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8.6 Lawrence Road Site Driveway <br />167 <br />Analyses indicate that this unsignalized intersection is projected to operate acceptably at <br />LOS A in the future 2003 AM and PM peak hours. Table 7 summarizes the LOS and <br />average delay per vehicle at the intersection of Lawrence Road Site Driveway for Future <br />2003 Build Condition. <br />Table 7 <br />Level-of-Service <br />Lawrence Road Site Driveway. <br />Condition <br />AM Peak <br />PM Peak <br />LOS (Delay) <br />LOS (Delay) <br />a 2003 Build-Out Condition <br />A (6.8) <br />A (0.6) <br />- 23 - <br />