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

2027 BUILD UNSIGNALIZED

Lanes, Volumes, Timings 2027 Build (Unsignalized) 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) 0 120 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 0.910 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 3215 0 1752 3574 1770 1583 Flt Permitted 0.225 0.950 Satd. Flow (perm) 3215 0 415 3574 1770 1583 Right Turn on Red Yes Yes Satd. Flow (RTOR) 458 298 Link Speed (mph) 40 40 35 Link Distance (ft) 265 386 204 Travel Time (s) 4.5 6.6 4.0 Peak Hour Factor 0.95 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 10 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00

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 Build (Unsignalized) 11:52 am 01/21/2026 AM Peak Hour Synchro 12 Report Langan Page 1

Lanes, Volumes, Timings 2027 Build (Unsignalized) 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 0.59 1.00 0.22 0.71 0.50 Control Delay (s/veh) 9.5 56.0 8.1 31.7 5.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 9.5 56.0 8.1 31.7 5.8 LOS A E A C A Approach Delay (s/veh) 9.5 34.3 18.7 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 Green (s) 19.0 12.0 34.0 14.4 14.4 50th %ile Term Code Max

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) 242 235 192 241 35 Fuel Used(gal) 8 11 5 4 1 CO Emissions (g/hr) 576 748 340 283 71 NOx Emissions (g/hr) 112 146 66 55 14 VOC Emissions (g/hr) 134 173 79 66 16 Dilemma Vehicles (#) 58 0 25 0 0 Queue Length 50th (ft) 45 118 38 103 0 Queue Length 95th (ft) 107 #369 76 176 50 Internal Link Dist (ft) 185 306 124 Turn Bay Length (ft) 120 Base Capacity (vph) 1310 518 1977 777 600 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 (Unsignalized) 11:52 am 01/21/2026 AM Peak Hour Synchro 12 Report Langan Page 2

Lanes, Volumes, Timings 2027 Build (Unsignalized) 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 0.59 1.00 0.22 0.38 0.50 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: 1.00 Intersection Signal Delay (s/veh): 22.0 Intersection LOS: C Intersection Capacity Utilization 79.2% 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 Build (Unsignalized) 11:52 am 01/21/2026 AM Peak Hour Synchro 12 Report Langan Page 3

HCM 7th TWSC 2027 Build (Unsignalized) 2: Eagle Rock Avenue (CR 611) & Oval Road AM Peak Hour Intersection Int Delay, s/veh 16.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 68 509 735 48 111 165 Future Vol, veh/h 68 509 735 48 111 165 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 4 2 1 Mvmt Flow 71 530 766 50 116 172 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 816 0 - 0 1197 408 Stage 1 - - - - 791 - Stage 2 - - - - 407 - Critical Hdwy 4.1 - - - 6.84 6.92 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy 2.2 - - - 3.52 3.31 Pot Cap-1 Maneuver 821 - - - 178 596 Stage 1 - - - - 407 - Stage 2 - - - - 641 - Platoon blocked, % - - - Mov Cap-1 Maneuver 821 - - - 160 596 Mov Cap-2 Maneuver - - - - 160 - Stage 1 - - - - 366 - Stage 2 - - - - 641 - Approach EB WB SB HCM Ctrl Dly, s/v 1.85 0 95.64 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 424 - - - 285 HCM Lane V/C Ratio 0.086 - - - 1.01 HCM Ctrl Dly (s/v) 9.8 0.8 - - 95.6 HCM Lane LOS A A - - F HCM 95th %tile Q(veh) 0.3 - - - 10.6 Scenario 1 2027 Build (Unsignalized) 11:52 am

9.8 0.8 - - 95.6 HCM Lane LOS A A - - F HCM 95th %tile Q(veh) 0.3 - - - 10.6 Scenario 1 2027 Build (Unsignalized) 11:52 am 01/21/2026 AM Peak Hour Synchro 12 Report Langan Page 5

Lanes, Volumes, Timings 2027 Build (Unsignalized) 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) 0 120 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 0.943 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 3391 0 1787 3574 1805 1615 Flt Permitted 0.193 0.950 Satd. Flow (perm) 3391 0 363 3574 1805 1615 Right Turn on Red Yes Yes Satd. Flow (RTOR) 166 439 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% 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 10 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00

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 Build (Unsignalized) 11:08 am 01/21/2026 PM Peak Hour Synchro 12 Report Langan Page 1