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Hillsborough Industrial Site 2023 Build-Improved AM <br />140: Old NC 86 & Davis Road Timing Plan: AM 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) 172 23 40 362 287 102 <br />Future Volume (vph) 172 23 40 362 287 102 <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 0.984 0.965 <br />Flt Protected 0.958 0.995 <br />Satd. Flow (prot)1756 0 0 1853 1798 0 <br />Flt Permitted 0.958 0.931 <br />Satd. Flow (perm)1756 0 0 1734 1798 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)191 26 44 402 319 113 <br />Shared Lane Traffic (%) <br />Lane Group Flow (vph) 217 0 0 446 432 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)26.0 34.0 34.0 34.0 <br />Total Split (%)43.3% 56.7% 56.7% 56.7% <br />Maximum Green (s) 19.0 27.0 27.0 27.0 <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)14.6 35.4 35.4 <br />Actuated g/C Ratio 0.24 0.59 0.59 <br />v/c Ratio 0.51 0.44 0.41 <br />Control Delay 23.1 9.4 7.4 <br />Queue Delay 0.0 0.0 0.0 <br />Total Delay 23.1 9.4 7.4 <br />LOS C A A <br />Approach Delay 23.1 9.4 7.4 <br />Approach LOS C A A <br />284