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Day Care Center <br />(565) <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: 66 <br />Average 1000 Sq. Feet GFA: 4 <br />Directional Distribution: 53% entering, 47% exiting <br />rip Generation per 1000 Sq. Feet Gross Floor Area <br />Average Rate Range of Rates Standard Deviation <br />12.26 4.43 - 34.92 6.39 <br />Liam i ioi ano <br />r® <br />210 -� -- - - - - -- -- - - -- - -- - - - -- <br />200 j <br />90 j <br />180 <br />170 <br />160 111 <br />tso <br />0 <br />W 140 - - <br />a <br />i <br />90 <br />i- <br />120 : X <br />110 <br />a 100 <br />a X XX <br />a X <br />II 80 X X X <br />~ 70 X X X X X <br />X X <br />60 YX X X <br />50 ... X KX ; <br />X X X .. <br />40 X.. <br />X x ;.. <br />30 X XX-X'X -XX Xx -, X.. .. -. .. <br />. . <br />W X <br />20 "X X -X - ..... - .. ... <br />5C . 10 <br />0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 <br />X = 1000 Sq. Feet Gross Floor Area <br />X Actual Data Points ------ - Average Rate <br />Fitted Curve Equation: Not given R2 = •... <br />Trip Generation, 8th Edition 1078 Institute of Transportation Engineers <br />