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D. Convey grout from mixer to place of final deposit by means which will prevent segregation or loss of material. Do <br /> not let grout fall freely more than four(4)feet. <br /> PART 2: PRODUCTS <br /> 2.01 MANUFACTURERS <br /> A. Quality of manufacturers: The products named herein are specified to establish standards of quality and <br /> performance. The manufacturers approved for grout are U. S. Grout Corporation, Master Builders, Sonneborn, <br /> Euclid Chemical Company,W.R.Meadows,and L&M Construction Chemicals. <br /> 2.02 MATERIALS <br /> A. Equipment, Anchor Bolt and Base Plate Grouting: Non-metallic, non-staining, non-shrink cemetitious grout, <br /> ASTM C1107. Compressive strength shall be a minimum of 5000 p.s.i. at 28 days and a 1 day strength of 3000 <br /> p.s.i. <br /> B. Surface Repairs: For repair of concrete surfaces use the grout specified for equipment. Use an epoxy bonding <br /> compound to bond the repair grout to existing concrete. <br /> PART 3: EXECUTION <br /> 3.01 INSTALLATION <br /> A. Equipment and Base Plate Grouting: Proportion grout in accordance with the manufacturer's recommendations. <br /> Remove all loose or foreign materials which would prevent bond between the grout and mating surfaces. Clean and <br /> thoroughly moisten surfaces prior to starting Work. Completely fill all recesses and assure grout material is in <br /> complete contact with all steel and concrete surfaces. <br /> B. Anchor Bolt Grouting: Drill or cast in the concrete holes at locations shown on the plans or shop drawings. Make <br /> size of holes at least 1/2"larger than the bolt or dowel to be grouted. Clean and wet holes. Remove all loose water <br /> from the holes, fill about two-thirds full with grout; rod thoroughly to remove any entrapped air; insert the bolt or <br /> dowel and secure in place by use of templates. <br /> C. Surface Repairs to Concrete: Chip out concrete area requiring repairs to sound concrete. Clean reinforcing if <br /> exposed. Cut or saw edges to give a minimum of 1/2" surface perpendicular to the surface to be repaired. Coat all <br /> surfaces to be repaired with an epoxy bonding compound prior to placing the grout. See Concrete Specification , <br /> 03300 for curing requirements. <br /> END OF SECTION 03600 <br /> 03600-2 No.99132-CP2 , <br />