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Printed 6/25/2018 <br />FUTURE WITH PROJECT CONDITIONS ‐ YEAR 2019 <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: 0.093 <br />Southbound Through 1.00 1,700 103 0.085 *N/S 2: 0.183 * <br />Left 1.00 1,600 99 0.062 E/W 1: 0.351 * <br />Right 0.00 0 30 0.000 E/W 2: 0.222 <br />Westbound Through 3.00 5,100 1,019 0.206 <br />Left 1.00 1,600 202 0.126 * V/C Ratio: 0.534 <br />Right 1.00 1,700 111 0.002 Loss Time: 0.100 <br />Northbound Through 1.00 1,700 53 0.031 ITS: 0.000 <br />Left 1.00 1,600 156 0.098 * <br />Right 0.00 0 238 0.000 ICU: 0.634 <br />Eastbound Through 3.00 5,100 912 0.225 * <br />Left 1.00 1,600 26 0.016 LOS: B <br />WEEKDAY P.M. PEAK HOUR <br />Approach Movement Lanes Capacity Volume V/C ICU Analysis <br />Right 0.00 0 68 0.000 N/S 1: 0.113 <br />Southbound Through 1.00 1,700 71 0.082 *N/S 2: 0.268 * <br />Left 1.00 1,600 87 0.054 E/W 1: 0.370 * <br />Right 0.00 0 70 0.000 E/W 2: 0.323 <br />Westbound Through 3.00 5,100 1,346 0.278 <br />Left 1.00 1,600 143 0.089 * V/C Ratio: 0.638 <br />Right 1.00 1,700 132 0.033 Loss Time: 0.100 <br />Northbound Through 1.00 1,700 100 0.059 ITS: 0.000 <br />Left 1.00 1,600 298 0.186 * <br />Right 0.00 0 155 0.000 ICU: 0.738 <br />Eastbound Through 3.00 5,100 1,278 0.281 * <br />Left 1.00 1,600 72 0.045 LOS: C <br />*   Critical Movement <br />Gibson Transportation Consulting, Inc.FP.xls <br />1-137