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Page 1 of 1 <br />Recreational Community Center <br />(495) <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: 12 <br />Avg. 1000 Sq. Ft. GFA: 105 <br />Directional Distribution: 66% entering, 34% exiting <br />Vehicle Trip Generation per 1000 Sq. Ft. GFA <br />Average Rate Range of Rates Standard Deviation <br />1.91 1.08-4.18 0.88 <br />Data Plot and Equation <br />400 <br />300 <br />-`o <br />W <br />u <br />F- <br />200 <br />100 <br />C <br />X = 1000 Sq. Ft. GFA <br />X Study Site <br />Fitted Curve Equation: Not Given <br />- - - - Average Rate <br />Rz_ .... <br />Trip Gen Manual, 11th Edition • Institute of Transportation Engineers <br />55 <br />https://itetripgen.org/PrintGraph.htm?code=495&ivlabel=QFQAF&tlmeperio... 3/1/2022 <br />x <br />x <br />x <br />X <br />X <br />X <br />x <br />x <br />X <br />X <br />112 <br />------- <br />,'X <br />X, <br />3 <br />50 <br />100 <br />150 <br />200 <br />25 <br />X = 1000 Sq. Ft. GFA <br />X Study Site <br />Fitted Curve Equation: Not Given <br />- - - - Average Rate <br />Rz_ .... <br />Trip Gen Manual, 11th Edition • Institute of Transportation Engineers <br />55 <br />https://itetripgen.org/PrintGraph.htm?code=495&ivlabel=QFQAF&tlmeperio... 3/1/2022 <br />