§ A168-14. Headwalls.

Latest version.

Headwalls of concrete or mortared stone masonry shall be constructed at the outlet and inlet ends of culvert pipe. Culverts shall extend to the toe of embankment. See Figure 3 for details of construction. The bearing of all headwalls shall have a solid base. If soft material is encountered, it shall be removed and backfilled with select granular subgrade material as defined in § A168-23A of this chapter. It shall be the responsibility of the developer that no headwalls shall crack or become tipped from settlement. An air-entrained concrete mix of 4,000 pounds per square inch after 28 days shall be used.

Amended 3-24-2005 by L.L. No. 1-2005

                    
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