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268 <br /> Hillsborough Industrial Site 2023 Build PM <br /> 100: Old NC 86 & Rippy Lane/Waterstone Drive Timing Plan: PM 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 4 392 4 332 4 749 326 240 631 4 <br /> Future Volume(vph) 4 4 4 392 4 332 4 749 326 240 631 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 0.953 0.950 0.950 <br /> Satd. Flow(prot) 0 1750 0 1681 1686 1583 1770 3539 1583 3433 3536 0 <br /> Flt Permitted 0.798 0.950 0.953 0.384 0.950 <br /> Satd. Flow(perm) 0 1420 0 1681 1686 1583 715 3539 1583 3433 3536 0 <br /> Right Turn on Red Yes Yes Yes Yes <br /> Satd. Flow(RTOR) 4 366 362 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 4 436 4 369 4 832 362 267 701 4 <br /> Shared Lane Traffic(%) 50% <br /> Lane Group Flow(vph) 0 12 0 218 222 369 4 832 362 267 705 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 29.0 29.0 21.0 45.0 45.0 29.0 21.0 66.0 <br /> Total Split(%) 20.8% 20.8% 24.2% 24.2% 17.5% 37.5% 37.5% 24.2% 17.5% 55.0% <br /> Maximum Green(s) 18.0 18.0 22.0 22.0 14.0 38.0 38.0 22.0 14.0 59.0 <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 22.8 22.8 42.7 59.5 59.5 87.4 16.9 81.4 <br /> Actuated g/C Ratio 0.08 0.19 0.19 0.36 0.50 0.50 0.73 0.14 0.68 <br /> v/c Ratio 0.11 0.68 0.69 0.46 0.01 0.47 0.29 0.55 0.29 <br /> Control Delay 43.6 56.1 56.7 3.6 23.2 23.9 1.6 52.1 9.6 <br /> Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Total Delay 43.6 56.1 56.7 3.6 23.2 23.9 1.6 52.1 9.6 <br /> Lanes,Volumes,Timings Synchro 10 Report <br /> Stantec Page 1 <br />