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' ' _T, ' <br />NO-BUILD ALTERNATIVE <br />Comparison of Peak Hour Directional Volumes/LOS to Capacity <br />Segment <br />Peak Directional <br />Traffic Volume <br />(2015) <br />Peak Direction <br />Capacity <br />(Vehicles/hour) <br />I evel of <br />S«vice* <br />Peak <br />Directional <br />Speed (mph) <br />ADT <br />(2015) <br />l.Ci^ofWayzata 8I0-I.3I0 850 E-FF 10-15 25,400-28,700 <br />to Brown Road <br />2. Brown Road 630-760 850 C-D 40 19,100-23,900 <br />toCSAH6 <br />*LOS associated with the peak direction of travel <br />Level of Service Throughout the Day -:2015 <br />Wax^ata Blvd. to Brown Road <br />Time Period Brown Road to CSAH 6 <br />p.m. Peak Hour E-FF C-D <br />a.m. Peak Hour E-FF C-E <br />Sth Highest Hour E B-D <br />7th Highest Hour D-E A-C <br />Avg. Off'peok Hour B A