Specifications include, but are not limited to: Concrete Pavement Replacement. Prior to pavement removal and placing JPC Pavement, obtain the Engineer’s approval of proposed method of construction for ensuring and establishing a smooth profile. Place the replacement JPC in a continuous operation in accordance with the Traffic Control Plan Phasing and as directed by the Engineer. Construct the replacement JPC Pavement with a minimum depth of 9 inches; however, transition the finished grade to match adjacent pavement that is to remain in place; therefore, the actual thickness of the pavement may be greater than 9 inches in some areas. Consolidate the concrete, strike off, machine finish with a vibrating or roller screed, and straightedge the plastic concrete with a straightedge conforming to Section 501.02.18. Test the profile of the finished pavement with a 12-foot straight edge according to Section 501.03.19. Provide positive drainage upon completion of construction. Joint Sealing. Saw, clean, and seal transverse and longitudinal joints as shown on the standard drawings and as directed the Engineer...
