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Day Care Center <br />(565) <br />Average Vehicle Trip Ends vs: Employees <br />On a: Weekday, <br />Peak Hour of Adjacent Street Traffic, <br />One Hour Between 7 and 9 a.m. <br />Number of Studies: 59 <br />Avg. Number of Employees: 10 <br />Directional Distribution: 53% entering, 47% exiting <br />Trip Generation per Employee <br />F Average Rate Range of Rates Standard Deviation <br />4.91 1.88 - 16.33 3.04 <br />L)ata yior ana <br />50 <br />40 <br />130 <br />120 <br />110 <br />N <br />C <br />w too <br />g <br />~ 90 <br />v <br />L <br />� 80 <br />N <br />m 70 <br />m <br />Q <br />a 60 <br />H <br />50 <br />40 <br />30 { <br />20 <br />10 + <br />0 <br />r. <br />X <br />X <br />X' <br />X X X <br />X )f X X <br />X <br />X xX <br />X X X x X X <br />X X <br />X, X X X x x <br />X' X <br />X X x X <br />X <br />X x X X <br />' x <br />X Actual Data Points <br />Fitted Curve Equation: Not given <br />10 20 <br />X = Number of Employees <br />X <br />X <br />- - - - -- Average Rate <br />R2 = ., <br />T <br />Trip Generation, 8th Edition 1069 Institute of Transportation Engineers <br />