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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 />......... ......................... ._ .. ..._................ ........_ ...................._ ..._._ _�_.........._........._...._................................................ _.......................... ...._...._.. _-- <br />Vehicle Trip veneration per Dwelling unit <br />Average Rate Range of Rates ar>slsird aeviatton <br />A.700:27 -- 2.27+ <br />Data Plot and Equation <br />N <br />C <br />Lu <br />a <br />n <br />1,000 <br />500 <br />X W <br />0 ter--..._ .... _.._.._...__..._._ __ ____.,_..._...__. ...... _.... .... ..... ...... _....... _ __..._.._.._.._....._...._.......... _...__...... _.... _... <br />_.__..._...__.i <br />0 500 1,000 1,500 2,000 2,500 3,000 <br />X = Number of Dwelling Units <br />X Study Site Fitted Curve - - - Average Rate <br />Fitted Curve Equation: Ln(T) = 0.91 Ln(X) + 0,12 R'= 0.90 <br />Trip Gen Manual, 11th Edition • Institute of Transportation Engineers <br />X'' <br />N <br />C <br />Lu <br />a <br />n <br />1,000 <br />500 <br />X W <br />0 ter--..._ .... _.._.._...__..._._ __ ____.,_..._...__. ...... _.... .... ..... ...... _....... _ __..._.._.._.._....._...._.......... _...__...... _.... _... <br />_.__..._...__.i <br />0 500 1,000 1,500 2,000 2,500 3,000 <br />X = Number of Dwelling Units <br />X Study Site Fitted Curve - - - Average Rate <br />Fitted Curve Equation: Ln(T) = 0.91 Ln(X) + 0,12 R'= 0.90 <br />Trip Gen Manual, 11th Edition • Institute of Transportation Engineers <br />