Traffic Report

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 Lane Configurations Traffic Volume (vph) 278 435 452 357 282 270 Future Volume (vph) 278 435 452 357 282 270 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 0.909 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 3210 0 1752 3574 1770 1568 Flt Permitted 0.234 0.950 Satd. Flow (perm) 3210 0 432 3574 1770 1568 Right Turn on Red Yes Yes Satd. Flow (RTOR) 458 284 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% 3% Adj. Flow (vph) 293 458 476 376 297 284 Shared Lane Traffic (%) Lane Group Flow (vph) 751 0 476 376 297 284 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 1 2027 No-Build 11:52 am 05/23/2024 AM Peak Hour Synchro 12 Report Langan Page 1