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SECTION 4 – SANITARY <br />46 <br />5.) Resin Components: The resin system shall be a corrosion resistant polyester, vinyl ester, or <br />epoxy and catalyst system that when properly cured within the tube composite meets the <br />requirements of ASTM F1216 and ASTM F1743, the physical properties herein, and those <br />which are to be utilized in the Design of the CIPP for this project. The resin shall produce <br />CIPP which will comply with the structural and chemical resistance requirements of this <br />specification. The resin used shall not contain non-strength enhancing fillers. <br />6.) Bypass Requirements: See Section 4-3.4 for requirements. <br />7.) The Contractor shall ensure that resin curing water release over an extended period shall not <br />cause dry weather overflows. <br />4-2.7 STRUCTURE LINING <br />4-2.7 (a) GENERAL <br />1.) Materials are to be kept dry, protected from weather, and stored under cover. <br />2.) Materials are not to be stored below fifty (50) degrees Fahrenheit. Care should be taken to not <br />store near open flame, heat, or strong oxidants. <br />3.) Materials are to be handled according to their Safety Data Sheets (SDS). <br />4-2.7 (b) SUBMITTALS FOR STRUCTURAL (SEWER AND STRUCTURES) LINING PROJECTS <br />Submit the following items to the City Engineer: <br />1.) Pre and Post lining video inspections. <br />2.) Technical data sheet on each product used, including ASTM test results indicating the product <br />conforms to, and is suitable for, its intended use per these specifications. <br />3.) Third party testing verifying the short-term Modulus of Elasticity used on this project, <br />minimum of 735,000 psi. <br />4.) Third party verifying Flexural Strength used on this project, minimum 14,000 psi for structural <br />rehabilitation. <br />5.) Third party testing verifying long term Flexural Modulus of Elasticity, minimum of 529,000 <br />psi. This third-party testing will verify the long-term reduction factor (Creep Analysis) of a <br />minimum of seventy percent (70%). This long-term reduction factor verification shall be <br />conducted utilizing ASTM D2990-01 via a third party, independent certified laboratory. <br />6.) Bypass plan including pump sizing calculations. <br />7.) Traffic Maintenance and Control Plan