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PGSF WMVD Storm and Combined Sewer - Construction Package 2 Concrete Reinforcing <br />Project No. 180162 03 20 00 - 1 <br /> <br />SECTION 03 20 00 <br />CONCRETE REINFORCING <br />PART 1 GENERAL <br />1.01 DESCRIPTION <br />A. Section includes: Reinforcing steel for use in reinforced concrete. <br />1.02 REFERENCES <br />A. The references listed below are a part of this section. Where a referenced document <br />contains references to other standards, those documents are included as references <br />under this section as if referenced directly. In the event of conflict between the <br />requirements of this section and those of the listed documents, the requirements of this <br />section shall prevail. <br /> <br />Reference Title <br />ACI 117 Specification for Tolerances for Concrete Construction and Materials <br />ACI 315 Details and Detailing of Concrete Reinforcement <br />ACI 318 Building Code Requirements For Structural Concrete <br />ACI SP-66 ACI Detailing Manual <br />ASTM A615 Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement <br />ASTM A706 Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement <br />ASTM A1064 Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for <br />Concrete <br />AWS D1.4 Structural Welding Code - Reinforcing Steel <br />CRSI-PRB Placing Reinforcing Bars <br />CRSI-MSP Manual of Standard Practice <br />1.03 SUBMITTALS <br />A. Action Submittals <br />1. Procedures: Section 01 33 00. <br />2. A copy of this specification section with each paragraph check-marked to indicate <br />specification compliance or marked to indicate requested deviations from <br />specification requirements. <br />3. Check-marks () shall denote full compliance with a paragraph as a whole. <br />Deviations shall be underlined and denoted by a number in the margin to the right of <br />the identified paragraph. The remaining portions of the paragraph not underlined will <br />signify compliance on the part of the Contractor with the specifications. Include a <br />detailed, written justification for each deviation. Failure to include a copy of the <br />marked-up specification sections, along with justification(s) for any requested <br />deviations to the specification requirements, with the submittal shall be sufficient <br />cause for rejection of the entire submittal with no further consideration. <br />4. Mill certificates of mill analysis, tensile, and bend tests for all reinforcing. <br />5. Manufacturer and type of proprietary reinforcing steel splices. Submit a current ICC <br />Report and manufacturer’s literature that contains instructions and <br />recommendations for each type of coupler used.