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

Lanes, Volumes, Timings 2027 Build (Signalized) 2: Crestmont Country Club Drwy/Oval Road & Eagle Rock Avenue (CR 611) AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 68 509 0 0 735 48 1 0 1 111 0 165 Future Volume (vph) 68 509 0 0 735 48 1 0 1 111 0 165 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 12 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 0.991 0.850 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1745 3388 0 0 3386 0 1805 1615 0 1711 0 1652 Flt Permitted 0.281 0.950 0.615 Satd. Flow (perm) 516 3388 0 0 3386 0 1805 1615 0 1107 0 1652 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 9 405 172 Link Speed (mph) 40 40 25 25 Link Distance (ft) 830

172 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 0.96 0.96 0.92 0.92 0.96 0.96 0.92 0.92 0.92 0.96 0.92 0.96 Heavy Vehicles (%) 0% 3% 0% 0% 2% 4% 0% 0% 0% 2% 0% 1% Adj. Flow (vph) 71 530 0 0 766 50 1 0 1 116 0 172 Shared Lane Traffic (%) Lane Group Flow (vph) 71 530 0 0 816 0 1 1 0 116 0 172 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 1.00 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 1 2027 Build (Signalized) 11:52 am 01/21/2026 AM Peak Hour Synchro 12 Report Langan Page 4