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Printed 6/25/2018 <br />EXISTING WITH PROJECT CONDITIONS ‐ YEAR 2018 <br />Rocket Express Car Wash <br />Intersection Capacity Utilization Analysis <br />3. Sherry Lane/Cabrillo Park Drive & 17th Street <br />Through Lane Capacity: 1700 vph North/South Split Phase: N <br />Left‐Turn Lane Capacity: 1600 vph E/W Split Phase: N <br />Double‐Left Penalty: 20 %Loss Time % per Cycle: 10% <br />Right‐Turn on Red: 50 %ITS Percentage: 0% <br />Overlapping Right Turn: <br />WEEKDAY A.M. PEAK HOUR <br />Approach Movement Lanes Capacity Volume V/C ICU Analysis <br />Right 0.00 0 41 0.000 N/S 1: 0.092 <br />Southbound Through 1.00 1,700 102 0.084 *N/S 2: 0.154 * <br />Left 1.00 1,600 98 0.061 E/W 1: 0.322 * <br />Right 0.00 0 30 0.000 E/W 2: 0.195 <br />Westbound Through 3.00 5,100 884 0.179 <br />Left 1.00 1,600 194 0.121 * V/C Ratio: 0.476 <br />Right 1.00 1,700 89 0.000 Loss Time: 0.100 <br />Northbound Through 1.00 1,700 52 0.031 ITS: 0.000 <br />Left 1.00 1,600 112 0.070 * <br />Right 0.00 0 215 0.000 ICU: 0.576 <br />Eastbound Through 3.00 5,100 811 0.201 * <br />Left 1.00 1,600 26 0.016 LOS: A <br />WEEKDAY P.M. PEAK HOUR <br />Approach Movement Lanes Capacity Volume V/C ICU Analysis <br />Right 0.00 0 67 0.000 N/S 1: 0.112 <br />Southbound Through 1.00 1,700 70 0.081 *N/S 2: 0.247 * <br />Left 1.00 1,600 86 0.054 E/W 1: 0.320 * <br />Right 0.00 0 69 0.000 E/W 2: 0.297 <br />Westbound Through 3.00 5,100 1,223 0.253 <br />Left 1.00 1,600 120 0.075 * V/C Ratio: 0.567 <br />Right 1.00 1,700 117 0.031 Loss Time: 0.100 <br />Northbound Through 1.00 1,700 99 0.058 ITS: 0.000 <br />Left 1.00 1,600 265 0.166 * <br />Right 0.00 0 115 0.000 ICU: 0.667 <br />Eastbound Through 3.00 5,100 1,136 0.245 * <br />Left 1.00 1,600 71 0.044 LOS: B <br />*   Critical Movement <br />Gibson Transportation Consulting, Inc.ExP.xls <br />1-125