Traffic Report

47 291 1 252 12 0 55 0 Fuel Used(gal) 2 7 0 7 0 0 1 0 CO Emissions (g/hr) 107 522 1 493 11 1 66 35 NOx Emissions (g/hr) 21 102 0 96 2 0 13 7 VOC Emissions (g/hr) 25 121 0 114 3 0 15 8 Dilemma Vehicles (#) 0 22 0 30 0 0 0 0 Queue Length 50th (ft) 12 53 0 70 7 0 39 0 Queue Length 95th (ft) 49 137 3 159 20 0 63 0 Internal Link Dist (ft) 750 296 247 137 Turn Bay Length (ft) 150 140 Base Capacity (vph) 632 2541 406 2096 442 456 423 672 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 Scenario 2 2027 Build 10:26 am 06/20/2024 PM Peak Hour Synchro 12 Report Langan Page 5

Lanes, Volumes, Timings 2027 Build 2: Crestmont Country Club Drwy/Oval Road & Eagle Rock Avenue (CR 611) PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Reduced v/c Ratio 0.29 0.30 0.00 0.28 0.03 0.01 0.18 0.18 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 62 (69%), Referenced to phase 2:EBTL and 6:WBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.30 Intersection Signal Delay (s/veh): 7.8 Intersection LOS: A Intersection Capacity Utilization 68.0% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 2: Crestmont Country Club Drwy/Oval Road & Eagle Rock Avenue (CR 611) Scenario 2 2027 Build 10:26 am 06/20/2024 PM Peak Hour Synchro 12 Report Langan Page 6

HCM 7th TWSC 2027 No-Build 3: Crestmont Country Club Drwy & Eagle Rock Avenue (CR 611) PM Peak Hour Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 733 0 0 493 14 3 Future Vol, veh/h 733 0 0 493 14 3 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, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 1 0 0 0 0 0 Mvmt Flow 780 0 0 524 15 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - 1042 390 Stage 1 - - - - 780 - Stage 2 - - - - 262 - 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 0 - 229 615 Stage 1 - 0 0 - 418 - Stage 2 - 0 0 - 764 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - 229 615 Mov Cap-2 Maneuver - - - - 229 - Stage 1 - - - - 418 - Stage 2 - - - - 764 - Approach EB WB NB HCM Control Delay, s/v 0 0 20.06 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 257 - - HCM Lane V/C Ratio 0.07 - - HCM Control Delay (s/veh) 20.1 - - HCM Lane LOS C - - HCM 95th %tile Q(veh) 0.2 - - Scenario 2 2027 No-Build 11:08 am 06/17/2024 PM Peak Hour Synchro 12 Report Langan Page 7

HCM 7th TWSC 2027 No-Build 4: Laurel Avenue (CR 634) & Crestmont Country Club Drwy PM Peak Hour Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 1 836 4 2 533 Future Vol, veh/h 0 1 836 4 2 533 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 0 0 2 0 0 2 Mvmt Flow 0 1 889 4 2 567 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1463 891 0 0 894 0 Stage 1 891 - - - - - Stage 2 571 - - - - - Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 143 344 - - 768 - Stage 1 404 - - - - - Stage 2 569 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 143 344 - - 768 - Mov Cap-2 Maneuver 143 - - - - - Stage 1 404 - - - - - Stage 2 567 - - - - - Approach WB NB SB HCM Control Delay, s/v 15.5 0 0.04 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 344 7 - HCM Lane V/C Ratio - - 0.003 0.003 - HCM Control Delay (s/veh) - - 15.5 9.7 0 HCM Lane LOS - - C A A HCM 95th %tile Q(veh) - - 0 0 - Scenario 2 2027 No-Build 11:08 am 06/17/2024 PM Peak Hour

5 9.7 0 HCM Lane LOS - - C A A HCM 95th %tile Q(veh) - - 0 0 - Scenario 2 2027 No-Build 11:08 am 06/17/2024 PM Peak Hour Synchro 12 Report Langan Page 9

HCM 7th TWSC 2027 Build 4: Laurel Avenue (CR 634) & Crestmont Country Club Drwy PM Peak Hour Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 1 869 4 1 554 Future Vol, veh/h 0 1 869 4 1 554 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 0 0 2 0 0 1 Mvmt Flow 0 1 924 4 1 589 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1518 927 0 0 929 0 Stage 1 927 - - - - - Stage 2 591 - - - - - Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 132 328 - - 745 - Stage 1 389 - - - - - Stage 2 557 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 132 328 - - 745 - Mov Cap-2 Maneuver 132 - - - - - Stage 1 389 - - - - - Stage 2 556 - - - - - Approach WB NB SB HCM Control Delay, s/v 16 0 0.02 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 328 3 - HCM Lane V/C Ratio - - 0.003 0.001 - HCM Control Delay (s/veh) - - 16 9.8 0 HCM Lane LOS - - C A A HCM 95th %tile Q(veh) - - 0 0 - Scenario 2 2027 Build 10:26 am 06/20/2024 PM Peak Hour

8 0 HCM Lane LOS - - C A A HCM 95th %tile Q(veh) - - 0 0 - Scenario 2 2027 Build 10:26 am 06/20/2024 PM Peak Hour Synchro 12 Report Langan Page 8

APPENDIX E SIGNAL WARRANT ANALYSIS

Warrants Summary Report 1: Eagle Rock Avenue (CR 611) and Oval Road/Crestmont Drwy Intersection Information: Major Street Minor Street Street Name Eagle Rock Avenue (CR 611) Oval Road Direction EB/WB SB Number of Lanes 2 1 Approach Speed 30 30 Warrant Met? Notes Warrant 1, Eight-Hour Vehicular Volume Yes Condition A or B Met? Yes 11 Hours met (8 required) Condition A and B Met? Yes 12 Hours met (8 required) Warrant 2, Four-Hour Vehicular Volume Yes 11 Hours met (4 required) Warrant 3, Peak Hour Yes Condition A Met? No 0 Hours met (1 required) Condition B Met? Yes 5 Hours met (1 required) 1 6/20/2024 Federal 2003

Warrant 1: Eight-hour Vehicular Volume 1: Eagle Rock Avenue (CR 611) and Oval Road/Crestmont Drwy Intersection Information: Major Street Name: Eagle Rock Avenue (CR 611) Major Street Direction: EB/WB Minor Street Direction: SB WARRANT 1 MET? Yes Details: Condition A Met? Yes 8 Hours met (8 required) at 100% Condition B Met? Yes 11 Hours met (8 required) at 100% Hour Major Street Vehicles High Volume Minor 100% Standard Met? 80% Standard Met? (Total of Both Approaches) Approach Vehicles Cond. A OR Cond. B Cond. A AND Cond. B Condition A Condition B Condition A Condition B 100% 100% 80% 80% Column Column Column Column 07:00 to 08:00 1,107 338 Yes* Yes* Yes* Yes* Condition A Volume >= 100% Yes Volume >= 100% Yes column (600)? column (150)? Volume >= 80% Yes Volume >= 80% Yes column (480)? column (120)? Condition B Volume >= 100% Yes Volume >= 100% Yes column (900)? column (75)? Volume >= 80% Yes Volume >= 80% Yes column (720)? column (60)? 08:00 to 09:00 1,587 266 Yes* Yes* Yes* Yes* Condition A Volume >= 100% Yes Volume >= 100% Yes column (600)? column (150)? Volume >= 80% Yes Volume >= 80% Yes column (480)? column (120)? Condition B Volume >= 100% Yes Volume >= 100% Yes column (900)? column (75)? Volume >= 80% Yes Volume >= 80% Yes