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What is Bridge Abutment and Pier Cap Design about?
1. This document provides design details for a 6.4 meter long, 12 meter wide bridge over the Amarwada-Ramgarh road with a formation level of 155.495 meters and soffit level of 154.82 meters. 2. The bridge will have a solid slab RCC superstructure with a 75mm thick RCC wearing coat and RCC approach slabs, railings, and abutments founded on a variable depth open foundation. 3. The bridge is designed for Zone III seismic conditions and a soil bearing capacity of 20 tons/sqm for abutments and 30 tons/sqm for
- Author
- fevahe756
- Language
- EN