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TABLE 38 YEAR 2027 PLUS PROJECT AGGREGATE TRUCK TRIP DISTRIBUTION Direction Distribution % '.Distribution Westbound on SR 132 to I-580 400/6 . Northbound on I-580 40% Eastbound on SR 132 to 1-5 Go% Eastbound on SR 132 beyond I-5 14% Northbound on I-5 41% Southbound on I-5 5% _ Total 100% 100% Figure 16 shows the projected year 2027 plus project AM and PM peak hour traffic volumes while - Figure 17 shows the projected year 2027 plus project daily traffic volumes. YEAR 2027 PLUS PROJECT TRAFFIC OPERATIONS - As previously noted, the SR-132/Bird Road Interchange Project Report has identified and evaluated three interchange design alternatives (Alternative 1 through Alternative 3). The year 2027 plus project AM and PM peak hour traffic volumes for each interchange alternative are shown on Figure 18. The proposed design Alternative 1 through Alternative 3 intersection approach geometries for both Bird Road intersections with the SR-132 ramps are shown on Figure 9. - Intersection Operations: Table 39 presents the projected year 2027 plus project intersection operations for all three design alternatives. As shown in Table 39,the SR-132 ramp intersections with Bird Road are - projected to operate at LOS "D" or better during both the AM and PM peak hours under all three design alternatives. As also shown in Table 39,the Blewett Road intersections with Bird Road and Koster Road are projected to operate at LOS "B" or better during both peak hours. Finally, the project entrance driveway is projected to operate at LOS"A"during both peak hour periods. TABLE 39 YEAR 2027 PLUS PROJECT PEAK HOUR INTERSECTION OPERATIONS WITH PROPOSED SR-132/BIRD ROAD INTERCHANGE ALTERNATIVES I THROUGH 3) Alternative 1 Alternative 2 Alternative 3 AM Peak PM Peak Hour AM Peak PM Peak Hour AM Peak PM Peak Hour Hour flour I Hour Delay LOS Delay LOS Delay LOS Delay LOS Delay I LOS Delay LOS WB SR 132/Bird 27.2 D 11.4 B 11.4 B 10.1 B 11.4 B 10.1 B Road Ram s• _ EB SR 132/Bird 14.0 B 10.7 B 14.2 B 11.3 B 14.0 B 10.7 B Road Ram s* Bird Rd./ 14.1 B 11.4 B 14.1 B 11.4 B 14.1 B 11.4 B Blewett RV - Koster Rd./ 11.5 B 9.4 A 11.5 B 9.4 A 11.5 B 9.4 A Blewett Rd.* Koster Rd./ I Q.5 A 8.4 A 8.5 A 8.4 A 8.5 A 8.4 A Project Entrance.* - *-Intersections evaluated as Two Way Stop Control Intersections with stop-signs on minor road approaches LOS-Minor Street Approach Level of Service for two-way-stop-controlled intersections 2n°Draft DeSilva Gates Quarry Trafc&Circulation Analysis 40 October 2005 Jones&Stokes (R905TIS002/25-4000-02)