Precast Concrete Column Sample Clauses

Precast Concrete Column. Panel Units. Precast units shall be installed according to detailed erection drawings furnished by the Contractor and approved by the Engineer. The units shall be erected in a manner to prevent excessive bending about either axis. Precast concrete panels shall be set with the face of the panel plumb and the top of the panel level. Special care shall be taken in setting the bottom panel in an exact horizontal position. The faces of adjacent units shall be flush within a tolerance of plus or minus 1/16 inch. Precast structural members shall be handled carefully at all times so that no overstressing, crazing, chipping, or cracking of the concrete occurs. The post, panel, and other components shall be analyzed by the Contractor to reflect the actual method of construction to be used. The analysis shall be performed to verify that no adverse conditions to any components, as stated above, occur. If required from the analysis, temporary strengthening for the various components may be required and shall be provided by the Contractor. Damaged panels shall not be patched, but rather replaced with new panels. Handling and erection of the panel units and posts shall be performed using suitable equipment. After the precast panels are erected, all lifting hook holes shall be filled with grout. The grout shall be stained to match the color of the panels. Precast concrete noise barriers shall not permit the passage of light after they are erected. If recessed handling inserts are used they shall be the Contractor’s option and responsibility and shall be galvanized according to ASTM A153.
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