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Frewert Trucking TIS <br /> Figure 4: Existing Conditions Peak Flour Traffic Volumes <br /> ® 5.Harlan Rd& 1-5 NB Off Ramp& 1-5 SB Off Ramp& <br /> Roth Rd ® Rath Rd ® Roth Rd <br /> A <br /> 36(56) <br /> s F 212 284 0 269{341} m F 60(95) <br /> ( } <br /> EJ I Lj F 27(47) � F—209(200) -*j � y " 157(140) <br /> rr Roth Rd Rath Rd Jr, Rath Rd <br /> 68(67) a '*l t f 42(34), T __ 83(7.9) <br /> 249(257) N ! m 287(291), v Q 16(35) <br /> 142(148) N o <br /> n <br /> Roth Rd&Manthey Rd ® Frewert Rd& <br /> Manthey Rd <br /> M E 27(85) <br /> y 73(47) <br /> Roth Rd Frewert Rd <br /> t12{9} <br /> N <br /> 7(11) o <br /> Q <br /> LEGEND <br /> Project Site XX AM Peak Hour Volumes <br /> ® Study Intersection (XX) PM Peak Hour Volumes <br /> Project Driveway <br /> 094-13508/2022 <br /> TAM <br />