20 2026 01 21 Eagle Rock Ave and Oval Road Laurel Avenue Traffic Signal Design Report

Lanes, Volumes, Timings 2027 Build (Signalized) 1: Laurel Avenue (CR 634) & Eagle Rock Avenue (CR 611) PM Peak Hour Lane Group EBT EBR WBL WBT NBL NBR Protected Phases 2 1 6 8 8 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) 32.2 50.9 47.9 29.1 29.1 Actuated g/C Ratio 0.36 0.57 0.53 0.32 0.32 v/c Ratio 0.61 0.74 0.19 0.85 0.54 Control Delay (s/veh) 22.4 22.1 5.6 43.1 5.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 22.4 22.1 5.6 43.1 5.2 LOS C C A D A Approach Delay (s/veh) 22.4 13.4 25.4 Approach LOS C B C 90th %ile Green (s) 29.0 12.0 44.0 33.0 33.0 90th %ile Term Code Coord Max Coord Max Max 70th %ile Green (s) 25.6 15.8 44.4 32.6 32.6 70th %ile Term Code Coord Max Coord Gap Gap 50th %ile Green (s) 30.1

Max 70th %ile Green (s) 25.6 15.8 44.4 32.6 32.6 70th %ile Term Code Coord Max Coord Gap Gap 50th %ile Green (s) 30.1 14.4 47.5 29.5 29.5 50th %ile Term Code Coord Gap Coord Gap Gap 30th %ile Green (s) 36.8 11.8 51.6 25.4 25.4 30th %ile Term Code Coord Gap Coord Gap Gap 10th %ile Green (s) 39.5 9.5 52.0 25.0 25.0 10th %ile Term Code Coord Gap Coord Min Min Stops (vph) 483 115 84 416 43 Fuel Used(gal) 12 4 3 8 1 CO Emissions (g/hr) 872 278 208 550 95 NOx Emissions (g/hr) 170 54 41 107 18 VOC Emissions (g/hr) 202 64 48 127 22 Dilemma Vehicles (#) 40 0 12 0 0 Queue Length 50th (ft) 158 27 19 259 5 Queue Length 95th (ft) 227 #170 25 365 65 Internal Link Dist (ft) 185 750 124 Turn Bay Length (ft) 575 Base Capacity (vph) 1292 416 1838 661 810 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Scenario 2 2027 Build (Signalized) 10:26 am 01/21/2026 PM Peak Hour Synchro 12 Report Langan Page 2

Lanes, Volumes, Timings 2027 Build (Signalized) 1: Laurel Avenue (CR 634) & Eagle Rock Avenue (CR 611) PM Peak Hour Lane Group EBT EBR WBL WBT NBL NBR Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.60 0.73 0.19 0.75 0.54 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: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay (s/veh): 21.1 Intersection LOS: C Intersection Capacity Utilization 76.6% ICU Level of Service D 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 2 2027 Build (Signalized) 10:26 am 01/21/2026 PM Peak Hour Synchro 12 Report Langan Page 3

Lanes, Volumes, Timings 2027 Build (Signalized) 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 Lane Configurations Traffic Volume (vph) 166 693 0 0 473 67 14 0 3 70 0 112 Future Volume (vph) 166 693 0 0 473 67 14 0 3 70 0 112 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 12 12 11 11 12 12 12 11 13 13 Storage Length (ft) 150 0 140 0 0 0 0 0 Storage Lanes 1 0 0 0 1 0 1 1 Taper Length (ft) 50 50 25 25 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.981 0.850 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1745 3455 0 0 3423 0 1805 1615 0 1728 0 1669 Flt Permitted 0.369 0.950 0.635 Satd. Flow (perm) 678 3455 0 0 3423 0 1805 1615 0 1155 0 1669 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 21 352 123 Link Speed (mph) 40 40 25 25 Link Distance (ft) 830

123 Link Speed (mph) 40 40 25 25 Link Distance (ft) 830 376 327 217 Travel Time (s) 14.1 6.4 8.9 5.9 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 0% 1% 0% 0% 0% 0% 0% 0% 0% 1% 0% 0% Adj. Flow (vph) 182 762 0 0 520 74 15 0 3 77 0 123 Shared Lane Traffic (%) Lane Group Flow (vph) 182 762 0 0 594 0 15 3 0 77 0 123 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 11 11 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.04 1.04 1.00 1.00 1.04 1.04 1.00 1.00 1.00 1.04 0.96 0.96 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 1 2 1 2 1 Detector Template Left Thru Thru Left Thru Left Thru Right Leading Detector (ft) 20 100 100 20 100 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0

100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 6 20 6 20 20 Detector 1 Type Cl+Ex Cl+Ex 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 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 Detector 2 Size(ft) 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 Turn Type pm+pt NA NA pm+pt NA pm+pt Perm Scenario 2 2027 Build (Signalized) 10:26 am 01/21/2026 PM Peak Hour Synchro 12 Report Langan Page 4

Lanes, Volumes, Timings 2027 Build (Signalized) 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 Protected Phases 5 2 6 3 8 7 Permitted Phases 2 8 4 4 Detector Phase 5 2 6 3 8 7 4 Switch Phase Minimum Initial (s) 7.0 48.0 37.0 15.0 7.0 15.0 7.0 Minimum Split (s) 11.0 54.0 43.0 18.0 14.0 18.0 14.0 Total Split (s) 11.0 54.0 43.0 22.0 14.0 22.0 14.0 Total Split (%) 12.2% 60.0% 47.8% 24.4% 15.6% 24.4% 15.6% Maximum Green (s) 7.0 48.0 37.0 19.0 7.0 19.0 7.0 Yellow Time (s) 4.0 4.0 4.0 3.0 3.0 3.0 3.0 All-Red Time (s) 0.0 2.0 2.0 0.0 4.0 0.0 4.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 6.0 6.0 3.0 7.0 3.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 3.0 2.0 2.0 2.0 Recall Mode None C-Min C-Min None None None None Act Effct Green (s) 65.5 63.5 52.1 18.3 7.5 17.7 9.9 Actuated g/C Ratio 0.73 0.71 0.58

None Act Effct Green (s) 65.5 63.5 52.1 18.3 7.5 17.7 9.9 Actuated g/C Ratio 0.73 0.71 0.58 0.20 0.08 0.20 0.11 v/c Ratio 0.31 0.31 0.30 0.04 0.01 0.24 0.42 Control Delay (s/veh) 10.9 11.3 11.2 25.6 0.0 29.9 12.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 10.9 11.3 11.2 25.6 0.0 29.9 12.1 LOS B B B C A C B Approach Delay (s/veh) 11.3 11.2 21.4 19.0 Approach LOS B B C B 90th %ile Green (s) 8.4 49.4 37.0 15.0 9.6 15.0 9.6 90th %ile Term Code Max Coord Coord Min Hold Min Gap 70th %ile Green (s) 7.7 66.0 54.3 0.0 0.0 15.0 11.0 70th %ile Term Code Gap Coord Coord Skip Skip Min Hold 50th %ile Green (s) 7.0 66.0 55.0 0.0 0.0 15.0 11.0 50th %ile Term Code Min Coord Coord Skip Skip Min Hold 30th %ile Green (s) 7.0 66.0 55.0 0.0 0.0 15.0 11.0 30th %ile Term Code Min Coord Coord Skip Skip Min Hold 10th %ile Green (s) 7.0 70.0 59.0 0.0 7.0 0.0 7.0 10th %ile Term Code Min Coord Coord Skip Hold Skip Min Stops (vph) 80 364 260 12 0 55 21 Fuel Used(gal)

Skip Hold Skip Min Stops (vph) 80 364 260 12 0 55 21 Fuel Used(gal) 2 9 7 0 0 1 1 CO Emissions (g/hr) 146 635 504 11 1 66 59 NOx Emissions (g/hr) 28 123 98 2 0 13 11 VOC Emissions (g/hr) 34 147 117 3 0 15 14 Dilemma Vehicles (#) 0 53 30 0 0 0 0 Queue Length 50th (ft) 32 94 73 7 0 39 0 Queue Length 95th (ft) 130 254 163 19 0 61 50 Internal Link Dist (ft) 750 296 247 137 Turn Bay Length (ft) 150 Base Capacity (vph) 581 2436 1989 431 457 396 293 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Scenario 2 2027 Build (Signalized) 10:26 am 01/21/2026 PM Peak Hour Synchro 12 Report Langan Page 5

Lanes, Volumes, Timings 2027 Build (Signalized) 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 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.31 0.31 0.30 0.03 0.01 0.19 0.42 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 74 (82%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.42 Intersection Signal Delay (s/veh): 12.2 Intersection LOS: B Intersection Capacity Utilization 62.2% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 2: Crestmont Country Club Drwy/Oval Road & Eagle Rock Avenue (CR 611) Scenario 2 2027 Build (Signalized) 10:26 am 01/21/2026 PM Peak Hour Synchro 12 Report Langan Page 6