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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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971 -4 . 2 Composition : <br /> Component Test Method Criteria <br /> Total Solids , by weight ASTM D 2369 75 % minimum <br /> Pigments , by weight ASTM D 3723 57 % minimum <br /> Vehicle Solids , % on Vehicle 40 % minimum <br /> TiOz , Type II Rutile (white paint only) ASTM D 476 1 . 5 lb/gal minimum ri <br /> Volatile Organic Content , (VOC) ASTM D 3960 150 g/L maximum <br /> 9714 .3 Physical Requirements : The material shall meet the following criteria : <br /> Property Test Method Minimum Maximum <br /> Density ASTM D 1475 13 . 5 0 . 37 lb/gal N/A <br /> Consistency at 170°F ASTM D 562 80 KU 100 KU <br /> Fineness of Grind ASTM D 1210 2 (HS ) 3 (HS ) <br /> Dry Opacity at Fed Std 141a 0 . 96 - <br /> 5 mils WFT Method 4121 <br /> Bleed Ratio Fed Spec TT-P- 851) 0 . 95 - <br /> Flexibility Fed Spec TT-P- 115D Pass - <br /> F <br /> Abrasion Resistance 9714 . 3 . 2 Pass - <br /> 971 -4 .3 . 1 Set To Bear Traffic Time : The material shall set to bear traffic in not <br /> more than two minutes . <br /> 9714 .3 . 2 Abrasion Resistance : Test four samples per LOT using a Taber <br /> Abrader. The paint shall be applied to specimen plates using a drawdown blade having a <br /> clearance of 26 mils . Air dry each sample for 30 minutes and bake at 220°F for 18 hours . Clean <br /> with a soft brush and weigh each sample . Abrade samples for 1 , 000 cycles with 1 . 1 lb weights <br /> and CS - 10 wheels . Clean the samples with a soft brush and weigh again . The average weight loss <br /> for the four plates shall not exceed 0 . 178 oz per plate . <br /> 9714 .3 .3 Retroreflectivity : The white and yellow pavement markings shall <br /> attain an initial retroreflectance of not less than 300 mcd/lx - mz and 250 mcd/lx , mZ , respectively. <br /> The retroreflectance of the white and yellow pavement markings at the end of the six month <br /> service life shall not be less than 150 mcd/lx m� . <br /> 9714 .4 Application Properties : Application properties shall meet the requirements of <br /> Section 710 . <br /> 9714 . 5 Packaging and Labeling : The traffic paint shall be placed in 55 gallon open - end <br /> steel drums with a re -usable multi - seal sponge gasket . No more than 50 gallons of material shall <br /> be placed in any drum to allow for expansion during transport and storage . <br /> 971 -5 Thermoplastic Materials for Traffic Stripes . <br /> 971 -5 . 1 General : Upon cooling to normal pavement temperature , these materials shall <br /> produce an adherent, reflective pavement marking capable of resisting deformation by traffic . <br /> The manufacturer shall utilize alkyd based materials only and shall have the option of <br /> formulating the material according to his own specifications . However, the requirements <br /> delineated in this Specification and Section 711 shall apply regardless of the type of formulation <br /> -227 - <br /> FPID ( S ) : 423186 - 1 - 58 - 01 <br />
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