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Small Office Building <br />(712) <br />Vehicle Trip Ends vs: 1000 Sq. Ft. GFA <br />On a: Weekday, <br />Peak Hour of Adjacent Street Traffic, <br />One Hour Between 4 and 6 p.m. <br />Setting/Location: General Urban/Suburban <br />Number of Studies: 21 <br />Avg. 1000 Sq. Ft. GFA: 3 <br />Directional Distribution: 34% enterinq, 66% exitinq <br />Vehicle Trip Generation per 1000 Sq. Ft. GFA <br />Average Rate Range of Rates Standard Deviation <br />2.16 0,56-5.50 1.26 <br />Data Plot and Equation <br />1 <br />a <br />w <br />u 1 <br />H <br />Page 1 of 1 <br />��------------------------------- <br />x <br />5 <br />, <br />i <br />X x ' <br />X ' <br />, <br />X <br />0' <br />x- x ' <br />XX1 <br />, <br />x <br />5 <br />X"'; x <br />X XXX <br />x <br />X X <br />00 2 4 6 8 ' <br />X = 1000 Sq. Ft. GFA <br />X Study Site <br />Fitted Curve Equation: Not Given <br />- - - - Average Rate <br />R=_ —* <br />Trip Gen Manual, 11th Edition • Institute of Transportation Engineers <br />127 <br />https://itetripgen.org/PrintGraph.htm?code=712&ivlabel=QFQAF&tlmeperi... 2/28/2022 <br />