Traffic Report

8.7 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0 0 - Scenario 1 2027 No-Build 11:52 am 05/23/2024 AM Peak Hour Synchro 12 Report Langan Page 9

HCM 7th TWSC 2027 Build 4: Laurel Avenue (CR 634) & Crestmont Country Club Drwy AM Peak Hour Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 1 564 23 4 923 Future Vol, veh/h 0 1 564 23 4 923 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 3 0 0 3 Mvmt Flow 0 1 600 24 4 982 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1603 612 0 0 624 0 Stage 1 612 - - - - - Stage 2 990 - - - - - 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 118 497 - - 967 - Stage 1 545 - - - - - Stage 2 363 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 116 497 - - 967 - Mov Cap-2 Maneuver 116 - - - - - Stage 1 545 - - - - - Stage 2 359 - - - - - Approach WB NB SB HCM Control Delay, s/v12.26 0 0.04 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 497 8 - HCM Lane V/C Ratio - - 0.002 0.004 - HCM Control Delay (s/veh) - - 12.3 8.7 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0 0 - Scenario 1 2027 Build 11:52 am 05/23/2024 AM Peak Hour

7 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0 0 - Scenario 1 2027 Build 11:52 am 05/23/2024 AM Peak Hour Synchro 12 Report Langan Page 8

Lanes, Volumes, Timings 2027 No-Build 1: Laurel Avenue (CR 634) & Eagle Rock Avenue (CR 611) PM Peak Hour Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 413 274 261 293 462 375 Future Volume (vph) 413 274 261 293 462 375 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 120 0 0 Storage Lanes 0 1 1 1 Taper Length (ft) 50 25 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00 Frt 0.940 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 3367 0 1787 3574 1805 1599 Flt Permitted 0.218 0.950 Satd. Flow (perm) 3367 0 410 3574 1805 1599 Right Turn on Red Yes Yes Satd. Flow (RTOR) 205 403 Link Speed (mph) 40 40 35 Link Distance (ft) 265 386 204 Travel Time (s) 4.5 6.6 4.0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 0% 2% 1% 1% 0% 1% Adj. Flow (vph) 444 295 281 315 497 403 Shared Lane Traffic (%) Lane Group Flow (vph) 739 0 281 315 497 403 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 10 12 12 Link Offset(ft) 0 0 25 Crosswalk Width(ft) 35 10 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning

0 25 Crosswalk Width(ft) 35 10 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 2 1 2 1 1 Detector Template Thru Left Thru Left Right Leading Detector (ft) 100 20 100 20 20 Trailing Detector (ft) 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 Detector 1 Size(ft) 6 20 6 20 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 Turn Type NA pm+pt NA Prot Prot Protected Phases 2 1 6 8 8 Scenario 2 2027 No-Build 11:08 am 06/17/2024 PM Peak Hour Synchro 12 Report Langan Page 1

Lanes, Volumes, Timings 2027 No-Build 1: Laurel Avenue (CR 634) & Eagle Rock Avenue (CR 611) PM Peak Hour Lane Group EBT EBR WBL WBT NBL NBR Permitted Phases 6 Detector Phase 2 1 6 8 Switch Phase Minimum Initial (s) 19.0 7.0 29.0 7.0 7.0 Minimum Split (s) 26.0 10.0 36.0 13.0 13.0 Total Split (s) 26.0 15.0 41.0 33.0 33.0 Total Split (%) 35.1% 20.3% 55.4% 44.6% 44.6% Maximum Green (s) 19.0 12.0 34.0 27.0 27.0 Yellow Time (s) 5.0 3.0 5.0 4.0 4.0 All-Red Time (s) 2.0 0.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 3.0 7.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 Recall Mode Min None Min None None Act Effct Green (s) 19.2 36.3 32.3 21.8 21.8 Actuated g/C Ratio 0.29 0.54 0.48 0.32 0.32 v/c Ratio 0.67 0.66 0.18 0.85 0.51 Control Delay (s/veh) 19.6 17.8 11.1 36.4 4.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 19.6 17.8 11.1 36.4 4.5 LOS B B B D A Approach Delay (s/veh) 19.6 14.3 22.1 Approach LOS B B C 90th %ile Green (s) 19.0 12.0 34.0 27.0 27.0 90th %ile Term Code Max Max Hold Max Max 70th %ile Green (s) 19.0 12.0 34.0 27.0 27.0 70th %ile Term Code Max Max Hold Max Max 50th %ile

Max Hold Max Max 70th %ile Green (s) 19.0 12.0 34.0 27.0 27.0 70th %ile Term Code Max Max Hold Max Max 50th %ile Green (s) 19.0 10.8 32.8 23.6 23.6 50th %ile Term Code Max Gap Hold Gap Gap 30th %ile Green (s) 19.0 8.7 30.7 19.1 19.1 30th %ile Term Code Max Gap Hold Gap Gap 10th %ile Green (s) 19.0 7.0 29.0 13.8 13.8 10th %ile Term Code Max Min Min Gap Gap Stops (vph) 429 137 156 396 37 Fuel Used(gal) 11 4 4 7 1 CO Emissions (g/hr) 780 263 269 495 82 NOx Emissions (g/hr) 152 51 52 96 16 VOC Emissions (g/hr) 181 61 62 115 19 Dilemma Vehicles (#) 50 0 16 0 0 Queue Length 50th (ft) 105 62 38 190 0 Queue Length 95th (ft) 178 120 66 #339 53 Internal Link Dist (ft) 185 306 124 Turn Bay Length (ft) 120 Base Capacity (vph) 1109 470 1829 733 790 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Scenario 2 2027 No-Build 11:08 am 06/17/2024 PM Peak Hour Synchro 12 Report Langan Page 2

Lanes, Volumes, Timings 2027 No-Build 1: Laurel Avenue (CR 634) & Eagle Rock Avenue (CR 611) PM Peak Hour Lane Group EBT EBR WBL WBT NBL NBR Reduced v/c Ratio 0.67 0.60 0.17 0.68 0.51 Intersection Summary Area Type: Other Cycle Length: 74 Actuated Cycle Length: 67.2 Natural Cycle: 60 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.85 Intersection Signal Delay (s/veh): 19.2 Intersection LOS: B Intersection Capacity Utilization 74.4% ICU Level of Service D Analysis Period (min) 15 90th %ile Actuated Cycle: 74 70th %ile Actuated Cycle: 74 50th %ile Actuated Cycle: 69.4 30th %ile Actuated Cycle: 62.8 10th %ile Actuated Cycle: 55.8 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Laurel Avenue (CR 634) & Eagle Rock Avenue (CR 611) Scenario 2 2027 No-Build 11:08 am 06/17/2024 PM Peak Hour Synchro 12 Report Langan Page 3

Lanes, Volumes, Timings 2027 Build 1: Laurel Avenue (CR 634) & Eagle Rock Avenue (CR 611) PM Peak Hour Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 451 274 281 318 462 408 Future Volume (vph) 451 274 281 318 462 408 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 575 0 0 Storage Lanes 0 1 1 1 Taper Length (ft) 50 25 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00 Frt 0.943 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 3391 0 1787 3574 1805 1615 Flt Permitted 0.216 0.950 Satd. Flow (perm) 3391 0 406 3574 1805 1615 Right Turn on Red Yes Yes Satd. Flow (RTOR) 150 426 Link Speed (mph) 40 40 35 Link Distance (ft) 265 830 204 Travel Time (s) 4.5 14.1 4.0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 0% 1% 1% 1% 0% 0% Adj. Flow (vph) 485 295 302 342 497 439 Shared Lane Traffic (%) Lane Group Flow (vph) 780 0 302 342 497 439 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 10 12 12 Link Offset(ft) 0 0 25 Crosswalk Width(ft) 35 15 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning

0 25 Crosswalk Width(ft) 35 15 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 2 1 2 1 1 Detector Template Thru Left Thru Left Right Leading Detector (ft) 100 20 100 20 20 Trailing Detector (ft) 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 Detector 1 Size(ft) 6 20 6 20 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 Turn Type NA pm+pt NA Prot Prot Protected Phases 2 1 6 8 8 Scenario 2 2027 Build 10:26 am 06/20/2024 PM Peak Hour Synchro 12 Report Langan Page 1