Laserfiche WebLink
t under conditions approved by the Engineer. <br /> 2 <br /> 3 B. No concrete shall be placed in the work after it has begun to set. No concrete can be <br /> 4 placed more than one hour after it has been mixed. <br /> 5 <br /> 5 C. If transit mix is used, the rate of delivery, haul time, mixing time and hopper capacity shall <br /> 1 7 be such that all mixed concrete delivered shall be placed in the forms within one hour from <br /> 8 the time of introduction of cement and water to the mixer. All concrete shall be kept <br /> 9 continuously agitated until discharged in the hopper at the job site. <br /> io <br /> 11 D. Ready-mixed concrete shall be batched, mixed, and transported in accordance with ASTM <br /> 12 C94 and Chapter 7 of ACI 301. Plant equipment and facilities shall conform to the "Check <br /> 13 List for Certification of Ready Mixed Concrete Production Facilities" of the National Ready <br /> ' 14 Mixed Concrete Association. <br /> is <br /> 15 3.04 CONCRETE HANDLING & PLACEMENT <br /> ' n <br /> 15 A. Excavations and Formwork: <br /> 19 <br /> 20 1. Excavations shall be kept free from water while concrete is being placed, cured and <br /> 21 finished therein. Fresh concrete shall be protected at all times from running water. <br /> 22 <br /> 23 2. Before placing concrete, all form work shall be cleaned of dirt and construction debris, <br /> ' 24 water-drained, reinforcement securely and properly fastened in its correct position, forms <br /> 25 at construction joints re-tightened, all bucks, sleeves, hangers, pipes, conduits, bolts, <br /> 25 wires, etc., installed. No concrete shall be placed before the forms and all work that is <br /> 27 to be embedded have been set and observed by the Engineer. <br /> 2e <br /> zs B. Concrete Placement: <br /> 30 <br /> 31 1. The working schedule and schedule of placement shall be as shown on the plans and <br /> 32 worked out in conjunction with the Engineer. The schedule shall be worked out prior <br /> 33 to commencement of work, and shall be rigidly adhered to. <br /> 34 <br /> 35 2. Concrete shall be conveyed from the mixer to the place of final deposit as rapidly as <br /> 38 practicable by methods which will prevent the separation or loss of the materials. The <br /> 37 concrete shall be deposited in the forms as nearly as practicable in its final position to <br /> ' 38 avoid rehandling. <br /> 39 <br /> 40 3. Concrete shall be placed and consolidated by methods that will not cause segregation <br /> 41 of the aggregates and will result in a dense homogeneous concrete which is free of <br /> 42 voids and rock pockets. All concrete shall be used while fresh and before it has taken <br /> 43 an initial set. Re-tempering any partially hardened concrete with additional water will not <br /> 44 be permitted. <br /> I 45 <br /> as 4. Surfaces on which concrete is to be placed shall be thoroughly moistened with water <br /> 47 immediately before placing concrete. <br /> 4 <br /> 499 <br /> 50 5. Concrete shall not be deposited on frozen or ice-coated ground nor on ice-coated forms, <br /> ' St reinforcing steel, embedded items or construction joints. <br /> 52 <br /> CONCRETE <br /> 042894 03100-7 <br />