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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 No-Build AM - Improvements <br />MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR <br />Lane Configurations <br />Traffic Volume (vph)40310801156158010585455014575 <br />Future Volume (vph)40310801156158010585455014575 <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)169433971694344516943505151616943326 <br />Flt Permitted0.281.000.491.000.541.001.000.701.00 <br />Satd. Flow (perm)497339788034459663505151612423326 <br />Peak-hour factor, PHF0.960.960.960.960.960.960.960.960.960.960.960.96 <br />Adj. Flow (vph)42323831206418310989475215178 <br />RTOR Reduction (vph)022009000310600 <br />Lane Group Flow (vph)42384012071501098916521690 <br />Turn Typepm+ptNApm+ptNApm+ptNAcustompm+ptNA <br />Protected Phases16527438 <br />Permitted Phases62428 <br />Actuated Green, G (s)27.724.530.725.124.719.025.120.416.8 <br />Effective Green, g (s)27.724.530.725.124.719.025.120.416.8 <br />Actuated g/C Ratio0.380.340.420.350.340.260.350.280.23 <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)24211464341191385917524371769 <br />v/s Ratio Prot0.010.11c0.02c0.21c0.020.030.010.05 <br />v/s Ratio Perm0.060.10c0.070.010.03 <br />v/c Ratio0.170.340.280.600.280.100.030.140.22 <br />Uniform Delay, d114.518.013.019.616.920.315.719.422.6 <br />Progression Factor1.001.001.001.001.001.001.001.001.00 <br />Incremental Delay, d20.10.30.11.10.10.00.00.10.3 <br />Delay (s)14.718.313.120.717.120.315.719.422.8 <br />Level of ServiceBBBCBCBBC <br />Approach Delay (s)17.919.718.022.2 <br />Approach LOSBBBC <br />Intersection Summary <br />HCM 2000 Control Delay19.4HCM 2000 Level of ServiceB <br />HCM 2000 Volume to Capacity ratio0.46 <br />Actuated Cycle Length (s) 72.6Sum of lost time (s)21.8 <br />Intersection Capacity Utilization64.4%ICU Level of ServiceC <br />Analysis Period (min)15 <br />c Critical Lane Group <br />Kimley-HornPage 1 <br /> <br />
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