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258 <br /> Hillsborough Industrial Site 2023 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 4 264 4 261 4 547 437 429 741 4 <br /> Future Volume(vph) 4 4 4 264 4 261 4 547 437 429 741 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) 100 100 100 100 <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 0.828 0.950 0.954 0.340 0.950 <br /> Satd. Flow(perm) 0 1473 0 1681 1688 1583 633 3539 1583 3433 3536 0 <br /> Right Turn on Red Yes Yes Yes Yes <br /> Satd. Flow(RTOR) 4 290 486 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 4 293 4 290 4 608 486 477 823 4 <br /> Shared Lane Traffic(%) 49% <br /> Lane Group Flow(vph) 0 12 0 149 148 290 4 608 486 477 827 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 14.0 14.0 14.0 25.0 25.0 14.0 14.0 25.0 <br /> Total Split(s) 25.0 25.0 26.0 26.0 30.0 39.0 39.0 26.0 30.0 69.0 <br /> Total Split(%) 20.8% 20.8% 21.7% 21.7% 25.0% 32.5% 32.5% 21.7% 25.0% 57.5% <br /> Maximum Green(s) 18.0 18.0 19.0 19.0 23.0 32.0 32.0 19.0 23.0 62.0 <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 /> Walk Time(s) 7.0 7.0 7.0 7.0 7.0 <br /> Flash Dont Walk(s) 11.0 11.0 11.0 11.0 11.0 <br /> Pedestrian Calls(#/hr) 0 0 0 0 0 <br /> Act Effct Green(s) 9.2 18.3 18.3 45.7 56.6 56.6 79.9 24.3 85.9 <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 0.58 0.57 0.37 0.01 0.36 0.40 0.69 0.33 <br /> Control Delay 43.5 56.0 55.6 2.9 26.0 24.1 2.2 49.2 8.1 <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 56.0 55.6 2.9 26.0 24.1 2.2 49.2 8.1 <br /> Lanes,Volumes,Timings Synchro 10 Report <br /> Stantec Page 1 <br />