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2024-195-E-Solid Waste-Moffat Pipe-Drainage Repairs
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2024-195-E-Solid Waste-Moffat Pipe-Drainage Repairs
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Last modified
5/28/2024 8:07:49 AM
Creation date
5/28/2024 7:59:25 AM
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Contract
Date
3/31/2024
Contract Starting Date
3/31/2024
Contract Ending Date
4/7/2024
Contract Document Type
Contract
Amount
$341,995.00
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DocuSign Envelope ID:07A4359F-6D47-4987-B1F1-BF667ACBB3BA <br /> e. Membrane-Forming Curing Compound: Apply uniformly in continuous operation <br /> by power spray or roller in accordance with manufacturer's written instructions. <br /> 1) Recoat areas subject to heavy rainfall within three hours after initial <br /> application. <br /> 2) Maintain continuity of coating and repair damage during curing period. <br /> 3.9 TOLERANCES <br /> A. Conform to ACI 117. <br /> 3.10 JOINT FILLING <br /> A. Prepare,clean, and install joint filler in accordance with manufacturer's written instructions. <br /> 1. Defer joint filling until concrete has aged at least one month. <br /> 2. Do not fill joints until construction traffic has permanently ceased. <br /> B. Remove dirt,debris, saw cuttings, curing compounds, and sealers from joints; leave contact <br /> faces of joints clean and dry. <br /> C. Install semirigid joint filler full depth in saw-cut joints and at least 2 inches deep in formed <br /> joints. <br /> D. Overfill joint, and trim joint filler flush with top of joint after hardening. <br /> 3.11 CONCRETE SURFACE REPAIRS <br /> A. Defective Concrete: <br /> 1. Repair and patch defective areas when approved by Architect. <br /> 2. Remove and replace concrete that cannot be repaired and patched to Architect's approval. <br /> B. Patching Mortar: Mix dry-pack patching mortar, consisting of 1 part portland cement to 2-1/2 <br /> parts fine aggregate passing a No. 16 sieve,using only enough water for handling and placing. <br /> C. Repairing Formed Surfaces: Surface defects include color and texture irregularities, cracks, <br /> spalls, air bubbles, honeycombs, rock pockets, fins and other projections on the surface, and <br /> stains and other discolorations that cannot be removed by cleaning. <br /> 1. Immediately after form removal, cut out honeycombs,rock pockets, and voids more than <br /> 1/2 inch in any dimension to solid concrete. <br /> a. Limit cut depth to 3/4 inch. <br /> b. Make edges of cuts perpendicular to concrete surface. <br /> C. Clean, dampen with water, and brush-coat holes and voids with bonding agent. <br /> Orange County Solid Waste Drainage Repairs DAA 2200365/TRC 017055.0000.0000 <br /> Drainage Repair Project November 2023 <br /> Orange County, NC 033000-14/19 <br />
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