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Hillsborough Industrial Site 2023 Build-Improved PM <br />140: Old NC 86 & Davis Road Timing Plan: PM Peak <br />Lanes, Volumes, Timings Synchro 10 Report <br />Stantec Page 7 <br />Lane Group EBL EBR NBL NBT SBT SBR <br />Lane Configurations <br />Traffic Volume (vph) 115 39 45 367 312 153 <br />Future Volume (vph) 115 39 45 367 312 153 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 <br />Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 <br />Frt 0.966 0.956 <br />Flt Protected 0.964 0.995 <br />Satd. Flow (prot)1735 0 0 1853 1781 0 <br />Flt Permitted 0.964 0.912 <br />Satd. Flow (perm)1735 0 0 1699 1781 0 <br />Right Turn on Red No No <br />Satd. Flow (RTOR) <br />Link Speed (mph) 45 45 45 <br />Link Distance (ft)1029 1406 754 <br />Travel Time (s)15.6 21.3 11.4 <br />Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 <br />Adj. Flow (vph)128 43 50 408 347 170 <br />Shared Lane Traffic (%) <br />Lane Group Flow (vph) 171 0 0 458 517 0 <br />Turn Type Prot Perm NA NA <br />Protected Phases 4 2 6 <br />Permitted Phases 2 <br />Detector Phase 4 2 2 6 <br />Switch Phase <br />Minimum Initial (s) 7.0 12.0 12.0 12.0 <br />Minimum Split (s)25.0 25.0 25.0 25.0 <br />Total Split (s)25.0 35.0 35.0 35.0 <br />Total Split (%)41.7% 58.3% 58.3% 58.3% <br />Maximum Green (s) 18.0 28.0 28.0 28.0 <br />Yellow Time (s)5.0 5.0 5.0 5.0 <br />All-Red Time (s)2.0 2.0 2.0 2.0 <br />Lost Time Adjust (s) -2.0 -2.0 -2.0 <br />Total Lost Time (s)5.0 5.0 5.0 <br />Lead/Lag <br />Lead-Lag Optimize? <br />Vehicle Extension (s) 3.0 3.0 3.0 3.0 <br />Recall Mode None C-Min C-Min C-Min <br />Walk Time (s)7.0 7.0 7.0 7.0 <br />Flash Dont Walk (s) 11.0 11.0 11.0 11.0 <br />Pedestrian Calls (#/hr) 0 0 0 0 <br />Act Effct Green (s)13.2 40.6 40.6 <br />Actuated g/C Ratio 0.22 0.68 0.68 <br />v/c Ratio 0.45 0.40 0.43 <br />Control Delay 23.3 7.9 6.1 <br />Queue Delay 0.0 0.0 0.0 <br />Total Delay 23.3 7.9 6.1 <br />LOS C A A <br />Approach Delay 23.3 7.9 6.1 <br />Approach LOS C A A <br />296