My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2011-226B.1
CBCC
>
Official Documents
>
2010's
>
2011
>
2011-226B.1
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/17/2016 2:18:33 PM
Creation date
10/1/2015 3:12:48 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
11/01/2011
Control Number
2011-226B.1
Agenda Item Number
8.N.
Entity Name
Goodson Paving
Subject
Contract and Specifications Old Dixie Sidewalk
Volume II
Area
Old Dixie Highway from 38th Lane to 65th St.
Project Number
0845
Bid Number
2011045
Supplemental fields
SmeadsoftID
10419
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
263
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
560-9 . 8 Thickness of Coats : Apply coatings to the thickness as identified in the <br /> manufacturer ' s product data sheet. After application of each coat, thoroughly inspect the surfaces <br /> and measure the dry film thickness (DFT) in accordance with SSPC -PA 2 . When the DFT is <br /> deficient or excessive , correct in accordance with the coating manufacturer ' s recommendations <br /> and retest the area. <br /> 560-9 .9 Coating Drying, and Curing : Apply coatings within the time specified by the <br /> coating manufacturer ' s product data sheet for drying and recoating . Test the coating for proper <br /> cure before handling and shipping . Test for cure in accordance with the manufacturer ' s <br /> recommended method. Meet the requirements of ASTM D 4752 for inorganic zinc primers or <br /> F <br /> ASTM D5402 for organic zinc primers when the manufacturer ' s technical data sheet does not <br /> state a specified cure test. Obtain the acceptance criteria from the coating manufacturer and <br /> report the results to the Engineer. <br /> Prior to assembling bolted connections , test and verify that the primer coating on <br /> the faying surfaces has cured to a resistance rating of 5 in accordance with ASTM D 4752 , <br /> ASTM D 5402 , or the coating manufacturer ' s requirements . If cure testing is performed per the <br /> coating manufacturer ' s requirements , submit the test results to the Engineer for approval prior to <br /> assembling the bolted connection . <br /> 560-9 . 10 Coating Finish : Apply each coat free of runs , sags , blisters , bubbles, and mud <br /> cracking; variations in color, gloss , or texture ; holidays ; excessive film buildup ; foreign <br /> contaminants ; orange peeling ; and overspray. <br /> 560- 10 Touchup and Repair. <br /> Clean and coat all welds , rivets , bolts , and all damaged or defective coating and rusted <br /> areas in accordance with 560 -7 and 560- 9 . Upon approval by the Engineer, aluminum mastic <br /> may be used in accordance with the manufacturer ' s recommendations . Aluminum mastic must <br /> contain aluminum pigment and minimum 80% volume solids . <br /> 560- 11 Coal Tar-Epoxy Coating of Permanent Bulkhead Sheet Piles and H Piles . <br /> 56041 . 1 Surface Preparation : Prepare the substrate in accordance with 560-7 . Provide <br /> a depth of anchor profile in accordance with the manufacturer ' s product data sheet, but in no <br /> case less than 2. 5 mils . Re-blast piles not coated during the same shift or if the surface to be <br /> coated no longer meets the requirements SSPC - SP 10 . <br /> 560- 11 . 2 Application of Coating : Unless otherwise shown in the Contract Documents , <br /> apply the inorganic zinc and coal tar-epoxy coatings to all sides of H piles and the exposed side <br /> of sheet and pipe piles from the top of the piles to a depth of five feet below the lower of the <br /> design ground surface or the design scour depth . Apply the inorganic zinc in accordance with <br /> this Section . Apply the coal tar-epoxy in accordance with the following specific requirements : <br /> ( 1 ) Apply the coal tar- epoxy system in two coats . The time interval between the <br /> first coat and the second coat will be in strict accordance with the coating manufacturer ' s <br /> published specifications . Apply the first coat to yield a dry film thickness of 8 to 10 mils . Apply <br /> the second coat to attain a total dry film thickness of the two coats between 16 and 20 mils . For <br /> sheet piles , give the inside portion of the interlock claw and the interlock ball a single coat that <br /> will yield a dry film thickness of 2 to 4 mils . Build up and puddling of the coating in these areas <br /> is not permitted . <br /> (2) Ensure that no portion of the coating is less than the specified minimum film <br /> thicknesses . The total minimum film thickness for any combination of coats will be the sum total <br /> of the averages of the specified thickness range of the individual coats . <br /> - 165 - <br /> FPID ( S ) : 423186 - 1 - 58 - 01 <br />
The URL can be used to link to this page
Your browser does not support the video tag.