Concrete Equipment Pad Preparation Sample Clauses

Concrete Equipment Pad Preparation. 1. After the concrete is fully cured (sample cylinders, as specified in Section 03300, shall be taken and tested for equipment pads supporting equipment weighing more than 1000 pounds), the equipment pad shall be chipped approximately 3/4 inch – 1 inch, to remove all laitance and defective or weak concrete. A light duty, hand held pneumatic chipper with a chisel type toot shall be used for chipping the foundation. Abrasive blast, xxxx-xxxxxx, xxxx hammers with sharp chisels or needle gun preparation of concrete surfaces to be grouted are not acceptable. The amount of concrete removed shall be such that the final baseplate or soleplate elevation results in not less than 3 inches of grout between the surface of the equipment pad and lower baseplate flange or the underside of the soleplate.
Sample 1
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Concrete Equipment Pad Preparation. 1. After the concrete is fully cured, the top of the equipment pad shall be roughened by chipping the surface. Chipping shall remove all laitance and defective or weak concrete and result in a rough surface profile with a 0.25 inch minimum amplitude. Chipping shall expose broken aggregate without dislodging unbroken aggregate from the cement matrix and shall not cause fractures below the concrete surface. Leveling surfaces of the concrete that have been finished smooth and level for baseplate, soleplate, or mounting block leveling at equipment anchors shall be protected from damage during chipping. A light duty, hand held pneumatic chipper with a chisel type tool shall be used for chipping the equipment pad concrete surface. Abrasive blast, xxxx- xxxxxx, xxxx hammers with sharp chisels, heavy chipping tools, or needle gun preparation of concrete surfaces to be grouted is not acceptable.
Sample 1

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