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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 />Horizon Year Build AM - Improvements <br />MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR <br />Lane Configurations <br />Traffic Volume (vph)403458013065010510585607014575 <br />Future Volume (vph)403458013065010510585607014575 <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)169434061694343216943505151616943326 <br />Flt Permitted0.281.000.441.000.591.001.000.701.00 <br />Satd. Flow (perm)4993406777343210523505151612423326 <br />Peak-hour factor, PHF0.960.960.960.960.960.960.960.960.960.960.960.96 <br />Adj. Flow (vph)423598313567710910989627315178 <br />RTOR Reduction (vph)0180011000390620 <br />Lane Group Flow (vph)42424013577501098924731670 <br />Turn Typepm+ptNApm+ptNApm+ptNAcustompm+ptNA <br />Protected Phases16527438 <br />Permitted Phases62428 <br />Actuated Green, G (s)29.926.736.529.121.916.229.120.815.6 <br />Effective Green, g (s)29.926.736.529.121.916.229.120.815.6 <br />Actuated g/C Ratio0.400.350.480.390.290.210.390.280.21 <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)24812064661324354753585373688 <br />v/s Ratio Prot0.010.12c0.03c0.23c0.020.030.010.05 <br />v/s Ratio Perm0.060.11c0.070.020.04 <br />v/c Ratio0.170.350.290.590.310.120.040.200.24 <br />Uniform Delay, d114.318.011.018.420.323.814.420.725.0 <br />Progression Factor1.001.001.001.001.001.001.001.001.00 <br />Incremental Delay, d20.10.30.10.90.20.00.10.10.3 <br />Delay (s)14.418.311.119.320.523.914.520.825.3 <br />Level of ServiceBBBBCCBCC <br />Approach Delay (s)17.918.120.224.2 <br />Approach LOSBBCC <br />Intersection Summary <br />HCM 2000 Control Delay19.3HCM 2000 Level of ServiceB <br />HCM 2000 Volume to Capacity ratio0.48 <br />Actuated Cycle Length (s) 75.4Sum of lost time (s)21.8 <br />Intersection Capacity Utilization66.1%ICU Level of ServiceC <br />Analysis Period (min)15 <br />c Critical Lane Group <br />Kimley-HornPage 1 <br /> <br />
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