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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)4028075110560759580405013570 <br />Future Volume (vph)4028075110560759580405013570 <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)169433941694344316943505151616943326 <br />Flt Permitted0.311.000.521.000.551.001.000.701.00 <br />Satd. Flow (perm)560339493234439793505151612493326 <br />Peak-hour factor, PHF0.960.960.960.960.960.960.960.960.960.960.960.96 <br />Adj. Flow (vph)4229278115583789983425214173 <br />RTOR Reduction (vph)0230010000280560 <br />Lane Group Flow (vph)4234701156510998314521580 <br />Turn Typepm+ptNApm+ptNApm+ptNAcustompm+ptNA <br />Protected Phases16527438 <br />Permitted Phases62428 <br />Actuated Green, G (s)26.423.229.223.724.418.823.720.116.6 <br />Effective Green, g (s)26.423.229.223.724.418.823.720.116.6 <br />Actuated g/C Ratio0.370.330.410.330.340.270.330.280.23 <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)25911104421150393929506376778 <br />v/s Ratio Prot0.010.10c0.02c0.19c0.020.020.010.05 <br />v/s Ratio Perm0.050.09c0.070.010.03 <br />v/c Ratio0.160.310.260.570.250.090.030.140.20 <br />Uniform Delay, d114.517.913.219.416.219.615.918.821.8 <br />Progression Factor1.001.001.001.001.001.001.001.001.00 <br />Incremental Delay, d20.10.30.10.90.10.00.00.10.2 <br />Delay (s)14.618.213.320.316.419.615.918.822.1 <br />Level of ServiceBBBCBBBBC <br />Approach Delay (s)17.819.317.521.4 <br />Approach LOSBBBC <br />Intersection Summary <br />HCM 2000 Control Delay19.0HCM 2000 Level of ServiceB <br />HCM 2000 Volume to Capacity ratio0.43 <br />Actuated Cycle Length (s) 70.9Sum of lost time (s)21.8 <br />Intersection Capacity Utilization62.1%ICU Level of ServiceB <br />Analysis Period (min)15 <br />c Critical Lane Group <br />Kimley-HornPage 1 <br /> <br />
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