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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 />H. Before form material is re-used, all surfaces in contact with concrete shall <br />be thoroughly cleaned, all damaged places repaired, all projecting nails <br />withdrawn, all protrusions smoothed and in the case of wood forms <br />pre-oiled. <br /> <br />I. Form ties encased in concrete shall be designed so that after removal of <br />the projecting part, no metal shall be within 1-inch of the face of the <br />concrete. That part of the tie to be removed shall be at least 1/2-inch <br />diameter or be provided with a wood or metal cone at lease 1/2-inch in <br />diameter and 1-inch long. Form ties in concrete exposed to view shall be <br />the cone-washer type equal to the Richmond "Tyscru". Throughbolts or <br />common wire shall not be used for form ties. <br /> <br />3.07 PLACING AND COMPACTING <br /> <br />A. Unless otherwise permitted, the work begun on any day shall be <br />completed in daylight of the same day. <br /> <br />B. Concrete is not to be placed until reinforcing steel, pipes, conduits, <br />sleeves, hangers, anchors and other work required to be built into <br />concrete have been inspected and approved by the Engineer. Remove <br />water and foreign matter from forms and excavation. All soil bottom for <br />slabs and footings shall be approved by the Engineer before placing <br />concrete. <br /> <br />C. Transport concrete from mixer to place of final deposit as rapidly as <br />practicable by methods which prevent separation of ingredients and <br />displacement of reinforcement, and which avoid rehandling. Partially <br />hardened concrete is not to be used. <br /> <br />D. "Cold joints" are to be avoided, but if they occur, are to be treated as <br />bonded construction joints. <br /> <br />E. At construction joints the surfaces of the concrete already placed, <br />including vertical and inclined surfaces, shall be thoroughly cleaned of <br />foreign materials and laitance, and weak concrete and roughened with <br />suitable tools to expose a fresh face. At least two hours before and again <br />shortly before the new concrete is deposited, the joints shall be saturated <br />with water. After glistening water disappears, the joints shall be given a <br />thorough coating of neat cement slurry mixed to the consistency of very <br />heavy paste. The surfaces shall receive a coating at least its-inch thick, <br />well scrubbed-in by means of stiff bristle brushes whenever possible. <br />New concrete shall be deposited before the neat cement dries. <br /> <br />F. Deposit concrete to maintain, until the completion of the unit, a horizontal <br />plastic surface. Vertical lifts shall not exceed 24-inches and preferably <br />18-inches. <br /> <br />04/08 <br /> <br />03300-11 <br /> <br />06-5723 <br />