9−71and materials, including legal disposal of the sweepings, and all incidentals required to finish the work, complete and accepted by the Engineer. 931.05.2 Cleaning and Sweeping Pavement for Statewide Striping Contracts. The accepted quantity of "Cleaning and Sweeping Pavement for Statewide Striping Contracts" will be paid for at the contract unit price per day as listed in the Proposal. The price so-stated constitutes full and complete compensation for all labor, equipment, and materials, including legal disposal of the sweepings, and all incidentals required to finish the work, complete and accepted by the Engineer. Payment for cleaning and sweeping pavements to remove materials deposited thereon during normal, uninterrupted construction operations is paid for under SECTION 401; DENSE GRADED HOT MIX ASPHALT (HMA) PAVEMENTS , of these Specifications.
932.01 DESCRIPTION. This work consists of cutting back and matching cuts in both Portland
cement and bituminous concrete pavements to the required depths of the specified course, or courses, at the locations indicated on the Plans or as directed by the Engineer, all in accordance with these Specifications. 932.01.1 Cold Joints. This work also includes the installation of cold joints if such joints occur during paving operations.
932.02 MATERIALS. Not applicable.
932.03 CONSTRUCTION METHODS. The method of cutting shall be approved by the Engineer
prior to the commencement of construction operations. The sections of existing pavement to be removed, surface course, base course, or combination thereof, shall be cut along the neat lines shown on the Plans or as directed by the Engineer. A vertical cut of at least 2½-inches deep shall be made along the designated lines. The pavement to be removed shall then be chipped and removed. The edge of the cut joint shall be thoroughly cleaned by sweeping and blowing with compressed air. The clean edge shall then be protected by adequate measures until the new pavement is placed and matched thereto. Any existing pavement, surface course, base course, or combination thereof, beyond the neat lines called for on the Plans that is damaged or destroyed by the Contractor's operations shall be either repaired or replaced at no additional cost to the State. 932.03.1 Cold Joints. If, as a result of paving operations, a cold joint occurs, the Contractor will install the joints as directed by the Engineer. 9−72 932.04 METHOD OF MEASUREMENT. "Cutting and Matching Pavement" will be measured by the length in linear feet of cuts actually m ade on designated courses of pavement in accordance with the Plans and/or as directed by the Engineer.
932.05 BASIS OF PAYMENT. The accepted quantities of "Cutting and Matching Pavement" of the
types specified will be paid for at their respective contract unit prices per linear foot as listed in the Proposal. The prices so-stated constitute full and complete compensation for all labor, materials and equipment and all incidentals required to finish the work, complete and accepted by the Engineer. 932.05.1 Cold Joints. No additional payment will be made for installation of cold joints if such joints are caused by the Contractor's sequence of paving operations. SECTION 933 SAW CUTTING OF PAVEMENTS FOR INSTALLATION OF TRAFFIC COUNT LOOP DETECTORS
933.01 DESCRIPTION. This work consists of saw cutting a slot into existing pavement surfaces
for the purpose of installing a traffic count loop detector at the locations indicated on the Plans, all in accordance with these Specifications. 933.02 MATERIALS. Not applicable.
933.03 CONSTRUCTION METHODS. Representatives of the Department will establish the
location for the traffic count loop detectors. The Contractor shall then cut a slot into the existing pavement surface 7/32-inch in width and between 1½-inches and 2½-inches in depth depending upon the thickness of the final surface course. The method of saw cutting shall be approved by the Engineer prior to the start of construction operations. The cutting of the slot is the Contractor's only responsibility under this item of work. The cutting of the slot must be made prior to the placement of the final surface course regardless of the specified thickness of that course. Personnel from the Department will provide all labor and materials required to install the detector loop wire and to subsequently seal the cut at each location. 933.04 METHOD OF MEASUREMENT. "Saw Cutting of Pavements for Installation of Traffic Count Loop Detectors" will be measured by the length in linear feet of the slots actually cut in accordance with the Plans and/or as directed by the Engineer. 933.05 BASIS OF PAYMENT. The accepted quantity of "Saw Cutting of Pavements for Installation of Traffic Count Loop Detectors" will be paid for at the contract unit price per linear foot as listed in