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<br />Apartment <br />(220) <br /> <br />Average Vehicle Trip Ends vs: <br />On a: <br /> <br />Dwelling Units <br />Weekday, <br />Peak Hour of Adjacent Street Traffic, <br />One Hour Between 4 and 6 p.m. <br /> <br />Number of Studies: <br />Avg. Number of Dwelling Units: <br />Directional Distribution: <br /> <br />90 <br />233 <br />65% entering, 35% exiting <br /> <br />Trip Generation per Dwelling Unit <br /> <br />f .-,\~~~~~ate <br /> <br />Range of Rates <br />0.10 1.64 <br /> <br />0.82 <br /> <br />Standard Deviation <br /> <br />J <br /> <br />Data Plot and Equation <br /> <br />(/) <br />"0 <br />C <br />ill <br />,9- <br />~ <br />(!l <br />(3 <br />'r: <br />Q) <br />> <br />()) <br />Cl <br />(\l <br />.... <br />\D <br />> <br /><t: <br />II <br />f- <br /> <br />700'J __m.....m_ .m....___.___'" . .___.m_'--~l:,i, <br />I <br /> <br />:1 ..... ........... ....... ...... .. ................ .//~~~'.:>/] <br />1 x ..></ ...1 <br /> <br /> <br />400 i . . . . . . . . - '. . . . . ~ . .... - . . ,"- /"': <br />I ...... ? ./" <br />I ;...-- // <br />! : x x./ .// <br /> <br /> <br />1 * /~/ <br />:/" ,// <br />300 .-1,,' .. ... .. .. <./ ,. <br />: x >:: _,y./ . <br />. s: ,'...x <br />'x "" .,/ ;--/ X <br />i x :.7<' x <br />200 Ix)?:/X x '; <br />i /~ .;:~~~:~ ~ x <br />100 'j' x~1f~; x <br />I ;f~<X <br />I x' x ;; <br />o T-_~_m'_;_'-----'-----T.u.m',"-u I <br />300 <br /> <br />I <br />I <br />......I <br />I <br /> <br />o <br /> <br />--,...--.1-.----;.--.-r-. <br /> <br />500 600 700 <br /> <br />1100 <br /> <br />_-----;m---...J <br /> <br />tOO <br /> <br />200 <br /> <br />400 <br /> <br />800 <br /> <br />900 <br /> <br />1000 <br /> <br />X", Number of Dwelling Units <br /> <br />;< Actual Data Points <br /> <br />--- Fitted Curve <br /> <br />-- -- -- --.. -- Average Rate <br /> <br />Fitted Curve Equation: T = O.55(X) + 17.65 <br /> <br />R2 = 0.77 <br /> <br />Trip Generation, 7th Edition <br /> <br />308 <br /> <br />Institute of Transportation Engineers <br />