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K2 Traffic Engineering, Inc. <br />Traffic Scenario:Existing + Project <br />Intersection #1 <br />Project:Saigon Reformed Church <br />North/South St:Euclid St Date:3/5/25 <br />East/West St:McFadden Ave By:KH <br /> A.M. Peak Hour P.M. Peak Hour <br />No, Critical Volumes Volumes <br />Movement of Lane Critical V/C Critical Critical V/C Critical <br />Lanes Capacity Total Lane Ratio V/C Total Lane Ratio V/C <br />:Left 1.0 1600 126 126 0.079 0.079 155 155 0.097 <br />Northbound :Thru 2.0 1700 961 524 0.308 1438 758 0.446 0.446 <br />Right: 1600 87 77 <br />:Left 1.0 1600 121 121 0.076 137 137 0.086 0.086 <br />Southbound :Thru 3.0 1700 1884 694 0.408 0.408 1093 424 0.249 <br />Right: 1600 197 179 <br />:Left 1.0 1600 145 145 0.091 171 171 0.107 <br />Eastbound :Thru 2.0 1700 367 300 0.176 0.176 393 296 0.174 0.174 <br />Right: 1600 232 199 <br />:Left 1.0 1600 127 127 0.079 0.079 104 104 0.065 0.065 <br />Westbound :Thru 2.0 1700 405 267 0.157 5 86 0.051 <br />Right: 1600 128 167 <br /> Sum of Critical V/C Ratios 0.742 0.771 <br /> Adjustments for Lost Time 0.050 0.050 <br /> Intersection Capacity Utilization (ICU) 0.792 0.821 <br /> Level of Service (LOS) C D <br />NOTES: Level of Service (LOS) Critical Lane Flow Factors <br />A 0.00 ~ 0.60 0.5 Lanes: 2.00 <br />B 0.61 ~ 0.70 1 Lane: 1.00 <br />C 0.71 ~ 0.80 1.5 Lanes: 0.67 <br />D 0.81 ~ 0.90 2 Lanes: 0.50 <br />E 0.91 ~ 1.00 2.5 Lanes: 0.40 <br />F 1.00+ 3 Lanes: 0.33 <br />Intersection Capacity Utilization Analysis (ICU)