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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 No-Build AM <br />MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR <br />Lane Configurations <br />Traffic Volume (vph)5516516511536030240740155851580180 <br />Future Volume (vph)5516516511536030240740155851580180 <br />Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 <br />Lane Width 121212111212121212121211 <br />Total Lost time (s)5.06.56.55.06.55.07.07.05.07.07.0 <br />Lane Util. Factor1.000.951.001.000.950.970.951.001.000.951.00 <br />Frt1.001.000.851.000.991.001.000.851.001.000.85 <br />Flt Protected0.951.001.000.951.000.951.001.000.951.001.00 <br />Satd. Flow (prot)17523505156816943465340035051568175235051516 <br />Flt Permitted0.261.001.000.421.000.951.001.000.951.001.00 <br />Satd. Flow (perm)479350515687443465340035051568175235051516 <br />Peak-hour factor, PHF0.960.960.960.960.960.960.960.960.960.960.960.96 <br />Adj. Flow (vph)5717217212037531250771161891646188 <br />RTOR Reduction (vph)0015804000640038 <br />Lane Group Flow (vph)5717214120402025077197891646150 <br />Turn Typepm+ptNAPermpm+ptNAProtNAPermProtNAPerm <br />Protected Phases74385216 <br />Permitted Phases44826 <br />Actuated Green, G (s)22.915.415.431.119.519.3114.5114.525.0120.2120.2 <br />Effective Green, g (s)22.915.415.431.119.519.3114.5114.525.0120.2120.2 <br />Actuated g/C Ratio0.120.080.080.160.100.100.600.600.130.630.63 <br />Clearance Time (s)5.06.56.55.06.55.07.07.05.07.07.0 <br />Vehicle Extension (s)2.04.54.52.04.53.07.07.02.07.07.0 <br />Lane Grp Cap (vph)10728412717935534521129442302217959 <br />v/s Ratio Prot0.020.05c0.04c0.12c0.070.220.05c0.47 <br />v/s Ratio Perm0.040.010.070.060.10 <br />v/c Ratio0.530.610.110.671.130.720.370.100.390.740.16 <br />Uniform Delay, d176.384.480.971.985.282.819.216.075.524.214.2 <br />Progression Factor0.960.961.061.001.001.001.001.001.001.001.00 <br />Incremental Delay, d22.54.70.77.589.17.40.50.20.42.30.3 <br />Delay (s)75.985.986.179.4174.490.119.716.275.926.514.6 <br />Level of ServiceEFFEFFBBECB <br />Approach Delay (s)84.6152.734.127.6 <br />Approach LOSFFCC <br />Intersection Summary <br />HCM 2000 Control Delay51.5HCM 2000 Level of ServiceD <br />HCM 2000 Volume to Capacity ratio0.79 <br />Actuated Cycle Length (s) 190.0Sum of lost time (s)23.5 <br />Intersection Capacity Utilization85.2%ICU Level of ServiceE <br />Analysis Period (min)15 <br />c Critical Lane Group <br />Kimley-HornPage 4 <br /> <br />
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