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Approach Slab Design. Specifics will be referenced in the next revision to the bdm. This area is difficult to compact after construction of the abutment/backwall and is prone to settlement.

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Bridge approach slab is a concrete transitional roadway between the bridge deck and the asphalt pavement. (1) the required reinforcement ratio exceeds the allowed maximum reinforcement of flexure, i.e., > max = 0.75 b, meaning that section dimension needs to be increased. Approach slabs shown in plan view cases 1 and 2 represent a typical friction course 1.0 thick.

Slideshow Pouring a Structural Slab JLC Online

(1) the required reinforcement ratio exceeds the allowed maximum reinforcement of flexure, i.e., > max = 0.75 b, meaning that section dimension needs to be increased. However, growing numbers of rough riding and cracked approach slabs with heavy maintenance requirements is sufficient to convince highway agencies that a serious problem exists. Approach slabs shall not be used as foundations for bridge approach barriers as settlement of the approach slab can lead to: The approach slab acts as an intermediate bridge to span the portion of embankment directly behind the abutment/backwall which was excavated to construct the abutment/backwall.