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i <br />California Palms <br />Summary of Trip Generation Calcula tipn <br />For 207 Roams of Motel ~~~i S '4'~/" y <br />j January 28, 2005 <br /> <br />~ Average Standard Adjustment Driveway <br />'~ Rate Deviation Factor Volume <br />I <br />Avg. Weekday 2-Way Volume <br />5.63 <br />3.31 <br />1.00 <br />1165 <br />7-9 AM Peak Hour Enter 0.17 0.00 1.00 35 <br />7-9 AM Peak Hour Exit - 0.28 0.00 1.00 56 <br />7-9 AM Peak Hour Total 0.45 0.70 l.OD 93 <br />~ 9-6 PM Peak Hour Enter 0.25 0.00 1.00 52 <br />4-6 PM Peak Hour Exit '0.22 0.00 1.00 46 <br />9-6 PM Peak Hour Total 0.47 0.72 1.00 97 <br />Saturday 2-Way Volume 0.00 0.00 1.00 0 <br />~ Saturday Peak Hour Enter 0.00 0.00 1.00 0 <br />Saturday Peak Hour Exit 0.00 0.00 1.00 0 <br />Saturday Peak Hour Total 0.00 0.00 1.00 0 <br />'' Note: A zero indicates no data available. <br />Source: Institute of Transportation Engineers <br />TripGeneration, 7th Edition, 2003. <br />1 <br />~ TRIP GENERATION BY MICROTRANS <br />