Saw Cutting Sample Clauses

Saw Cutting. Use a saw equipped with a diamond-tipped blade, a blade guard, alignment guides, water cooling system, and cut-depth controls for saw cutting the perimeter of the patch. Do not allow cooling water, slurry, and dust from the sawing operation to enter any lane opened to traffic. Make all required full depth longitudinal saw cuts along the perimeter of the patch prior to making any full depth transverse saw cuts. Where only one lane is being patched, make a full depth saw-cut in the existing longitudinal joint for the full length of the patch. Where multiple lanes are being patched one lane at a time, perform one of the following: • Make a full depth saw-cut within the adjacent lane to be patched. Make the saw-cut parallel and not more than 1 foot from the existing longitudinal joint. Form the patch joint in the same location as the existing longitudinal joint and backfill behind the forms with aggregate at no additional cost to the Department. • Make a full depth saw-cut in the existing longitudinal joint for the length of the patch and insert a temporary rigid separator between the adjacent lane and the patch area. Do not use a temporary rigid separator greater than 1/8 inch thick. Make full depth transverse saw- cuts at the locations marked on the pavement surface. Do not break back the underside of the existing pavement. If break back or spalling occurs, make a new full depth transverse saw-cut beyond the area of break back or spalling. Place the additional length of patch at no expense to the Department. If break back or spalling occurs in the adjacent lane, repair the damaged area at a minimum with a full depth Type A concrete patch at no additional expense to the Department. Full depth saw cuts at the patch limits will be allowed to extend transversely into the adjacent pavement up to full depth + 2 inches provided dowel bars in the adjacent lane are not damaged. Additional full depth transverse saw cuts will be allowed to facilitate slab removal but may not extend transversely into the adjacent pavement to remain in place.
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Saw Cutting. This work shall consist of saw cutting existing concrete and bituminous pavement, concrete curb and gutter driveway pavement, and sidewalk as shown in the plans and as directed by the Engineer.
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Saw Cutting. When pre-authorized by Juab County in writing, saw cutting is required on all existing asphalt surfaces before material is removed. The pavement shall be cut in neat, vertical, straight lines, to allow for specified compaction densities along the face of the cut. Any pavement outside the trench, which is damaged, shall be removed in a neat straight line. All concrete surfaces shall be removed to the nearest control joint (or score line). Some concrete surfaces may require saw cutting. Hydra hammers are not allowed. A stable, sound, durable, smooth, prompt and safe asphalt restoration must be accomplished. The restored pavement shall blend with the surrounding surface both in appearance and riding quality. The restored pavement should be broomed off, wiped up, and hosed down.
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Saw Cutting. The cost for saw cutting shall be incidental to other items in the Contract; therefore, there will be no separate payment for saw cutting.
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