1 - CUP18-27_1703 E 17TH STREET - Laserfiche WebLink

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Printed 6/25/2018 EXISTING WITH PROJECT CONDITIONS ‐ YEAR 2018 Rocket Express Car Wash Intersection Capacity Utilization Analysis 2. Mabury Street & 17th Street Through Lane Capacity: 1700 vph North/South Split Phase: N Left‐Turn Lane Capacity: 1600 vph E/W Split Phase: N Double‐Left Penalty: 20 %Loss Time % per Cycle: 10% Right‐Turn on Red: 50 %ITS Percentage: 0% Overlapping Right Turn: WEEKDAY A.M. PEAK HOUR Approach Movement Lanes Capacity Volume V/C ICU Analysis Right 0.00 0 37 0.000 N/S 1: 0.064 * Southbound Through 1.00 1,700 0 0.035 N/S 2: 0.051 Left 0.00 1,600 23 0.014 * E/W 1: 0.238 Right 0.00 0 89 0.000 E/W 2: 0.261 * Westbound Through 3.00 5,100 917 0.197 * Left 1.00 1,600 30 0.019 V/C Ratio: 0.325 Right 0.00 0 57 0.000 Loss Time: 0.100 Northbound Through 1.00 1,700 2 0.050 *ITS: 0.000 Left 0.00 1,600 26 0.016 Right 0.00 0 87 0.000 ICU: 0.425 Eastbound Through 3.00 5,100 1,031 0.219 Left 1.00 1,600 102 0.064 *LOS: A WEEKDAY P.M. PEAK HOUR Approach Movement Lanes Capacity Volume V/C ICU Analysis Right 0.00 0 38 0.000 N/S 1: 0.093 * Southbound Through 1.00 1,700 2 0.031 N/S 2: 0.074 Left 0.00 1,600 13 0.008 * E/W 1: 0.296 Right 0.00 0 46 0.000 E/W 2: 0.319 * Westbound Through 3.00 5,100 1,478 0.299 * Left 1.00 1,600 51 0.032 V/C Ratio: 0.412 Right 0.00 0 75 0.000 Loss Time: 0.100 Northbound Through 1.00 1,700 1 0.085 *ITS: 0.000 Left 0.00 1,600 69 0.043 Right 0.00 0 88 0.000 ICU: 0.512 Eastbound Through 3.00 5,100 1,260 0.264 Left 1.00 1,600 32 0.020 *LOS: A * Critical Movement Gibson Transportation Consulting, Inc.ExP.xls 1-124