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TABLE B <br />EXISTING PEAK HOUR INTERSECTION CAPACITY ANALYSIS COMPARATIVE ASSESSMENT <br />(1) <br />(2) <br />Existing Traffic Conditions <br />Existing Traffic Conditions <br />(1800 Base Saturation Flow Rate) <br />(1900 Base Saturation Flow Rate) <br />(3) <br />HCM <br />HCM <br />Peak <br />Change in Delay <br />Key Intersection <br />Hour <br />(sec eh) <br />LOS <br />(sec eh) <br />LOS <br />sec/veh <br />Bristol Street at <br />AM <br />6.4 <br />A <br />6.3 <br />A <br />-0.1 <br />30. I-405 NB Ramps <br />PM <br />14.9 <br />B <br />13.9 <br />B <br />-1.0 <br />Notes: <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 />