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<br />City of Sunny Isles Beach | Invitation to Bid No. 16-04-01 18 <br /> <br />15. RESIN IMPREGNATED CURED IN PLACE PIPE (RICIPP) <br />a. The RICIPP shall be fabricated to a size that when installed will fit the internal circumference <br />of the conduit specified. Allowance shall be made for circumferential stretching during insertion. <br />i. The finished RICIPP shall be fabricated from materials which when cured will be <br />chemically resistant to withstand internal exposure to contaminants associated with <br />stormwater. <br /> <br />ii. A general purpose, unsaturated polyester or epoxy resin and catalyst system shall <br />be furnished that provides cured physical strengths specified herein. <br /> <br />iii. The minimum length shall be what deemed necessary to effectively span the distance- <br />requiring repair. The Contractor shall verify the length in the field before impregnation and <br />his estimate should be based on those lengths. <br /> <br />iv. Physical Strength: The cured RICIPP shall conform to the minimum structural standards, <br />as listed below <br /> <br />Cured RICIPP Standard Results: <br /> <br />Tensile Stress ASTM D-638 3,000 psi <br />Flexural Stress ASTM U-790 4.500 psi <br />Flexural Modulus of Elasticity ASTM N-790 290,000 psi <br /> <br />b. RICIPP / INSTALLATION <br />i. The Contractor shall provide for the flow of stormwater around or through the sections <br />or sections of pipe designated for RICIPP. Any bypass shall be made by plugging the <br />line at an existing upstream manhole and pumping the flow into a downstream manhole <br />or adjacent system. The pump and bypass lines shall be of adequate capacity and size <br />to handle the flow. The Contractor shall be responsible for continuity of the stormwater <br />system during the execution of the work of this contract. In event that stormwater <br />backup occurs, the Contractor shall be responsible for cleanup, repair and property damage <br />costs and claims. <br /> <br />ii. The method of installation of the RICIPP shall be in accordance with design criteria <br />supplied by the manufacturer and approved by the City’s Project Manager. <br /> <br />iii. The RICIPP shall be cured by a circulation of heated water. The water temperature <br />and curing period shall be as recommended by the resin manufacturer. <br /> <br />iv. The hardened RICIPP shall be cooled to a temperature below 100 degrees Fahrenheit <br />before relieving the static head in the inversion process of the inflation pressure used by <br />other methods. Care shall be taken in the release of the static head so that a vacuum will <br />not be developed that could damage the installed RICIPP. <br /> <br />v. The finished RICIPP shall be continuous over the length of repair and be as free as <br />commercially practicable from visual defects such as foreign inclusions, dry spots, and <br />pinholes.