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Gateway Park Center PERKINS+WILL <br /> 810495.00 <br />12/06/18 <br />033000-5 Cast-In-Place Concrete <br />(3)If early concrete strengths are required, Contractor <br />shall submit trial mixture results as required. <br />xiv.Manufacturer's product data for each type of admixture. <br />xv.Manufacturer’s certification that all admixtures used are <br />compatible with each other. <br />xvi.All information indicating compliance with Contract <br />Documents including method of placement and method of <br />curing. <br />xvii.Normalweight Concrete: Density per ASTM C 138. Design <br />the mix to produce the strength, modulus of elasticity and <br />density as indicated on the Contract Documents. <br />xviii.Certification from a qualified testing agency indicating <br />absence of deleterious expansion of concrete due to alkali <br />aggregate reactivity in accordance with ASTM C 33 <br />3.Concrete Travel Times to the Project Site: Submit for record. <br />4.Hot and Cold Weather Procedures: Submit for record written procedures <br />for placement of concrete in hot and cold weather conditions. Hot and <br />Cold weather are as defined in the Concrete Placement section of this <br />Specification. <br />5.Product Data: Submit for action product data clearly marked to indicate <br />locations to be used and all technical information which specifies full <br />compliance with this section and Contract Documents, including <br />published application instructions, product characteristics, compatibility, <br />and limitations for each of the following: <br />a)Bonding agents. <br />b)Curing compound and liquid sealer densifier. Submit for record to <br />Design Professionals a written statement guaranteeing that the <br />compound will not leave discoloration on concrete to be left <br />exposed, or affect the bond for paint or other applied finishes. <br />Include provision in written statement that in the event of failure of <br />applied finishes to bond to membrane cured concrete, to remove <br />the curing compound and leave suitable surfaces for bonding such <br />finishes. <br />c)Absorptive covers and moisture retaining covers. <br />d)Vapor Retarder: See Division 7, Thermal and Moisture Protection. <br />e)Self-leveling concrete topping. <br />f)Grout: Submittal of grout by manufacturers not listed herein must <br />be accompanied by independent certification of ASTM C 1107 <br />compliance without modification of standard methods. <br />g)Other products proposed by Contractor <br />6.Concrete Joint Locations: Submit for action plans indicating locations and <br />details of construction joints, contraction joints, waterstops, sleeves, <br />embedments, etc. that interact with the joints. Contractor to coordinate <br />joint location with reinforcement shop drawings. Reinforcement shop <br />drawings shall indicate additional reinforcement bars where required at <br />construction joints.