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Single -Family Detached Housing <br />(210) <br />Vehicle Trip Ends vs: Dwelling Units <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: 192 <br />Avg. Num. of Dwelling Units: 226 <br />Directional Distribution: 25% entering, 75% exiting . <br />Vehicle Trip Generation per Dwelling Unit <br />Average Rate Range of Rates Standard Deviation <br />0.70 0.27-2.27 0.24 <br />Data Plot and Equation <br />2,000 <br />1,500 <br />H <br />1,000 <br />500 <br />11RU X- <br />2 <br />11 <br />00 500 <br />1,000 1,500 <br />X = Number of Dwelling Units <br />X Study Site Fitted Curve <br />Fitted Curve Equation: Ln(T) = 0.91 Ln(X) + 0.12 <br />F1 <br />2,000 2,500 3,000 <br />Average Rate <br />R'= 0.90 <br />Trip Gen Manual, 11th Edition 9 Institute of Transportation Engineers <br />