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