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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)6018018012539530260815165951740200 <br />Future Volume (vph)6018018012539530260815165951740200 <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. Factor1.000.951.001.000.950.970.911.001.000.951.00 <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)17523505156816943468340050361568175235051516 <br />Flt Permitted0.261.001.000.381.000.951.001.000.951.001.00 <br />Satd. Flow (perm)482350515686743468340050361568175235051516 <br />Peak-hour factor, PHF0.960.960.960.960.960.960.960.960.960.960.960.96 <br />Adj. Flow (vph)6218818813041131271849172991812208 <br />RTOR Reduction (vph)0017303000680039 <br />Lane Group Flow (vph)63188151304390271849104991813169 <br />Turn Typepm+ptNAPermpm+ptNAProtNAPermProtNAPerm <br />Protected Phases74385216 <br />Permitted Phases44826 <br />Actuated Green, G (s)22.915.315.331.319.520.4114.4114.425.0119.0119.0 <br />Effective Green, g (s)22.915.315.331.319.520.4114.4114.425.0119.0119.0 <br />Actuated g/C Ratio0.120.080.080.160.100.110.600.600.130.630.63 <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)10828212617435536530329442302195949 <br />v/s Ratio Prot0.020.05c0.05c0.13c0.080.170.06c0.52 <br />v/s Ratio Perm0.050.010.080.070.11 <br />v/c Ratio0.580.670.120.751.240.740.280.110.430.830.18 <br />Uniform Delay, d176.684.981.172.885.282.318.116.175.927.514.9 <br />Progression Factor0.970.961.061.001.001.001.001.001.001.001.00 <br />Incremental Delay, d25.17.00.714.1128.87.90.20.20.53.70.4 <br />Delay (s)79.088.787.186.9214.090.218.316.376.431.215.3 <br />Level of ServiceEFFFFFBBECB <br />Approach Delay (s)86.6185.233.131.8 <br />Approach LOSFFCC <br />Intersection Summary <br />HCM 2000 Control Delay57.4HCM 2000 Level of ServiceE <br />HCM 2000 Volume to Capacity ratio0.87 <br />Actuated Cycle Length (s) 190.0Sum of lost time (s)23.5 <br />Intersection Capacity Utilization91.1%ICU Level of ServiceF <br />Analysis Period (min)15 <br />c Critical Lane Group <br />Kimley-HornPage 4 <br /> <br />
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