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Bridge Loadings:
Loadings of bridges have been standardized by the Roads Congress. The major features of the various load classes are given below :
Bridges and culverts on National Highways are designed for one lane of Class 70 R or two lanes of Class A loading, whichever produces more severe stresses.
IRC Class AA loading is to be adopted within certain municipal limits, in certain contemplated or existing industrial areas, in other specified areas, or a long specified highways.
RC Class A load is to be normally adopted on all roads on which permanent bridges and culverts are constructed.
IRC Class B loading is to be normally adopted for temporary structures (for example timber structures) and for bridges in specified areas.
WHY RAFTING IS REQUIRED AND WHAT PRECAUTIONS SHOULD BE TAKEN DURING RAFTING? AND WHAT IS THE ALTERNATE OF RAFTING.?
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