(A) All asphaltic and oil type pavements shall be replaced with a hot asphaltic concrete surface conforming to § D3, Hot Asphaltic Concrete Base, Binder and Surface of the latest State Highway Standard Specifications.
(B) The thickness of the pavement shall be equal to that which existed but not less than three inches. Nor less than eight inches of Coarse Aggregate Class A or B, Size No. 53, § K3 of the State Highway Specifications shall be placed under any asphaltic concrete patch unless a concrete base is necessary.
(C) Asphalt placed over a concrete patch shall be cut back six inches around the concrete patch so that the two joints are off-set.
(1998 Code, § 7-77)