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Printed 6/25/2018 <br />FUTURE WITHOUT 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 39 0.000 N/S 1: 0.093 <br />Southbound Through 1.00 1,700 103 0.084 *N/S 2: 0.181 * <br />Left 1.00 1,600 99 0.062 E/W 1: 0.348 * <br />Right 0.00 0 30 0.000 E/W 2: 0.217 <br />Westbound Through 3.00 5,100 1,002 0.202 <br />Left 1.00 1,600 202 0.126 * V/C Ratio: 0.529 <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 1,600 155 0.097 * <br />Right 0.00 0 237 0.000 ICU: 0.629 <br />Eastbound Through 3.00 5,100 895 0.222 * <br />Left 1.00 1,600 24 0.015 LOS: B <br />WEEKDAY P.M. PEAK HOUR <br />Approach Movement Lanes Capacity Volume V/C ICU Analysis <br />Right 0.00 0 66 0.000 N/S 1: 0.113 <br />Southbound Through 1.00 1,700 71 0.081 *N/S 2: 0.267 * <br />Left 1.00 1,600 87 0.054 E/W 1: 0.367 * <br />Right 0.00 0 70 0.000 E/W 2: 0.319 <br />Westbound Through 3.00 5,100 1,330 0.275 <br />Left 1.00 1,600 143 0.089 * V/C Ratio: 0.634 <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 1,600 297 0.186 * <br />Right 0.00 0 154 0.000 ICU: 0.734 <br />Eastbound Through 3.00 5,100 1,262 0.278 * <br />Left 1.00 1,600 70 0.044 LOS: C <br />*   Critical Movement <br />Gibson Transportation Consulting, Inc.FB.xls <br />1-131