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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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4 . <br /> 502 SHEAR CONNECTORS . <br /> (REV 2-2240) (FA 4- 15- 10) ( 141 ) <br /> ARTICLE 502 - 1 (Page 635 ) is deleted and the following substituted : <br /> 5024 Description. <br /> Furnish and install welded shear connectors on steel beams and girders at locations <br /> shown in the Contract Documents . Field weld shear connectors located on the top flange only <br /> after the deck forms are in place . Installation of shear connectors in the fabrication plant is not <br /> permitted . <br /> r <br /> 523 PATTERNED/TEXTURED PAVEMENT . ` <br /> (REV 6440) (FA 7-2940) (1 - 11 ) <br /> ARTICLE 523 -2 (Pages 655 — 656) is deleted and the following substituted : <br /> 523 -2 Materials . " <br /> 523-2 . 1 Qualified Products List (QPL) : Use only patterned/textured pavement products <br /> listed on the QPL. Meet manufacturer ' s specifications for all pattern/texture templates , coating <br /> and coloring materials . Use only material that is delivered to the job site in sealed containers <br /> bearing the manufacturer ' s original labels . <br /> Material coatings used to achieve the pattern/texture and/or color shall produce an i <br /> adherent, weather resistant, skid resistant surface capable of resisting deformation to traffic . <br /> Surface marking materials must meet the requirements of this Specification and Section 971 with <br /> cp <br /> the following exceptions : <br /> 1 . Color and reflectivity requirements do not apply . Surfaces shall not be <br /> made retroreflective . ' <br /> 2 . Requirements for minimum set to bear traffic time , do not apply. Do not <br /> open to traffic until the coating material has sufficiently dried or cured and is ready to withstand <br /> traffic . <br /> 3 . For thermoplastic materials , the requirements for alkyd based materials <br /> only in 971 - 5 . 1 and minimum binder content of 971 - 5 . 2 , do not apply. <br /> 4 . For thermoplastic materials , the indentation resistance requirements and <br /> minimum flashpoint requirements of 971 - 5 . 5 , do not apply. <br /> Manufacturers seeking approval of their product for inclusion on the QPL must <br /> submit an application in accordance with Section 6 along with the following documentation : <br /> 1 . Manufacturer ' s specifications and procedures for materials and <br /> installation . ' <br /> 2 . Manufacturer ' s Laboratory test data from an independent laboratory <br /> verifying the material meets the requirements of this Section . <br /> 3 . Test data from an independent source verifying that the <br /> patterned/textured pavement installed in accordance with the manufacturer ' s specifications and <br /> p <br /> procedures has been tested in accordance with either the ASTM E-274 , Skid Resistance of Paved <br /> Surfaces using a standard ribbed full Scale Tire at a speed of 40 mph (FN40R) , and has a <br /> minimum FN40R value of 35 , or ASTM E- 1911 , Measuring Paved Surface Frictional Properties <br /> - 147 - <br /> FPID ( S ) : 423186 - 1 - 58 - 01 <br />
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