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2018-053-E AMS - HM Kern Passmore Addition
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2018-053-E AMS - HM Kern Passmore Addition
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Last modified
7/23/2019 4:16:44 PM
Creation date
2/26/2018 10:49:57 AM
Metadata
Fields
Template:
Contract
Date
1/23/2018
Contract Starting Date
1/23/2018
Contract Document Type
Agreement - Construction
Agenda Item
8-I
Amount
$494,820.00
Document Relationships
2019-180-E AMS - HM Kern Passmore Center landscaping contract amendment
(Message)
Path:
\Board of County Commissioners\Contracts and Agreements\General Contracts and Agreements\2010's\2019
2019-191-E AMS - HM Kern Corporation Passmore Center contract amendment
(Message)
Path:
\Board of County Commissioners\Contracts and Agreements\General Contracts and Agreements\2010's\2019
R 2018-053 AMS - HM Kern Passmore Expansion
(Attachment)
Path:
\Board of County Commissioners\Contracts and Agreements\Contract Routing Sheets\Routing Sheets\2018
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DocuSign Envelope ID: 313DA256 -1EDE- 4396- A716- 4C53B809027E <br />JERRY M. PASSMORE CENTER ADDITION AND RENOVATION <br />HILLSBOROUGH, NORTH CAROLINA <br />0c1B.`lI1/:11a1.11 I0163M]2L01I21 1 141k1KI M0 <br />A. General: Comply with joint - sealant manufacturer's written installation instructions for products <br />and applications indicated unless more stringent requirements apply. <br />B. Joint - Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of <br />joint sealants as applicable to materials, applications, and conditions indicated. <br />C. Install joint - sealant backings of kind indicated to support joint sealants during application and at <br />position required to produce cross - sectional shapes and depths of installed sealants relative to <br />joint widths that allow optimum sealant movement capability. <br />1. Do not leave gaps between ends of joint - sealant backings. <br />2. Do not stretch, twist, puncture, or tear joint- sealant backings. <br />3. Remove absorbent joint - sealant backings that have become wet before sealant application <br />and replace them with dry materials. <br />D. Install joint sealants using proven techniques that comply with the following and at the same <br />time backings are installed: <br />1. Place joint sealants so they directly contact and fully wet joint substrates. <br />2. Completely fill recesses in each joint configuration. <br />3. Produce uniform, cross - sectional shapes and depths relative to joint widths that allow <br />optimum sealant movement capability. <br />E. Tooling of Nonsag Joint Sealants: Immediately after joint - sealant application and before <br />skinning or curing begins, tool sealants according to the following requirements to form <br />smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure <br />contact and adhesion of sealant with sides of joint: <br />1. Remove excess joint sealant from surfaces adjacent to joints. <br />2. Use tooling agents that are approved in writing by joint - sealant manufacturer and that do <br />not discolor sealants or adjacent surfaces. <br />F. Provide joint configuration to comply with joint - sealant manufacturer's written instructions <br />unless otherwise indicated. <br />3.4 CLEANING <br />A. Clean off excess joint sealant or sealant smears adjacent to joints as the Work progresses, by <br />methods and with cleaning materials approved in writing by manufacturers of joint sealants and <br />of products in which joints occur. <br />3.5 PROTECTION <br />A. Protect joint sealants, during and after curing period, from contact with contaminating <br />substances and from damage resulting from construction operations or other causes so sealants <br />are without deterioration or damage at time of Substantial Completion. If, despite such <br />CONCRETE PAVING JOINT SEALANTS 321373-4 <br />
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