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'� Quality Restaurant <br />(831) <br />0 <br />� <br />Average Vehicle Trip c�ds vs: 1000 3q. Feet Gross Floor Area <br />On a: Weekday, <br />Peak Hour of Adjacent Street Traffic, <br />One Hour Between 4 and 6 p.m. <br />Number of Studies: 16 <br />Average 1000 Sq. Feei GFA: 9 <br />Directional Distrit�utl��n: 70% entering, 30% exiting <br />Generation per 1000 :i q_F'eet Gross Floor Area <br />Average Rate h'a: �ge of Rates Standard Deviation <br />_ ..._. _.�d C....�ri.,.. <br />voac� . .... ....'� _-� <br />V <br />C <br />W <br />a <br />F=- <br />m <br />O <br />L <br />i <br />m <br />� <br />> <br />Q <br />II <br />H <br />150 <br />140 <br />130 <br />120 <br />110 <br />100 <br />so <br />80 <br />7C <br />6C <br />5( <br />41 <br />31 <br />21 <br />u <br />: : : : � • � . . . .:. . . x . . .: . . . . . . :. . . . . . :. . . . . . <br />. . . , . . . . . . . �, . . . . . . . : . . .x : . . .x ,. . . . . . . �. . . . , . � ' . . . <br />... . ... . ... . .X. : .... , ... ' : . : . X <br />... , .x. , .#. , . ... . ... . ... . ... . ... . .... . ... . .. <br />: : ,�; ..X ...:......:..... :......:......:.......:......:............. <br />. .. , ... , X : : : : : � : <br />..�. . �.. . .....�..... , .... x ... , ... ,x ... . ... . .... . ... �, ... <br />.... . ... . .... . ... . .... . ...... ... ... . ....: . .. .... : ....I <br />4 5 s <br />iC Aetuel Dete Polnta <br />7 tl n w .. .� <br />X= 1000 Sq. Feet Gross Floor Area <br />Fitted Curve Equation: Not given <br />Tiip Generation, January 1991 <br />------ Average Rate <br />R2 _ .... <br />�25� Institute of Transportation Engineers <br />