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246 <br /> Hillsborough Industrial Site 2020 Existing 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 4 111 4 156 4 481 204 221 619 4 <br /> Future Volume(vph) 4 4 4 111 4 156 4 481 204 221 619 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 0.955 0.950 0.950 <br /> Satd. Flow(prot) 0 1750 0 1681 1690 1583 1770 3539 1583 3433 3536 0 <br /> Flt Permitted 0.863 0.950 0.955 0.389 0.950 <br /> Satd. Flow(perm) 0 1535 0 1681 1690 1583 725 3539 1583 3433 3536 0 <br /> Right Turn on Red Yes Yes Yes Yes <br /> Satd. Flow(RTOR) 4 173 227 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 4 123 4 173 4 534 227 246 688 4 <br /> Shared Lane Traffic(%) 48% <br /> Lane Group Flow(vph) 0 12 0 64 63 173 4 534 227 246 692 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) 33.0 33.0 33.0 33.0 22.0 32.0 32.0 33.0 22.0 54.0 <br /> Total Split(%) 27.5% 27.5% 27.5% 27.5% 18.3% 26.7% 26.7% 27.5% 18.3% 45.0% <br /> Maximum Green(s) 26.0 26.0 26.0 26.0 15.0 25.0 25.0 26.0 15.0 47.0 <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) 9.1 12.3 12.3 31.2 71.1 71.1 88.4 15.8 91.9 <br /> Actuated g/C Ratio 0.08 0.10 0.10 0.26 0.59 0.59 0.74 0.13 0.77 <br /> v/c Ratio 0.10 0.37 0.36 0.32 0.01 0.25 0.19 0.54 0.26 <br /> Control Delay 43.4 55.5 55.2 4.7 16.2 14.2 1.4 52.9 5.4 <br /> Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Total Delay 43.4 55.5 55.2 4.7 16.2 14.2 1.4 52.9 5.4 <br /> LOS D E E A B B A D A <br /> Approach Delay 43.4 26.1 10.4 17.9 <br /> Approach LOS D C B B <br /> Lanes,Volumes,Timings Synchro 10 Report <br /> Stantec Page 1 <br />