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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />04/08 <br /> <br />Hammer the grout into the hole until dense, and an excess of paste <br />appears on the surface in the form of a spider web. Trowel smooth with <br />heavy pressure. Avoid burnishing. <br /> <br />D. <br /> <br />Rub lightly with a fine carborundum stone at an age of I to 5 days if <br />necessary to bring the surface down with the parent concrete. Exercise <br />care to avoid damaging or straining the virgin skin of the surrounding <br />parent concrete. Wash thoroughly to remove all rubbed matter. <br /> <br />E. <br /> <br />Defective concrete and honeycombed areas shall be chipped reasonably <br />square and at least 1 inch deep to sound concrete by means of hand <br />chisels or pneumatic chipping hammers. Irregular voids or surface stones <br />need not be removed if they are sound, free of laitance, and firmly <br />embedded in the parent concrete, subject to Engineer's final inspection. If <br />honeycomb exists around reinforcement, chip to provide a clear space at <br />least 3/8 inch wide all around the steel. For areas less than 1 1/2 inch <br />deep, the patch may be made in the same manner as described above for <br />filling for tie holes, care being exercised to use adequately dry <br />(nontrowelable) mixtures and to avoid sagging. Thick repairs will require <br />build-up in successive I 1/2 inch layers on successive days, each layer <br />being applied (with slurry, etc.) as described above. To aid strength and <br />bonding of the multiple layer repairs, the Engineer may order the use of <br />Embeco non-shrink, metallic aggregate by the Master Builders Company, <br />Cleveland, OH or lronite by Fox Industries, Madison IL as an additive as <br />follows: <br /> <br />Material <br /> <br />Volumes <br /> <br />Weiqhts <br /> <br />Cement <br />Embeco <br />Sand <br /> <br />1.0 <br />0.15 <br />1.5 <br /> <br />1.0 <br />0.25 <br />1.5 <br /> <br />F. <br /> <br />For very heavy (generally formed) patches; the Engineer may order the <br />addition of pea gravel to the mixture and the proportions modified as <br />follows: <br /> <br />Material Volumes Weights <br />Cement 1.0 1.0 <br />Embeco 0.2 0.33 <br />Sand 1.0 1.0 <br />Pea Gravel 1.5 1.5 <br /> <br />G. <br /> <br />In cases where the Embeco is employed in multiple patches and a rusty <br />finish is not desired on the surface, such as exposed faces of walls, etc., <br />the final layer (or at least the final 1/2 inch) shall be composed of the 1 1.5 <br />grout without Embeco. After hardening, rub lightly as described above for <br />form tie holes. <br /> <br />03300-16 <br /> <br />06-5723 <br />