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Printed 6/25/2018 <br />EXISTING 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 39 0.000 N/S 1: 0.092 <br />Southbound Through 1.00 1,700 102 0.083 *N/S 2: 0.152 * <br />Left 1.00 1,600 98 0.061 E/W 1: 0.319 * <br />Right 0.00 0 30 0.000 E/W 2: 0.191 <br />Westbound Through 3.00 5,100 867 0.176 <br />Left 1.00 1,600 194 0.121 * V/C Ratio: 0.471 <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 1,600 111 0.069 * <br />Right 0.00 0 214 0.000 ICU: 0.571 <br />Eastbound Through 3.00 5,100 794 0.198 * <br />Left 1.00 1,600 24 0.015 LOS: A <br />WEEKDAY P.M. PEAK HOUR <br />Approach Movement Lanes Capacity Volume V/C ICU Analysis <br />Right 0.00 0 65 0.000 N/S 1: 0.112 <br />Southbound Through 1.00 1,700 70 0.079 *N/S 2: 0.244 * <br />Left 1.00 1,600 86 0.054 E/W 1: 0.317 * <br />Right 0.00 0 69 0.000 E/W 2: 0.293 <br />Westbound Through 3.00 5,100 1,207 0.250 <br />Left 1.00 1,600 120 0.075 * V/C Ratio: 0.561 <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 1,600 264 0.165 * <br />Right 0.00 0 114 0.000 ICU: 0.661 <br />Eastbound Through 3.00 5,100 1,120 0.242 * <br />Left 1.00 1,600 69 0.043 LOS: B <br />*   Critical Movement <br />Gibson Transportation Consulting, Inc.EX.xls <br />1-119