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K2 Traffic Engineering, Inc. <br />Traffic Scenario:Existing + Growth + 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 127 127 0.079 0.079 157 157 0.098 <br />Northbound :Thru 2.0 1700 971 530 0.311 1452 765 0.450 0.450 <br />Right: 1600 88 78 <br />:Left 1.0 1600 122 122 0.076 138 138 0.086 0.086 <br />Southbound :Thru 3.0 1700 1903 701 0.412 0.412 1104 428 0.252 <br />Right: 1600 199 181 <br />:Left 1.0 1600 146 146 0.091 173 173 0.108 <br />Eastbound :Thru 2.0 1700 371 303 0.178 0.178 397 299 0.176 0.176 <br />Right: 1600 234 201 <br />:Left 1.0 1600 128 128 0.080 0.080 105 105 0.066 0.066 <br />Westbound :Thru 2.0 1700 409 269 0.158 5 87 0.051 <br />Right: 1600 129 169 <br /> Sum of Critical V/C Ratios 0.749 0.778 <br /> Adjustments for Lost Time 0.050 0.050 <br /> Intersection Capacity Utilization (ICU) 0.799 0.828 <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)