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2008-213 (8)
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2008-213 (8)
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Last modified
4/6/2016 10:48:14 AM
Creation date
10/1/2015 12:22:55 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
07/01/2008
Control Number
2008-213
Agenda Item Number
8.AA.
Entity Name
Ocean Gate General Contractors
Subject
Wabasso Beach Park Restoration
Area
Wabasso Beach
Bid Number
2008032
Supplemental fields
SmeadsoftID
7475
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D . Product Certificates: For each type of joint sealant and accessory, signed by product manufacturer. <br /> E. SWRI Validation Certificate : For each elastomeric sealant specified to be validated by SWRI's Sealant <br /> Validation Program, <br /> F. Qualification Data: For Installer. <br /> G. Preconstruction Field Test Reports : Indicate which sealants and joint preparation methods resulted in <br /> optimum adhesion to joint substrates based on preconstruction testing specified in Quality Assurance <br /> Article. <br /> H. Field Test Report Log : For each elastomeric sealant application. <br /> I. Product Test Reports : Based on comprehensive testing of product formulations performed by a qualified <br /> testing agency, indicating that sealants comply with requirements. <br /> J. Warranties : Special warranties specified in this Section. <br /> 1 . 5 QUALITY ASSURANCE <br /> A. Installer Qualifications : Manufacturer's authorized Installer who is approved or licensed for installation <br /> of elastomeric sealants required for this Project. <br /> B . Source Limitations : Obtain each type of joint sealant through one source from a single manufacturer. <br /> C . Preconstruction Field-Adhesion Testing: Before installing elastomeric sealants, field test their adhesion <br /> to Project joint substrates as follows : <br /> 1 . Locate test joints where indicated on Project or, if not indicated, as directed by Architect. <br /> 2 . Conduct field tests for each application indicated below: <br /> a. Each type of elastomeric sealant and joint substrate indicated. <br /> b. Each type of nonelastomeric sealant and joint substrate indicated. <br /> 3 . Notify Architect seven days in advance of dates and times when test joints will be erected. <br /> 4 . Report whether sealant in joint connected to pulled-out portion failed to adhere to joint substrates <br /> or tore cohesively. Include data on pull distance used to test each type of product and joint <br /> substrate. For sealants that fail adhesively, retest until satisfactory adhesion is obtained. <br /> 5 . Evaluation of Preconstruction Field-Adhesion-Test Results : Sealants not evidencing adhesive <br /> failure from testing, in absence of other indications of noncompliance with requirements, will be <br /> considered satisfactory. Do not use sealants that fail to adhere to joint substrates during testing. <br /> 1 . 6 PROJECT CONDITIONS <br /> A. Do not proceed with installation of joint sealants under the following conditions : <br /> 1 . When ambient and substrate temperature conditions are outside limits permitted by joint-sealant <br /> manufacturer or are below 40 deg F (5 deg C) . <br /> 2 . When joint substrates are wet. <br /> 3 . Where joint widths are less than those allowed by joint-sealant manufacturer for applications <br /> indicated. <br /> Wabasso Beach Park <br /> Indian River County <br /> DAA Project No. 6008 <br /> 07920 - 2 <br />
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