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5. Formula for Determining Number of Average Weekday Trips Generated: <br />Number of Units X Average Weekday Rate (16 X 10.1 = 161) <br />Proposed Land Use Designation <br />1. Residential Use Identified in 6th Edition ITE Manual: Single -Family <br />2. For Single -Family Units in 6th Edition ITE Manual: <br />a. Average Weekday Trip Ends: 10.1/unit <br />b. P.M. Peak Hour Trip Ends: 1.01/unit <br />c. Inbound (P M. Peak Hour): 64% <br />i. Northbound (P.M. Peak Hour): 62% <br />H. Southbound (P.M. Peak Hour): 38% <br />3. Outbound (P.M. Peak Hour): 36% <br />i. Northbound (P.M. Peak Hour): 38% <br />ii. Southbound (P.M. Peak Hour): 62% <br />3. Peak Direction of 82"d Avenue, from 9th Street, SW to 4th Street: Northbound <br />4. Formula for Determining Number of Peak Hour/Peak Season/Peak Direction Trips Generated: <br />Number of Units X P.M. Peak Hour Rate X Inbound P.M. Percentage X Inbound - <br />Northbound Percentage (80 X 1.01 X .64 X .62= 32.1 <br />Formula for Determining Number of Average Weekday Trips Generated: <br />Number of Units X Average Weekday Rate (80 X 10.1 = 808) <br />6. Traffic Capacity on this segment of 82"d Avenue, at a Level of Service "D": 820 peak hour/peak <br />season/peak direction trips <br />7. Total Segment Demand (existing volume + vested volume) on this segment of 82"d Avenue: 141 <br />peak hour/peak season/peak direction trips <br />The number of Average Weekday Trip Ends associated with the most intense use of the subject property <br />under the existing land use designation is 161. This was determined by multiplying the 16 units (most <br />intense use) by ITE's single-family residential factor of 10.1 Average Daily Trip Ends/unit <br />The number ofAverage Weekday Trip Ends associated with the most intense use of the subject property <br />under the proposed land use designation is 808. This was deteiniined by multiplying the 80 units (most <br />intense use), by ITE's single-family residential factor of 10.1 Average Daily Trip Ends/unit. <br />Since the county's transportation level of service is based on peak hour/peak season/peak direction <br />characteristics, the transportation concurrency analysis addresses project traffic occurring in the peak hour <br />and affecting the peak direction of impacted roadways According to ITE, the proposed use generates <br />more volume in the p.m. peak hour than in thea m peak hour. Therefore, the p m. peak hour was used <br />in the transportation concurrency analysis. The peak direction during the p.m. peak hour on 82nd Avenue <br />is northbound. <br />JULY 16, 2002 <br />-64 <br />U1 ( I <br />