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<br />TABLE C <br />EXISTING CALTRANS OFF-RAMP PEAK HOUR QUEUING ANALYSIS – COMPARATIVE ASSESSMENT1 <br />Existing Traffic Conditions <br />(1800 Base Saturation Flow Rate) <br />Existing Traffic Conditions <br />(1900 Base Saturation Flow Rate) <br />AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour <br />Max. <br />Queue/ <br />Min. <br />Storage <br />Required <br />(feet) <br />Max. Queue/ <br />Min. Storage <br />Required <br />(feet) <br />Max. Queue/ <br />Min. Storage <br />Required <br />(feet) <br />Max. Queue/ <br />Min. Storage <br />Required <br />(feet) <br />Storage <br />Provided <br />(feet) <br />Adequate <br />Storage <br />Adequate <br />Storage <br />(Yes/No <br />Adequate <br />Storage <br />Adequate <br />Storage <br />Key Intersection <br />30. Bristol Street at <br />I-405 NB Ramps <br />(Yes/No)(Yes/No)(Yes/No) <br />Westbound Left-Turn 1,550 <br />1,550 <br />65 <br />65 <br />Yes <br />Yes <br />213 <br />212 <br />Yes <br />Yes <br />64 <br />65 <br />Yes <br />Yes <br />215 <br />214 <br />Yes <br />YesWestbound Left- <br />Through <br />Westbound Through 1,195 <br />385 <br />69 <br />25 <br />Yes <br />Yes <br />216 <br />117 <br />Yes <br />Yes <br />68 <br />25 <br />Yes <br />Yes <br />218 <br />105 <br />Yes <br />YesWestbound Right-Turn <br />1 Queues are based on HCM 95th Percentile methodology.  <br />  <br />City Council 22 – 607 9/17/2024