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Weekday Trip Distribution <br /> Weekday trip distribution to and from the site was estimated based: 1)on the geographic distribution of residences 40 <br /> within the market area for the site and 2) the distribution of traffic volume along major roads within the market <br /> area. Weekday trip distribution for the project is presented below: <br /> • 37 percent to/from the northwest on Highway 10 <br /> • 4 percent to/from the north along Red Oak Drive and streets in that area <br /> • 4 percent along County Road I to/from the east <br /> • 42 percent to/from the southeast along Highway 10 corridor <br /> • 7 percent to/from Silver Lake Road to the south <br /> • 6 percent to from the west along County Road I <br /> Figure 3 illustrates trip distribution for the site, and Figure 4 presents the most current daily traffic volumes on <br /> area roads. <br /> PM PEAK HOUR TRAFFIC ANALYSIS PERIOD <br /> The PM peak hour was selected as the analysis period for this study because traffic volumes on streets adjacent <br /> to the proposed development are at their highest during the PM peak hour. The on-street traffic conditions that <br /> occur between 4:45 and 5:45 PM are the worst-case, and it is against these conditions that analyses of site- <br /> generated traffic should take place. <br /> S <br /> 110 <br /> -13- <br />