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Recreational Community Center <br />(495) <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 4 and 6 p.m. <br />Setting/Location: General Urban/Suburban <br />Number of Studies: 15 <br />Avg. 1000 Sq. Ft. GFA: 124 <br />Directional Distribution: 47% entering, 53% exiting <br />Vehicle 1 rip Generation per 7000 ,q. rt. GI -A <br />Average Rate Range of Rates Standard Deviation <br />2.50 1.05-5.37 1.28 <br />Data Plot and Equation <br />•11 <br />500 <br />w 400 <br />a <br />1 300 <br />200 <br />a <br />F-5 <br />x <br />, <br />, <br />x <br />x <br />x <br />00 100 200 <br />X = 1000 Sq. Ft. GFA <br />x Study Site Fitted Curve <br />Fitted Curve Equation: Ln(T) = 0.71 Ln(X) + 2.31 <br />x <br />300 400 <br />- - - - Average Rate <br />Rz= 0.57 <br />Trip Gen Manual, 11th Edition • Institute of Transportation Engineers <br />130 <br />https:Hltetripgen. org/PrintGraph.htm?code=495 &ivlabel=QFQAF&timeperio... 3/1/2022 <br />