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I <br /> TABLE 1 <br /> New Developments <br /> and <br /> Associated Trip Generation <br /> • <br /> PM Peak <br /> Generation Added <br /> Development <br /> Size Rates Trips <br /> 135 du .60/dwelling 81 <br /> Kensington <br /> Trace 43 du 1 .00/dwelling 43 <br /> Timberlyne Village oentry 144 du .60/dwelling 86 <br /> T 171 du .40/dwelling 68 <br /> Steeple Chase Place 16 du 1 .00/dwelling 16 <br /> Steeple Cease 30 du 1 .00/dwelling 30 <br /> • Booker Creek IV 108 <br /> Kirkwood 108 du 1 .00/dwelling 191 <br /> Windy Hill 91 du 1 .00/dwelling <br /> Highlands 91 <br /> 9 1 du 1 .00/dwelling <br /> Booker Creek Village <br /> 30 du 1 .00/dwelling 30 <br /> 1 Summerfieid Crossing <br /> 140 du 1 .00/dwelling 140 <br /> Timberlyne Shopping 130850 sf 14.42/1000 sq. ft. 1887 83 <br /> Timberlyne Offices 23903 sf 2.20/1000 sq. ft. <br /> 2724 <br /> We based our trip generation calculations on rates found in Trio <br /> Generation, Third Edition, IstitutedtfcTransportation <br /> nfEngineers. We <br /> used rates for the PM peak hour <br /> TRIP DISTRIBUTION • <br /> Trip distribution can be described as the tendency of drivers to use <br /> n <br /> certain routes before entering or after exiting a trip generator. <br /> estimate of trip distribution usually is based on a general knowledge <br /> of drivers' trip origins and destinations. These origins and <br /> destinations depend on the land use patterns throughout the community. <br /> We made a series of assumptions about how vehicles would approach or <br /> leave developments in the corridor. We then estimated trip <br /> distribution to and from each protect for the streets and <br /> intersections within the corridor. <br /> 1 ABB I G181ENT OF TRIPS <br /> We estimated ents paths that <br /> entering or ocusedvarious <br /> our <br /> developments <br /> especially on how the trips would move through the three <br /> critical intersections. <br />