§ 9-7-16 Reinforced concrete pipe.

   (a)   Reinforced concrete pipe shall conform to ASTM C76, AASHTO M170, and to the following requirements:

      (1)   Pipe lengths shall be not less than 8 feet.

      (2)   Pipe shall be Class III minimum per ASTM C76.

      (3)   Pipe shall be designed for a Type 2 laying condition at the design depth of cover.

      (4)   Storm sewer mains:

         a.   Joint shall be modified tongue and groove.

         b.   Use flexible plastic joint material.

   (b)   Concrete flared end sections shall be reinforced and meet all applicable requirements of ASTM C76.

(Ord. of 11-7-16, No. 10-16)