Application of Crack and Joint Sealant. No sealant material shall be installed until all cracks and joints to be sealed have been inspected and approved by Public Works. The sealant shall be applied in the crack or joint reservoir uniformly from the bottom to the top and shall be filled without formation of entrapped air or voids. Pouring pots or gravity-fed sealant applicators shall not be used for sealing cracks and joints. Joints and cracks shall be filled flush with the surface and any overfill shall be squeegeed so that the overband cap does not exceed 1/16” above the surface and the width does not exceed 2” beyond the crack edges. All overbanding shall be kept to a minimum. After the sealant has cooled, settling shall not exceed 3/8” below the surface. 1 Mobilization & Bonds LS 1.00 2 Project Superintendent LS 1.00 3 Crack & Joint Seal (Concrete Streets) LF 629,615.00 4 Project/Informational Signage LS 1.00
