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,I 00'0067 <br /> ,, CallagejaHOrn <br /> } <br /> . <br /> Table 2. provides the resulting trip ends for the project for both Average <br /> I Daily Traffic(ADT) conditions and for A.M. and P.M. peak <br /> hour conditions.. <br /> Under fulk development,.Scatswood will have-5,700 trips to the site and 5,700 • <br /> trips away from the site on an.average day. The A.M. peak hour traffic will <br /> be 200 tr�ps.to the site and 400 trips away from the site. P.M.peak hour <br /> traffic will be 640 trips to the site and 300 trips away from the site. Trip <br /> generations for Scotswood is summarized in Table 2 below. <br /> j <br /> j TABLE 2 • <br /> TRW.GENERATION SUMMARY <br /> ADT AM Peak Hour PM Peak Hour <br /> Enter Exit Enter Exit Enter Exit <br /> Single Family Dwellings 2,100 2,100 90 230 570 . 160 <br /> Apartments 650 650 . 20 90 100 50 <br /> ■ Shopping Center 2-,950 2,950 90 80 270 290 <br /> Total 5,700. 5,700 200 400 640 500 <br /> u. V. TRAFFIC DISTRIBUTION AND.ASSIGNMENT <br /> 1 The trip ends estimated in. Section-. IV were assigned to the streets. and <br /> � thocou gh es serving the proposed project. The distribution of trips by <br /> g <br /> direction. was derived from existing travel <br /> � patterns; projected future travel <br /> I •patterns, land the spatial distribution of employment and other travel i <br /> I <br /> r ! opportunities in the Research Triangle area. . 1 <br /> ! i <br /> Figure 3 shows existing (1983 and 1984) average daily and P.M. peak hour I <br /> traffic on the existing major thoroughfare system serving the project. Also <br /> shown are a additional traffic volumes that would be added by Scotswood. <br /> E ' Scotswood ould add 1,725 daily trips to St. Marys Road,east of the project <br /> and 3,450 trips to St. Marys Road west of the project. An additional 4,025 <br /> -6- <br /> • 1 <br /> . <br />