Laserfiche WebLink
Small Office Building <br />(712) <br />Page 1 of 1 <br />Vehicle Trip Ends vs: 1000 Sq. Ft. GFA <br />On a: Weekday, <br />Peak Hour of Adjacent Street Traffic, <br />One Hour Between 7 and 9 a.m. <br />Setting/Location: General Urban/Suburban <br />Number of Studies: 21 <br />Avg. 1000 Sq. Ft. GFA: 3 <br />Directional Distribution: 82% entering, 18% exiting <br />fehicle Trip Generation per 1000 Sq. Ft. GFA <br />Average Rate Range of Rates Standard Deviation <br />1.67 0.76-4,12 0.88 <br />Data Plot and Equation <br />W <br />n <br />20 <br />15 <br />10 <br />5 <br />0' <br />0 <br />15 <br />x <br />x <br />x <br />x <br />x <br />x x-�( x <br />x x x x <br />x x.-'- x <br />'x x x <br />2 4 <br />X = 1000 Sq. Ft. GFA <br />x Study Site <br />Fitted Curve Equation: Not Given <br />6 8 <br />- - - - Average Rate <br />Rz= **** <br />Trip Gen Manual, 11th Edition • Institute of Transportation Engineers <br />126 <br />https://itetripgen.org/PrintGraph.htm?code=712&ivlabel=QFQAF&timeperi... 2/28/2022 <br />