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2011-226B.1
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2011-226B.1
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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
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IN <br /> � a Y'a VV 1 <br /> a <br /> cy1i c$F a4 W4 �' .� �. .�� ' �y.`. r" xr ` +: ,; ., . ,gVVI11 <br /> _v . .. � .�„i.y . °s, . . . ”;* p, • . . . ,5 ` 4c '�.^ ,rs =s" <br /> exposed metal surface subsequent to hand tool cleaning in accordance with SSPC - SP2 . A change <br /> in the coating color in excess of 80Es per the CIE L* a * b * 1976 will constitute a color retention <br /> failure . The Department will measure the CIE 1976 color chromaticity coordinates for the color <br /> of the top coat of the two sample coupons provided with a BYK-Gardner Handicolor colorimeter <br /> using D65 illuminant and 2 degree geometry settings . The Department -measured L * a * b * <br /> chromaticity coordinates shall define the initial color and will be used for resolution of color <br /> retention failures and the resolution of color retention disputes . All paint systems shall possess <br /> physical properties and handling characteristics that are compatible with the application <br /> requirements of Section 649 . Materials shall be specifically intended for use over galvanized <br /> steel . <br /> 975.5 Elastomeric Coatings . <br /> 975-5 . 1 General : Use an elastomeric coating system to provide a waterproof barrier over <br /> post-tensioning anchorages or other areas designated in the plans . The components of the coating <br /> system shall be supplied by a single manufacturer and sold as a waterproof coating system . The <br /> surface preparation and application of the coating system shall be performed in strict accordance <br /> with the manufacturer ' s specifications . <br /> 975-5 . 2 Physical Properties : The use of an epoxy prime coat is dependent upon the <br /> requirements of the manufacturer ' s waterproofing system . The polyurethane chemistry may be <br /> either waterborne aromatic (moisture- curing) or aromatic (moisture - sensitive) . The minimum <br /> thickness of the system shall not be less than 30 mils . The elastomeric coating shall meet the <br /> following requirements : <br /> Property Test Method Requirement <br /> Hardness , Shore A ASTM D 2240 Between 60 and 90 <br /> Tensile Strength ASTM D 412 _>750 psi <br /> Elongation ASTM D 412 >400 % <br /> Tear Strength ASTM C 957 >70 pli <br /> Abrasion Resistance H48 ASTM C 957 <350 m loss / 1 , 000 revs , <br /> wheels 1 , 000 gm/wheel — g <br /> Crack Bridging 1 , 000 Cycles ASTM C 957 System Passes <br /> Elongation Recovery ASTM C 957 >94 % <br /> 975-5 .3 System Modifications for Use on Bridge Substructure : Supply the elastomeric <br /> coating system with a 100 % acrylic aliphatic polyurethane top coating . <br /> LLL <br /> 975-6 Class 5 Applied Finish Coatings . <br /> 975-6 . 1 General : All coatings shall possess physical properties and handling <br /> characteristics compatible with the application requirements of Section 400 . Unless otherwise <br /> specified, the color of the finish coat shall meet Federal Color Standard No . 595B , Table VIII, <br /> Shade No . 36622 , <br /> 975- 6 . 2 Coating Requirements : Use 4 inch by 8 inch (except as required below) fiber <br /> cement test panels with a mass of 7 to 9 pounds per square foot of surface area to perform the <br /> laboratory tests . Coating performance shall meet the following requirements : <br /> Laboratory Testing <br /> -244- <br /> FPID (S ) : 423186 - 1 - 58 - 01 <br /> IN <br /> K ' Lit lK$ <br />
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