The Original Working Method Of Concrete Mixing Station Scheduling

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No overflow from concrete washouts is permitted to runoff the site. Upon completion of the concrete work, the concrete will be broken up, removed, and reused on site or hauled away (WM8). Washing of fresh concrete will be avoided, unless runoff can be drained to a bermed or level area, away from storm drain inlets and channels.

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Concrete although testing will be at the discretion of the Engineer if the Engineer feels that unacceptable materials have been used. Acceptance of materials for Class A Concrete commercially produced at a central mixing plant will be based on certification by the central mixing plant that all materials meet the requirements of Subsection 501-2.01

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To know whether or not the concrete performance will be effected by the charging mixing order of three materials including the fine materials, the hydrophobic materials and the poriferous internal curing materials, three kinds of charging mixing order were designed. The slump of fresh mix concrete was tested.

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