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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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SILICONE Test Method Type A Type B Type C Type D <br /> SEALANT TYPE <br /> at 77 3 °F and 50 <br /> 5 % Relative <br /> Humidity) <br /> Durometer <br /> hardness , Shore 00 <br /> (Cured 21 days at ASTM D 2240 40 - 80 20 - 80 <br /> 773 °Fand 50 � <br /> 5 % Relative <br /> Humidity) <br /> Tensile stress ASTM D 412 <br /> (maximum) at (Die C) 45 psi 40 psi 15 psi <br /> 150 % elongation <br /> Elongation ( Cured <br /> seven days at 77 ASTM D 412 800 % 600% <br /> 3 °F and 50 5 % (Die C) minimum minimum <br /> Relative Humidity) <br /> Elongation (Cured <br /> 21 days at 77 3 °F ASTM D 12 800 % 1400 % <br /> and 50 5 % (Die C) minimum minimum <br /> Relative Humidity) <br /> Ozone and No chalking, cracking or bond loss after 5 , 000 hours , <br /> Ultraviolet ASTM C 793 <br /> minimum . <br /> Resistance <br /> Bond to concrete ` <br /> mortar briquets <br /> (primed if required) 50 psi <br /> ( Cured seven days AASHTO T- 132 <br /> at 77 3 °F and 50 minimum <br /> 5 % Relative <br /> Humidity) <br /> Bond to concrete <br /> 35 psi <br /> briquets (Cured 21 <br /> days at 77 3 °F AASHTO T- 132 40 psi minimum <br /> and 50 5 % minimum (includes bond ; <br /> to asphalt) <br /> Relative Humidity) ' <br /> No adhesive <br /> or cohesive <br /> failure and <br /> Movement No adhesive or cohesive failure and adhesion , <br /> Capability ASTM C 719 adhesion , 10 cycles at - 50 to + 100 % 10 cycles at <br /> + 100/- 50 % <br /> (j oints <br /> 2" wide) <br /> - 215 - <br /> FPID ( S ) : 423186 - 1 - 58 - 01 <br /> { <br />
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