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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 />2. Mabury Street & 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 38 0.000 N/S 1: 0.063 * <br />Southbound Through 1.00 1,700 0 0.035 N/S 2: 0.051 <br />Left 0.00 1,600 22 0.014 * E/W 1: 0.259 <br />Right 0.00 0 90 0.000 E/W 2: 0.295 * <br />Westbound Through 3.00 5,100 1,082 0.230 * <br />Left 1.00 1,600 28 0.018 V/C Ratio: 0.358 <br />Right 0.00 0 56 0.000 Loss Time: 0.100 <br />Northbound Through 1.00 1,700 2 0.049 *ITS: 0.000 <br />Left 0.00 1,600 26 0.016 <br />Right 0.00 0 88 0.000 ICU: 0.458 <br />Eastbound Through 3.00 5,100 1,141 0.241 <br />Left 1.00 1,600 104 0.065 *LOS: A <br />WEEKDAY P.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 2 0.031 N/S 2: 0.075 <br />Left 0.00 1,600 12 0.008 * E/W 1: 0.328 <br />Right 0.00 0 46 0.000 E/W 2: 0.348 * <br />Westbound Through 3.00 5,100 1,621 0.327 * <br />Left 1.00 1,600 49 0.031 V/C Ratio: 0.441 <br />Right 0.00 0 74 0.000 Loss Time: 0.100 <br />Northbound Through 1.00 1,700 1 0.085 *ITS: 0.000 <br />Left 0.00 1,600 70 0.044 <br />Right 0.00 0 89 0.000 ICU: 0.541 <br />Eastbound Through 3.00 5,100 1,428 0.297 <br />Left 1.00 1,600 33 0.021 *LOS: A <br />*   Critical Movement <br />Gibson Transportation Consulting, Inc.FB.xls <br />1-130