Traffic Report

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