Laserfiche WebLink
California Palms <br />Summary-of Trip Generatio n Calculation <br />For 207 Dwelling Units of Apartments -- ~ ~ (O s~ ~Z <br />January 28, 2005 _ <br /> Average Standard Adjustment Driveway <br /> Rate Deviation Factor Volume <br />Avg. Weekday 2-Way Volume 6.72 3.02 1.00 1391 <br />7-9 AM Peak Hour Enter 0.10 0.00 1.00 21 <br />7-9 AM Peak Hour Exit 0.91 0.00 1.00 85 <br />7-9 AM Peak Hour Total 0.51 0.73 1.00 106- <br />4-6 PM Peak Hour Enter 0.40 0.00 1.00 63 <br />4-6 PM Peak Hour Exit 0.22 0.00 1.00 46 <br />4-6 PM Peak Hour Total D.62 0.82 1.00 128 <br />Saturday 2-Way Volume 6.39 2.99 1.00 1323 <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 0.52 0.74 1.00 108 <br />Note: A zero indicates n o data available. <br />Source: Institute of Transportation Engineers <br />Trip Generation, 7 th Edition, 2003: <br />TRIP GENERATION BY MICROTRANS <br />75D-118 <br />