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<br />TABLE B <br />EXISTING PEAK HOUR INTERSECTION CAPACITY ANALYSIS COMPARATIVE ASSESSMENT <br />(1)(2) <br />Existing Traffic Conditions <br />(1800 Base Saturation Flow Rate) <br />Existing Traffic Conditions <br />(1900 Base Saturation Flow Rate)(3) <br />Change in Delay <br />(sec/veh) <br />Peak <br />Hour <br />HCM HCM <br />Key Intersection (sec/veh)LOS <br />A <br />(sec/veh)LOS <br />ABristol Street at <br />30.AM <br />PM <br />6.4 6.3 -0.1 <br />I-405 NB Ramps 14.9 B 13.9 B -1.0 <br />Notes: <br />. <br />. <br />. <br />BOLD HCM/LOS indicates unacceptable service level <br />sec/veh = seconds per vehicle (delay) <br />Change in delay Column (3) = Column (2) – Column (1) <br />  <br />  <br />City Council 22 – 606 9/17/2024