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7- AA19-04; TPM19-01;DA18-02_2800 N MAIN STREET
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7- AA19-04; TPM19-01;DA18-02_2800 N MAIN STREET
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4 <br /> TABLE 9 <br /> FASHION SQUARE TRIP GENERATION <br /> AM Pk PM Pk Off Peak Daily <br /> (WiTh (Wi) <br /> Inbound 6,668 4,552 17,317 28,537 <br /> Outbound 729 10,832 17,147 28 708 <br /> I In order to test the validity of the MNTS/SATC Model's trip <br /> generation algorithm, extended peak period driveway counts were <br /> I: conducted at a number of office buildings in the vicinity of Main Street <br /> and trip generation information for other large scale office <br /> developments in the metropolitan area was researched. The results are <br /> presented and shown graphically in Table 10. The graph indicates that <br /> while the peak trip generation may be highly concentrated for relatively <br /> small office buildings (one hour and frequently less) it tends to become <br /> a peak period of 2 hours or longer for large office complexes. <br /> Prediction of these changes in travel patterns is an inherent <br /> characteristic of the regional travel model and is particularly <br /> L appropriate in analyzing the changes that can accompany a proposed high <br /> density development such as Fashion Square. <br /> t <br /> I, <br /> 88
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