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2020_0323_CCPacket
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2020_0323_CCPacket
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Last modified
10/26/2020 3:16:49 PM
Creation date
3/25/2020 4:13:15 PM
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Roseville City Council
Document Type
Council Minutes
Meeting Date
3/23/2020
Meeting Type
Regular
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Attachment A <br />Opening Year Build AM <br />MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR <br />Lane Configurations <br />Traffic Volume (vph)40315751255951009580557013570 <br />Future Volume (vph)40315751255951009580557013570 <br />Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 <br />Lane Width 111212111212111211111212 <br />Total Lost time (s)5.96.04.05.94.05.95.94.06.0 <br />Lane Util. Factor1.000.951.000.951.000.951.001.000.95 <br />Frt1.000.971.000.981.001.000.851.000.95 <br />Flt Protected0.951.000.951.000.951.001.000.951.00 <br />Satd. Flow (prot)169434041694342916943505151616943326 <br />Flt Permitted0.281.000.491.000.601.001.000.701.00 <br />Satd. Flow (perm)5083404881342910683505151612493326 <br />Peak-hour factor, PHF0.960.960.960.960.960.960.960.960.960.960.960.96 <br />Adj. Flow (vph)42328781306201049983577314173 <br />RTOR Reduction (vph)0190012000370570 <br />Lane Group Flow (vph)4238701307120998320731570 <br />Turn Typepm+ptNApm+ptNApm+ptNAcustompm+ptNA <br />Protected Phases16527438 <br />Permitted Phases62428 <br />Actuated Green, G (s)27.824.631.025.322.116.625.321.016.0 <br />Effective Green, g (s)27.824.631.025.322.116.625.321.016.0 <br />Actuated g/C Ratio0.390.340.430.350.310.230.350.290.22 <br />Clearance Time (s)5.96.04.05.94.05.95.94.06.0 <br />Vehicle Extension (s)2.04.52.04.52.02.04.52.04.5 <br />Lane Grp Cap (vph)24911664441208376810534396741 <br />v/s Ratio Prot0.010.11c0.02c0.21c0.020.020.010.05 <br />v/s Ratio Perm0.060.10c0.060.010.04 <br />v/c Ratio0.170.330.290.590.260.100.040.180.21 <br />Uniform Delay, d114.117.512.619.018.321.715.318.822.8 <br />Progression Factor1.001.001.001.001.001.001.001.001.00 <br />Incremental Delay, d20.10.30.11.00.10.00.10.10.2 <br />Delay (s)14.217.812.720.018.421.815.318.923.0 <br />Level of ServiceBBBCBCBBC <br />Approach Delay (s)17.518.918.822.0 <br />Approach LOSBBBC <br />Intersection Summary <br />HCM 2000 Control Delay19.0HCM 2000 Level of ServiceB <br />HCM 2000 Volume to Capacity ratio0.45 <br />Actuated Cycle Length (s) 71.8Sum of lost time (s)21.8 <br />Intersection Capacity Utilization63.9%ICU Level of ServiceB <br />Analysis Period (min)15 <br />c Critical Lane Group <br />Kimley-HornPage 1 <br /> <br />
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