CONSTRUCTION OPERATION OF WBM Sample Clauses

CONSTRUCTION OPERATION OF WBM. (i) Spreading and rolling of coarse aggregate:- After preparation of sub-grade/ sub-base in a proper camber the coarse aggregate shall be spread uniformly over the prepared surface in compacted layer not more than 100mm at a time. In case of thickness more than 100mm, the same shall be compacted in two layers. Immediately following the spreading of the coarse aggregate, rolling shall be started with three-wheeled power roller of 6 to 10 tonne capacity as per direction of the Engineer. On super-elevated portion where the rolling shall proceed from inner edge to the outer.Rolling shall being from the edges gradually progressing towards the centre.First the edge/edges shall be compacted with roller running forward and backward. The roller shall move inwards parallel to the centre line of the road, in successive passes uniformly lapping proceeding tracks by at least one half widths. Rolling shall be discontinued when the aggregates are partially compacted with sufficient void in them to permit application of screenings. During rolling slight sprinkling of water may be done, if necessary. Rolling shall not be done when the sub-grade is soft or yielding or when it cause a wave like motion in the sub-grade or sub-base course. The rolled surface shall be checked transversely and longitudinally with templates and any irregularities by loosening the surface, adding or removing necessary amounts of aggregate and re-rolling until the entire surface conforms to desired camber and grade. In no case shall the use of screening be permitted to make up depressions.
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Related to CONSTRUCTION OPERATION OF WBM

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