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V <br /> AM Peak Hour Traffic Volumes <br /> 2017 Cumulative Condtions Without Vernalis Interchange <br /> in wo <br /> 2 3 3 SIR 132 <br /> 1-580 5 6 Blewett Rd <br /> Project <br /> Site <br /> 2 <br /> Gaffery Rd <br /> I. EB SR 132/Bind Rd. 2. WB SR 132 I Bird Rd. 3. SR 1321 Koster Rd. <br /> M Ln ti <br /> N N <br /> 8� y 2 5 0� J L2 0 <br /> 514 1,466 663 1,565 <br /> 45--+ � '` 242 7 EI T fa � 2 <br /> IV � N LO <br /> N <br /> 5. Blewett Rd. /Bird Rd. 6. Blewett Rd. /Koster Rd. <br /> GO C�7 [V W NI <br /> 2 135 2� � y 2 0 <br /> 1� F 2 <br /> 0 i� 1 <br /> T � �, Tr- <br /> 0) o � o <br /> Note: Traffic volumes are shown in passenger car equivalents (1 grad truck= 2 cars). <br /> Sources: <br /> Intersections 1-3: Vernalis Interchange Project FOR, Exhibit 4.4-7 <br /> Intersection 5: Brown Sand and Gravel DEIR, Figure 9-22 <br /> Intersection 6: Teichert Aggregates FE IR, Figure 8-13 <br />