A six-inch thick concrete slab reinforced with number three reinforcing bars at eighteen inches on center each way rests over a variable thickness concrete layer denoted as T and a twelve-inch layer of compacted fill compacted to ninety-five percent per the geotechnical report. A sawcut control joint is formed in the top of the slab to a depth of T over four, with a minimum depth of one and one-quarter inches. The slab thickness matches the truck court slab thickness unless noted otherwise.
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