Deep Patch Sample Clauses

Deep Patch. 1. Deep patch shall consist of removing and replacing the entire pavement section, including surface course(s) and base course, to a minimum depth of 6 inches below the proposed finished pavement grade, and shall include compaction of the subgrade. The existing pavement within the limits of the patch shall be removed in square or rectangular sections. Pavement cuts shall be straight and vertical and shall be cut with a saw or air spade. Forms shall be used for the placement of deep patch materials where directed by the Engineer. The patch area shall be cleaned and all existing materials removed unless otherwise directed by the Engineer. 2. The exposed subgrade shall be compacted by rolling or by other approved equipment and shall be compacted to 100% of Standard Xxxxxxx (Method D) as specified in Section 210, Trenching and Backfilling. Where unstable subgrade is encountered, the Contractor shall undercut the subgrade and backfill with crushed stone or select material as authorized and directed by the Engineer and as specified in Section 210. 3. Replacement of the base shall include furnishing and installing Portland Cement Concrete Base (High Early Strength) to a minimum depth of 6 inches. A tack coat shall be applied to the surface of the concrete at a rate of 0.10 to 0.15 gallons per square-yard, prior to placement of the asphalt surface. 4. The surface of the deep patch shall be given a “Tined” finish. The deep patch shall be floated, and then a metal tine finishing device shall be used to cut continuous grooves across the surface of the deep patch. The grooves produced shall be transverse to the centerline of the pavement and shall be from 1/8 inch to 3/16 inch in depth and width. The grooves shall be spaced on 1/2 inch to 3/4 inch centers. 5. The Engineer shall decide when the base course shall be opened to traffic and/or when placement of pavement surfacing can proceed. The base course shall not be subjected to any traffic until it has reached 75% of the design strength. If High Early Strength Concrete is used, the base course may be opened to traffic in 24 hours, or earlier if previous test data indicates adequate strengths. Traffic may be placed on the deep patch areas prior to placement of the overlay if temporary ramps, constructed of asphalt concrete cold plant mix, are installed to provide smooth transitions between patch areas and existing pavement surface.
Sample 1
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