The entire river was a sand bed with min thickness of 1.5 mtr. The cutoffwall had encountered heavy dewatering creating problems for cutoff wall concreting. The problem were so severe that precast concrete wall had to done to execute the works. In certain case wellsinking had to done in rectangular shape of cutoff wall.
Project Brief:
Total length | 185 mtrs | |
Concrete quantity | 2500 cum | |
Shuttering quantity | 15000 sqm | |
Reinforcement quantity | 450 mt | |
Span | 9 mt x 3nos box | |
Foundation | Raft | |
Time period | 15 months |
{gallery}bridge-kendal{/gallery}
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