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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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hours minimum to provide to adequate joint opening and compression of the sealant during <br /> curing. <br /> All installed bond breakers shall be covered by sealant at the end of each <br /> work day . <br /> A tolerance in cross - sectional height at midpoint of 4 / 16 to +3 / 16 inch <br /> will be allowed to the nominal values shown for each joint width on the plan sheet . The Engineer <br /> shall check one joint for each 1 , 000 feet of roadway by cutting out specimens . If the cross <br /> section of the cut specimen is out of the allowable range , additional specimens shall be taken as <br /> follows : <br /> cc <br /> One joint every 100 feet of pavement not to exceed 500 feet. <br /> If the average of the specimens is out of tolerance, the Contractor shall <br /> remove and replace the entire 500 feet section at no additional expense to the Department . <br /> Installation tolerance shall be verified at 1 , 000 feet intervals . <br /> 932- 1 .4 Pre- cured Silicone Sealant : <br /> 9324 .4 . 1 General : Pre- cured silicone sealants are intended for sealing vertical <br /> joints on concrete surfaces . Type V1 sealant is intended for contraction joints or joints with <br /> movements less than 1 /4 inch . Type V2 sealant is intended for expansion joints not exceeding <br /> 200 % of the nominal joint opening . Type V2 sealant may be substituted for Type V 1 sealant . <br /> The joint sealant must be listed on the Department ' s Qualified Products List (QPL) . <br /> 932- 1 .4 . 2 Physical Requirements : Sealant material shall be a nominal 1 / 16 inch <br /> thick, available in standard widths from 1 inch to 6 inches , colored to match the finish surface <br /> coating of the concrete , and meet the following minimum testing requirements : r <br /> TEST PROPERTY DESCRIPTION TEST METHOD TYPE V 1 TYPE V2 <br /> Minimum Movement, ASTM C 1523 100 % 200 % <br /> Cohesion/Adhesion <br /> Dry/Room Temperature Loss of ASTM C 1523 None None <br /> Adhesion/Cohesion <br /> Water Immersion Loss of ASTM C 1523 None None <br /> Adhesion/Cohesion <br /> Frozen Loss of Adhesion/Cohesion ASTM C 1523 None None <br /> Heat Loss of Adhesion/Cohesion ASTM C 1523 None None <br /> Artificial Weathering Loss of <br /> Adhesion/Cohesion ASTM C 1523 None None <br /> Artificial Weathering Loss of <br /> iASTM C 1523 None None <br /> Adhesion/Cohesion <br /> NT or PT (No NT or PT <br /> Tear Propagation ASTM C 1523 Tear or (No Tear or <br /> Partial/Knotty Partial/Knotty <br /> Tear) Tear) <br /> Ultimate Elongation ASTM D 412 250 % 500 % <br /> -217 - <br /> FPID ( S ) : 4231864 - 58 - 01 <br />
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