PCCP Joint Repair, which after inspection by the Engineer, are determined to need PCCP Patching, Full Depth in accordance with 506.08(b), will be paid at 40% of the contract unit price per sq ft for the work represented for both Joint Repair, Partial Depth and Joint Repa ir, Bottom-half. PCCP Patching, Full Depth will be paid at 100% of the contract unit price. During periods of overnight lane closure, if the Engineer inspects an area of joint repair and determines that PCCP Patchi ng, Full Depth in accordance with 506.08(b) is necessary, the joint repair may be complete d if needed to meet the opening to traffic requirement. If completed in order to meet the opening to traffic requirement, the joint 690 repair will be paid at 100% of the contract unit price. Joint repair areas that do not meet the curing requirements of 509.13 shall be removed and replaced at no additional cost to the Department.
Additional removal width to accommodate the Contractor’s equipment shall be at no additional cost to the Department. Removal and replacement of partial de pth patches and snowplowable raised pavement markers as described in 509.16 fo r debonding and other defects shall be at 700 no additional cost to the Department. 509.19 487 DIVISION 600 – INCIDENTAL CONSTRUCTION