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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)8018020011537530275740155851580200 <br />Future Volume (vph)8018020011537530275740155851580200 <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)17523505156816943466340035051568175235051516 <br />Flt Permitted0.251.001.000.401.000.951.001.000.951.001.00 <br />Satd. Flow (perm)464350515687113466340035051568175235051516 <br />Peak-hour factor, PHF0.960.960.960.960.960.960.960.960.960.960.960.96 <br />Adj. Flow (vph)8318820812039131286771161891646208 <br />RTOR Reduction (vph)0019103000640044 <br />Lane Group Flow (vph)8318817120419028677197891646164 <br />Turn Typepm+ptNAPermpm+ptNAProtNAPermProtNAPerm <br />Protected Phases74385216 <br />Permitted Phases44826 <br />Actuated Green, G (s)23.915.915.931.119.521.3113.9113.925.1117.7117.7 <br />Effective Green, g (s)23.915.915.931.119.521.3113.9113.925.1117.7117.7 <br />Actuated g/C Ratio0.130.080.080.160.100.110.600.600.130.620.62 <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)11229313117635538121019392312171939 <br />v/s Ratio Prot0.030.05c0.04c0.12c0.080.220.05c0.47 <br />v/s Ratio Perm0.060.010.070.060.11 <br />v/c Ratio0.740.640.130.681.180.750.370.100.390.760.17 <br />Uniform Delay, d176.984.380.772.085.281.819.516.275.425.915.4 <br />Progression Factor0.960.961.081.001.001.001.001.001.001.001.00 <br />Incremental Delay, d220.35.80.88.4106.88.10.50.20.42.50.4 <br />Delay (s)94.487.188.380.3192.089.920.016.575.828.515.8 <br />Level of ServiceFFFFFFCBECB <br />Approach Delay (s)88.9167.336.029.3 <br />Approach LOSFFDC <br />Intersection Summary <br />HCM 2000 Control Delay55.9HCM 2000 Level of ServiceE <br />HCM 2000 Volume to Capacity ratio0.81 <br />Actuated Cycle Length (s) 190.0Sum of lost time (s)23.5 <br />Intersection Capacity Utilization86.9%ICU Level of ServiceE <br />Analysis Period (min)15 <br />c Critical Lane Group <br />Kimley-HornPage 4 <br /> <br />
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