Laserfiche WebLink
Automobile Sales (New) <br /> (840) <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: 49 <br /> 1000 Sq. Ft. GFA: 34 <br /> Directional Distribution: 40%entering, 60%exiting <br /> Vehicle Trip Generation per 1000 Sq. Ft. GFA <br /> Average Rate Range of Rates Standard Deviation <br /> 2.43 0.94-5.81 0.99 <br /> Data Plot and Equation <br /> 300 <br /> 0 <br /> c X <br /> w <br /> a 200 x X <br /> F- <br /> X- <br /> X XX X X <br /> 100 X X X X <br /> X X <br /> X X <br /> X X XX <br /> 7J ?CX X X X <br /> X <br /> X <br /> X <br /> 00 20 40 60 80 <br /> X=1000 Sq.Ft.GFA <br /> X Study Site Fitted Curve - - - - Average Rate <br /> Fitted Curve Equation:T=1.80(X)+21.60 R2=0.57 <br /> Trip Generation Manual, 10th Edition • Institute of Transportation Engineers <br /> A-3 <br />