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318 <br /> Hillsborough Industrial Site 2023 No-Build AM <br /> 100: Old NC 86 & Rippy Lane/Waterstone Drive Timing Plan:AM Peak <br /> -11 --1, 4--- t t <br /> Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations +T r tt r t <br /> Traffic Volume(vph) 4 4 4 252 4 261 4 532 433 429 692 4 <br /> Future Volume(vph) 4 4 4 252 4 261 4 532 433 429 692 4 <br /> Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br /> Storage Length(ft) 0 0 300 0 200 425 300 0 <br /> Storage Lanes 0 0 1 1 1 1 2 0 <br /> Taper Length(ft) 100 100 100 200 <br /> Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.95 <br /> Frt 0.955 0.850 0.850 0.999 <br /> Flt Protected 0.984 0.950 0.954 0.950 0.950 <br /> Satd. Flow(prot) 0 1750 0 1681 1688 1583 1770 3539 1583 3433 3536 0 <br /> Flt Permitted 0.831 0.950 0.954 0.359 0.950 <br /> Satd. Flow(perm) 0 1478 0 1681 1688 1583 669 3539 1583 3433 3536 0 <br /> Right Turn on Red Yes Yes Yes Yes <br /> Satd. Flow(RTOR) 4 290 481 1 <br /> Link Speed(mph) 25 35 45 45 <br /> Link Distance(ft) 1013 1441 1110 1308 <br /> Travel Time(s) 27.6 28.1 16.8 19.8 <br /> Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 <br /> Adj. Flow(vph) 4 4 4 280 4 290 4 591 481 477 769 4 <br /> Shared Lane Traffic(%) 49% <br /> Lane Group Flow(vph) 0 12 0 143 141 290 4 591 481 477 773 0 <br /> Turn Type Perm NA Split NA pm+ov Perm NA pm+ov Prot NA <br /> Protected Phases 4 3 3 1 2 3 1 6 <br /> Permitted Phases 4 3 2 2 <br /> Detector Phase 4 4 3 3 1 2 2 3 1 6 <br /> Switch Phase <br /> Minimum Initial(s) 7.0 7.0 7.0 7.0 7.0 12.0 12.0 7.0 7.0 12.0 <br /> Minimum Split(s) 25.0 25.0 25.0 25.0 14.0 25.0 25.0 25.0 14.0 25.0 <br /> Total Split(s) 25.0 25.0 27.0 27.0 30.0 38.0 38.0 27.0 30.0 68.0 <br /> Total Split(%) 20.8% 20.8% 22.5% 22.5% 25.0% 31.7% 31.7% 22.5% 25.0% 56.7% <br /> Maximum Green(s) 18.0 18.0 20.0 20.0 23.0 31.0 31.0 20.0 23.0 61.0 <br /> Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 <br /> All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 <br /> Lost Time Adjust(s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 <br /> Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 <br /> Lead/Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead <br /> Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes <br /> Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 <br /> Recall Mode None None None None None C-Min C-Min None None C-Min <br /> Act Effct Green(s) 9.2 18.3 18.3 45.6 56.6 56.6 79.9 24.3 86.0 <br /> Actuated g/C Ratio 0.08 0.15 0.15 0.38 0.47 0.47 0.67 0.20 0.72 <br /> v/c Ratio 0.10 0.56 0.55 0.37 0.01 0.35 0.40 0.69 0.31 <br /> Control Delay 43.5 54.9 54.5 2.8 26.2 24.0 2.2 49.2 8.0 <br /> Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Total Delay 43.5 54.9 54.5 2.8 26.2 24.0 2.2 49.2 8.0 <br /> LOS D D D A C C A D A <br /> Approach Delay 43.5 28.5 14.3 23.7 <br /> Approach LOS D C B C <br /> Lanes,Volumes,Timings Synchro 10 Report <br /> Stantec Page 1 <br />