Item B: West 11th Transportation Corridor Study

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LIST OF TABLES Table 3-1: Existing Study Area Roadway Characteristics ............................................................................. 9 tha Table 3-2: West 11 Avenue Bi-Directional Volumes, Speeds, and Heavy Vehicle Usage....................... 10 Table 3-3: Applicable Study Intersection Mobility Standards ..................................................................... 14 Table 3-4: Study Intersection Performance ................................................................................................. 15 th Table 3-5: West 11 Avenue Travel Time Survey Summary (AM and PM Peaks) .................................... 17 th Table 3-6: West 11 Avenue Travel Time Survey Summary (Mid-Day Peak) ........................................... 17 Table 3-7: Study Area Collision Data (2003-2006)..................................................................................... 20 Table 3-8: Collision Breakdown for High Collision Intersections............................................................... 21 th Table 3-9: West 11 Avenue Pedestrian Crossing Volumes ....................................................................... 22 Table 3-10: West 11th Avenue Bicycle Crossing Volumes ........................................................................ 23 Table 3-11: Nearby Transit Routes ............................................................................................................. 24 Table 4-1: Pedestrian/Bicycle Improvement Alternatives ........................................................................... 29 th Table 6-1: West 11 Avenue Existing Access Summary ............................................................................ 43 Table 6-2: Short-Term Plan Driveway Recommendations .......................................................................... 49 TABLE 7-1: Existing Peak Hour Cycle Lengths ......................................................................................... 52 TABLE 7-2: PM Peak Performance Comparison with Existing Left Turn Phasing .................................... 54 TABLE 7-3: PM Peak Performance Comparison of Left Turn Phasing Types ........................................... 54 TABLE 7-4 AM Peak Performance Comparison with Existing Left Turn Phasing .................................... 55 TABLE 7-5: AM Peak Performance Comparison of Left Turn Phasing Types .......................................... 56 Table 8-1: Future (2013) Intersection Performance..................................................................................... 60 Table 8-2: Future (2013) Study Intersection Performance with Improvements ........................................... 63 Table 8-3: Recommended Improvement Cost Estimate Summary .............................................................. 64 th West 11 Avenue Corridor Study September 4, 2009 City of Eugene P07265-003-000 iv