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Manufacturing <br /> (140) <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: 52 <br /> Avg. 1000 Sq. Ft. GFA: 152 <br /> Directional Distribution: 31%entering, 69%exiting <br /> Vehicle Trip Generation per 1000 Sq. Ft. GFA <br /> Average Rate Range of Rates Standard Deviation <br /> 0.67 0.07- 11.37 0.94 <br /> Data Plot and Equation <br /> 1,500 <br /> X <br /> fN <br /> -0- 1,000 ---- ------- <br /> w <br /> a <br /> u <br /> 500 <br /> X <br /> X � ACX X <br /> X/XX X X <br /> 0 - <br /> 0 200 400 600 800 1,000 <br /> X=1000 Sq.Ft.GFA <br /> Study Site - - - - Average Rate <br /> Fitted Curve Equation: Not Given R2=**** <br /> Trip Gen Manual,10th Ed+Supplement • Institute of Transportation Engineers <br /> B - 3 <br />