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) 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