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SECTION 14 <br /> <br />REINFORCED CONCRETE PIPE <br /> <br />14-01 <br /> <br />14-02 <br /> <br />Reinforced Concrete Pipe shall conform to the applicable provisions of <br />Section 65 of the Standard Specifications'with the following modifica- <br />tions: <br /> <br />a. Reinforced concrete pipe shall conform to the specifications of <br /> AASHO Designation: M 170 or ASTM Designation: C 76. All <br /> reinforced pipe shall be Class III, unless otherwise shown on the <br /> plans. <br /> <br />b. Pipe joints shall be of the tongue and groove type, or approved <br /> equal. <br /> <br />Excavation and backfill shall conform to Sections 12 and 13 of <br />these Specifications. <br /> <br />d. All reinforced concrete pipe shall require sealing by filling <br /> outside joint with concrete mortar. <br /> <br />All pipe may be rejected if poor quality control of product is <br />indicated, or indications of improper handling of product. <br />Rejection standards will conform to AASHTO Designation: M86-65. <br /> <br />Measurement and Payment. The quantity to be paid for will be the number <br />of lineal feet of pipe properly installed, measured horizontally from <br />center of structure to center of structure or end of pipe or connection <br />to another pipe with no allowance for joints. <br /> <br />Payment will be at the contract unit price per lineal foot for the <br />various sizes of pipe installed and shall include trenching, furnishing <br />and installing pipe, connection to another pipe, furnishing, placing and <br />compacting backfill and all other incidentals. <br /> <br />CDS.1.13 14-1 <br /> <br /> <br />