Traffic Report

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 1 2027 No-Build 11:52 am 05/23/2024 AM Peak Hour Synchro 12 Report Langan Page 1

Lanes, Volumes, Timings 2027 No-Build 1: Laurel Avenue (CR 634) & Eagle Rock Avenue (CR 611) AM 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) 19.1 38.2 34.1 14.5 14.5 Actuated g/C Ratio 0.31 0.62 0.55 0.24 0.24 v/c Ratio 0.57 0.91 0.19 0.71 0.49 Control Delay (s/veh) 9.1 35.9 8.0 31.7 5.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 9.1 35.9 8.0 31.7 5.8 LOS A D A C A Approach Delay (s/veh) 9.1 23.6 19.0 Approach LOS A C B 90th %ile Green (s) 19.0 12.0 34.0 21.4 21.4 90th %ile Term Code Max Max Hold Gap Gap 70th %ile Green (s) 19.0 12.0 34.0 17.1 17.1 70th %ile Term Code Max Max Hold Gap Gap 50th %ile

Max Hold Gap Gap 70th %ile Green (s) 19.0 12.0 34.0 17.1 17.1 70th %ile Term Code Max Max Hold Gap Gap 50th %ile Green (s) 19.0 12.0 34.0 14.4 14.4 50th %ile Term Code Max Max Hold Gap Gap 30th %ile Green (s) 19.0 12.0 34.0 12.0 12.0 30th %ile Term Code Max Max Hold Gap Gap 10th %ile Green (s) 19.0 12.0 34.0 8.8 8.8 10th %ile Term Code Max Max Hold Gap Gap Stops (vph) 230 207 167 241 34 Fuel Used(gal) 8 8 4 4 1 CO Emissions (g/hr) 555 552 296 283 68 NOx Emissions (g/hr) 108 107 58 55 13 VOC Emissions (g/hr) 129 128 69 66 16 Dilemma Vehicles (#) 57 0 22 0 0 Queue Length 50th (ft) 43 90 33 102 0 Queue Length 95th (ft) 102 #309 66 174 48 Internal Link Dist (ft) 185 306 124 Turn Bay Length (ft) 120 Base Capacity (vph) 1309 525 1977 777 585 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 1 2027 No-Build 11:52 am 05/23/2024 AM Peak Hour Synchro 12 Report Langan Page 2

Lanes, Volumes, Timings 2027 No-Build 1: Laurel Avenue (CR 634) & Eagle Rock Avenue (CR 611) AM Peak Hour Lane Group EBT EBR WBL WBT NBL NBR Reduced v/c Ratio 0.57 0.91 0.19 0.38 0.49 Intersection Summary Area Type: Other Cycle Length: 74 Actuated Cycle Length: 61.7 Natural Cycle: 60 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.91 Intersection Signal Delay (s/veh): 17.4 Intersection LOS: B Intersection Capacity Utilization 76.5% ICU Level of Service D Analysis Period (min) 15 90th %ile Actuated Cycle: 68.4 70th %ile Actuated Cycle: 64.1 50th %ile Actuated Cycle: 61.4 30th %ile Actuated Cycle: 59 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 1 2027 No-Build 11:52 am 05/23/2024 AM Peak Hour Synchro 12 Report Langan Page 3

Lanes, Volumes, Timings 2027 Build 1: Laurel Avenue (CR 634) & Eagle Rock Avenue (CR 611) AM Peak Hour Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 294 435 492 408 282 283 Future Volume (vph) 294 435 492 408 282 283 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 0.910 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 3215 0 1752 3574 1770 1583 Flt Permitted 0.168 0.950 Satd. Flow (perm) 3215 0 310 3574 1770 1583 Right Turn on Red Yes Yes Satd. Flow (RTOR) 443 298 Link Speed (mph) 40 40 35 Link Distance (ft) 265 830 204 Travel Time (s) 4.5 14.1 4.0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 1% 3% 3% 1% 2% 2% Adj. Flow (vph) 309 458 518 429 297 298 Shared Lane Traffic (%) Lane Group Flow (vph) 767 0 518 429 297 298 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 1 2027 Build 11:52 am 05/23/2024 AM Peak Hour Synchro 12 Report Langan Page 1

Lanes, Volumes, Timings 2027 Build 1: Laurel Avenue (CR 634) & Eagle Rock Avenue (CR 611) AM Peak Hour Lane Group EBT EBR WBL WBT NBL NBR Permitted Phases 6 Detector Phase 2 1 6 8 Switch Phase Minimum Initial (s) 20.0 7.0 30.0 25.0 25.0 Minimum Split (s) 26.0 10.0 36.0 32.0 32.0 Total Split (s) 35.0 15.0 50.0 40.0 40.0 Total Split (%) 38.9% 16.7% 55.6% 44.4% 44.4% Maximum Green (s) 29.0 12.0 44.0 33.0 33.0 Yellow Time (s) 4.0 3.0 4.0 4.0 4.0 All-Red Time (s) 2.0 0.0 2.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 3.0 6.0 7.0 7.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 Recall Mode C-Min None C-Min None None Act Effct Green (s) 20.8 54.7 51.7 25.3 25.3 Actuated g/C Ratio 0.23 0.61 0.57 0.28 0.28 v/c Ratio 0.71 0.81 0.21 0.60 0.45 Control Delay (s/veh) 16.9 23.6 6.0 33.7 5.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 16.9 23.6 6.0 33.7 5.5 LOS B C A C A Approach Delay (s/veh) 16.9 15.6 19.6 Approach LOS B B B 90th %ile Green (s) 23.8 23.6 50.4 26.6 26.6 90th %ile Term Code Coord Max Coord Gap Gap 70th %ile Green (s) 20.0 29.0 52.0 25.0 25.0 70th %ile Term Code Coord Max Coord Min Min 50th %ile

Max Coord Gap Gap 70th %ile Green (s) 20.0 29.0 52.0 25.0 25.0 70th %ile Term Code Coord Max Coord Min Min 50th %ile Green (s) 20.0 29.0 52.0 25.0 25.0 50th %ile Term Code Coord Max Coord Min Min 30th %ile Green (s) 20.0 29.0 52.0 25.0 25.0 30th %ile Term Code Coord Max Coord Min Min 10th %ile Green (s) 20.0 29.0 52.0 25.0 25.0 10th %ile Term Code Coord Max Coord Min Min Stops (vph) 292 298 167 238 31 Fuel Used(gal) 10 8 4 4 1 CO Emissions (g/hr) 687 563 310 289 68 NOx Emissions (g/hr) 134 110 60 56 13 VOC Emissions (g/hr) 159 131 72 67 16 Dilemma Vehicles (#) 41 0 5 0 0 Queue Length 50th (ft) 86 202 71 146 0 Queue Length 95th (ft) 144 #382 14 225 57 Internal Link Dist (ft) 185 750 124 Turn Bay Length (ft) 575 Base Capacity (vph) 1336 636 2051 649 659 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 1 2027 Build 11:52 am 05/23/2024 AM Peak Hour Synchro 12 Report Langan Page 2

Lanes, Volumes, Timings 2027 Build 1: Laurel Avenue (CR 634) & Eagle Rock Avenue (CR 611) AM Peak Hour Lane Group EBT EBR WBL WBT NBL NBR Reduced v/c Ratio 0.57 0.81 0.21 0.46 0.45 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBTL, Start of Yellow, Master Intersection Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.81 Intersection Signal Delay (s/veh): 17.1 Intersection LOS: B Intersection Capacity Utilization 84.4% ICU Level of Service E Analysis Period (min) 15 # 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 1 2027 Build 11:52 am 05/23/2024 AM Peak Hour Synchro 12 Report Langan Page 3

HCM 7th TWSC 2027 No-Build 2: Eagle Rock Avenue (CR 611) & Oval Road AM Peak Hour Intersection Int Delay, s/veh 2.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 39 509 740 29 47 70 Future Vol, veh/h 39 509 740 29 47 70 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 96 96 96 96 96 96 Heavy Vehicles, % 0 3 2 7 4 1 Mvmt Flow 41 530 771 30 49 73 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 801 0 - 0 1132 401 Stage 1 - - - - 786 - Stage 2 - - - - 346 - Critical Hdwy 4.1 - - - 6.88 6.92 Critical Hdwy Stg 1 - - - - 5.88 - Critical Hdwy Stg 2 - - - - 5.88 - Follow-up Hdwy 2.2 - - - 3.54 3.31 Pot Cap-1 Maneuver 831 - - - 194 602 Stage 1 - - - - 404 - Stage 2 - - - - 682 - Platoon blocked, % - - - Mov Cap-1 Maneuver 831 - - - 183 602 Mov Cap-2 Maneuver - - - - 183 - Stage 1 - - - - 381 - Stage 2 - - - - 682 - Approach EB WB SB HCM Control Delay, s/v 1.12 0 23.64 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 256 - - - 313 HCM Lane V/C Ratio 0.049 - - - 0.389 HCM Control Delay (s/veh) 9.6 0.5 - - 23.6 HCM Lane LOS A A - - C HCM 95th %tile Q(veh) 0.2 - - - 1.8 Scenario 1 2027 No-Build 11:52 am 05/23/2024 AM Peak Hour Synchro 12 Report Langan