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<br />Rid~ Jopkc <br /> <br />- 2 - <br /> <br />:\pril 3. 1997 <br /> <br />EXISTING CONDITIONS <br /> <br />Aftc:moon peak hour (4:30 to 5:30) turning movement volumes were counted in March. <br />1997, Since there is no reason to believe that a.m. trip patterns will be ~i~nificant1y <br />different than p.m. trip pattems~ the a.m. pattern was obtained by reversing the p.m. <br />pat'l:ern. <br /> <br />TRIP GENERATION <br /> <br />Thc~ number of vehicle trips generated by the proposed de\'elopment was determined by <br />apJ:llying trip generation ratcs from the Institute of Transportation Engineers (ITE) Trip <br />Gclr1cration Report Sth Edition (1991). The lIE rate for a Business Park was used for the <br />dcvelopment (see Table 1). The proposed developmel'\t would gencrate approximatcly <br />5,200 daily trips. 540 p.m. peak hour trips. and 590 a.m. peak hOUT ttip~. <br /> <br />T A,BlE 1 <br />OF-US GATEWAY BUSINESS PARK TRAFFIC STUDY <br /> <br />T~tIP GENERATION RATES <br /> <br /> Trip Gen~ration Rate per 1,000 S.F. <br /> Measure for PM. Peak Hour A.M. Peak Hour <br />land Use Trip Rate Dail}' Rate Tn Out In Out <br />Business Per 1.000 14.37 0.33 1.15 1.38 0.24 <br />Park square feet <br /> <br />TFUP GENERATION ESTIMATES I PROPOSED DEVELOPMENT <br /> <br /> Trip Gencration <br /> Daily P.M Pe~1c Hnur A.M. Peak Hour <br />lElnd Use Size Volumes In Out In Out <br />Business 362.210 5,200 120 417 500 87 <br />PllI'k S.F. <br /> <br />NClte: All trip generation rates arc averaae rates from the 19911TE Trip veneration R.eport. 5th EdiLion. <br />