/C Ratio 0.77 0.77 0.77 0.11 v/c Ratio 0.09 0.25 0.40 0.50 Control Delay (s/veh) 4.1 3.4 4.1 31.8

2918 25-03616 Build - AM 10: Northfield Avenue & Sheridan Avenue SQB Synchro 12 Report 11/07/2025 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) 4.1 3.4 4.1 31.8 LOS A A A C Approach Delay (s/veh) 3.4 4.1 31.8 Approach LOS A A C Queue Length 50th (ft) 3 55 106 53 Queue Length 95th (ft) 11 92 168 107 Internal Link Dist (ft) 577 121 322 Turn Bay Length (ft) 50 Base Capacity (vph) 266 3365 3484 705 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 0.09 0.25 0.40 0.19 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: 0.50 Intersection Signal Delay (s/veh): 5.4 Intersection LOS: A Intersection Capacity Utilization 49.3% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 10: Northfield Avenue & Sheridan Avenue

2918 25-03616 Build - AM 20: Northfield Avenue & Easterly Site Driveway SQB Synchro 12 Report 11/07/2025 HCM 7th TWSC Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 865 1304 2 0 12 Future Vol, veh/h 0 865 1304 2 0 12 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, % - 4 -4 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 1 1 0 0 0 Mvmt Flow 0 911 1373 2 0 13 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 1829 687 Stage 1 - - - - 1374 - Stage 2 - - - - 455 - Critical Hdwy - - - - 6.8 6.9 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy - - - - 3.5 3.3 Pot Cap-1 Maneuver 0 - - - 70 394 Stage 1 0 - - - 204 - Stage 2 0 - - - 611 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - 70 394 Mov Cap-2 Maneuver - - - - 70 - Stage 1 - - - - 204 - Stage 2 - - - - 611 - Approach EB WB SB HCM Ctrl Dly, s/v 0 0 14.44 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 394 HCM Lane V/C Ratio - - - 0.032 HCM Ctrl Dly (s/v) - - - 14.4 HCM Lane LOS - - - B HCM 95th %tile Q(veh) - - - 0.1

2918 25-03616 Build - AM 30: Northfield Avenue & Westerly Site Driveway SQB Synchro 12 Report 11/07/2025 HCM 7th TWSC Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 8 854 1315 1 11 12 Future Vol, veh/h 8 854 1315 1 11 12 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 50 - - - 0 - Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 1 1 0 0 0 Mvmt Flow 8 899 1384 1 12 13 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1385 0 - 0 1851 693 Stage 1 - - - - 1385 - Stage 2 - - - - 466 - Critical Hdwy 4.1 - - - 6.8 6.9 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy 2.2 - - - 3.5 3.3 Pot Cap-1 Maneuver 501 - - - 67 391 Stage 1 - - - - 201 - Stage 2 - - - - 604 - Platoon blocked, % - - - Mov Cap-1 Maneuver 501 - - - 66 391 Mov Cap-2 Maneuver - - - - 157 - Stage 1 - - - - 198 - Stage 2 - - - - 604 - Approach EB WB SB HCM Ctrl Dly, s/v 0.11 0 22.65 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 501 - - - 228 HCM Lane V/C Ratio 0.017 - - - 0.106 HCM Ctrl Dly (s/v) 12.3 - - - 22.7 HCM Lane LOS B - - - C HCM 95th %tile Q(veh) 0.1 - - - 0.4

2918 25-03616 Build - PM 10: Northfield Avenue & Sheridan Avenue SQB Synchro 12 Report 11/07/2025 Lanes, Volumes, Timings Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 38 1121 712 34 26 33 Future Volume (vph) 38 1121 712 34 26 33 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 0.925 Flt Protected 0.950 0.978 Satd. Flow (prot) 1955 4388 4537 0 2196 0 Flt Permitted 0.343 0.978 Satd. Flow (perm) 706 4388 4537 0 2196 0 Right Turn on Red Yes Yes Satd. Flow (RTOR) 8 36 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) 42 1232 819 0 65 0 Turn Type Perm NA NA Prot Protected Phases 4 8 6 Permitted Phases 4 Detector Phase 4 4 8 6 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 Max Max Max C-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) 70.7 70.7 70.7 8.3 Actuated g/C Ratio 0.79 0.79 0.79 0.09 v/c Ratio 0.08 0.36 0.23 0.28 Control Delay (s/veh) 2.6 3.2 2.7 24.1

2918 25-03616 Build - PM 10: Northfield Avenue & Sheridan Avenue SQB Synchro 12 Report 11/07/2025 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 3.2 2.7 24.1 LOS A A A C Approach Delay (s/veh) 3.2 2.7 24.1 Approach LOS A A C Queue Length 50th (ft) 4 82 47 16 Queue Length 95th (ft) 11 112 67 53 Internal Link Dist (ft) 577 121 322 Turn Bay Length (ft) 50 Base Capacity (vph) 554 3448 3567 732 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 0.36 0.23 0.09 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2: and 6:SBL, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.36 Intersection Signal Delay (s/veh): 3.6 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