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Drive-in Bank <br />(912) <br />Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area <br />On a: Weekday, <br />Peak Hour of Adjacent Street Traffic, <br />One Hour Between 7 and 9 a.m. <br />Number of Studies: 26 <br />Average 1000 Sq. Feet GFA: 4 <br />Directional Distribution: 56% entering, 44% exiting <br />Trip Generation per 1000 Sq. Feet Gross Floor Area <br />Average Rate Range of Rates Standard Deviation <br />12.35 -- 3.71 - 29.40 7.38 <br />uata Riot ana <br />120 <br />110 <br />100 <br />90 <br />m <br />a <br />C <br />W 80 <br />a <br />F <br />U <br />70 <br />60 <br />d <br />Q 50 <br />II <br />F <br />40 <br />30 <br />20 <br />10 <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X X <br />X X <br />X X <br />X X <br />2 3 4 <br />X = 1000 Sq. Feet Gross Floor Area <br />X Actual Data Points <br />Fitted Curve Equation: Not given <br />X <br />X <br />X <br />X <br />X <br />5 a <br />- - - -- Average Rate <br />R2 = .. <br />Trip Generation, 8th Edition 1754 Institute of Transportation Engineers <br />