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166 <br />8.5 US 70 Business Site Driveway <br />Analyses indicate that this un.signalized intersection is,projected to operate acceptably at <br />LOS A in the future 2003 AM and PM *peak hours. Table 6 summarizes the LOS and <br />average delay per vehicle at the intersection of US 70 Business Site Driveway for Future <br />2003 Build Condition. <br />Table 6 <br />Level-of-Service <br />US 70 Business Site Driveway <br />Condition <br />AM Peak <br />PM Peak <br />LOS (Delay) <br />LOS (Delay) <br />® 2003 Build-Out Condition <br />A (1.2) <br />A (0.9) <br />-22- <br />