Orange County NC Website
284 <br /> Hillsborough Industrial Site 2023 Build-Improved AM <br /> 140: Old NC 86 & Davis Road II Timing Plan:AM Peak <br /> t t <br /> Lane Group EBL EBR NBL NBT SBT SBR <br /> Lane Configurations y +' <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 /> Lanes,Volumes,Timings Synchro 10 Report <br /> Stantec Page 7 <br />