Bridge Alternative C3(b Sample Clauses

Bridge Alternative C3(b. As shown in Figure 3.1, the bridge alignment of Alternative C3(b) crosses Tongass Narrows north of Alternatives C3(a) and C4. As indicated in Table 3.2, the Alternative C3(b) bridge has a vertical clearance of 120 feet, which permits passage by all existing large AMHS ferries, but prevents passage by all large cruise ships. Figures 5.3, 5.4, and 5.5 show cumulative probabilities for east and west bank sweeps for bridge Alternative C3(b), for (respectively) southbound ferries, northbound ferries, and combined north- and southbound ferries. Figure 5.3 shows the cumulative probability distributions of east and west bank sweeps for southbound AMHS ferries for bridge Alternative C3(b). At the 0.9 probability level, the width between east and west bank sweeps is approximately 127 feet; at the 0.99 level, it is approximately 190 feet. Southbound AMHS Ferry Traffic at Bridge Alternative C3(b) Eastern Shore (Revillagigedo) Western Shore (Gravina) 1.00 0.90 0.80 0.70 Cumulative Probability 0.60 0.50 0.40 0.30 0.20 0.10 0.00 800 900 1000 1100 1200 1300 1400 Sweep (feet) FIGURE 5.3 CUMULATIVE PROBABILITY DISTRIBUTIONS OF EAST AND WEST BANK SWEEPS FOR SOUTHBOUND AMHS FERRIES FOR ALTERNATIVE C3(B) Figure 5.4 shows the cumulative probability distributions of east and west bank sweeps for northbound AMHS ferries for bridge Alternative C3(b). At the 0.9 probability level, the width between east and west bank sweeps is approximately 122 feet; at the 0.99 level, it is approximately 174 feet. Figure 5.5 shows the cumulative probability distributions of east and west bank sweeps for combined north- and southbound AMHS ferries for bridge Alternative C3(b). At the 0.9 probability level, the width between east and west bank sweeps is approximately 124 feet; at the 0.99 level, it is approximately 184 feet. Northbound AMHS Ferry Traffic at Bridge Alternative C3(b) Eastern Shore (Revillagigedo) Western Shore (Gravina) 1.00 0.90 0.80 0.70 Cumulative Probability 0.60 0.50 0.40 0.30 0.20 0.10 0.00 800 900 1000 1100 1200 1300 1400 Sweep (feet) FIGURE 5.4 CUMULATIVE PROBABILITY DISTRIBUTIONS OF EAST AND WEST BANK SWEEPS FOR NORTHBOUND AMHS FERRIES FOR ALTERNATIVE C3(B) Combined North- and South- bound AMHS Ferry Traffic at Bridge Alternative C3(b) Eastern Shore (Revillagigedo) Western Shore (Gravina) 1.00 0.90 0.80 0.70 Cumulative Probability 0.60 0.50 0.40 0.30 0.20 0.10 0.00 800 900 1000 1100 1200 1300 1400 Sweep (feet) FIGURE 5.5 CUMULATIVE PROBABILITY DISTRIBUTIONS OF EAST AND WEST B...
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Related to Bridge Alternative C3(b

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