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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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f <br /> 916- 1 .3 . 6 Certification and Verification : The supplier shall furnish certification <br /> on the bill of lading for each shipment of PG binder delivered to a Department project that <br /> includes : the quantity, the Superpave PG asphalt binder grade (including QPL number) , PG <br /> binder LOT designation , the customer name , the delivery location, a statement that the binder is <br /> in conformance with 916 - 1 and the suppliers Quality Control Program, and the quantity of <br /> silicone and anti- strip agent addition, as applicable , including product designation (QPL number <br /> as applicable) . Any special handling or temperature requirements shall be indicated on the <br /> certification and are solely the responsibility of the Contractor to follow . <br /> The Department may sample and test PG binder from the suppliers storage <br /> WL tank, the delivery vehicle , and/or Contractors storage tank to verify and determine compliance <br /> with this and other specification requirements . Where these tests identify material outside <br /> specification requirements , the State Materials Engineer may require the supplier to cease <br /> shipment of that PG binder product . Further shipment of that PG binder product to Department l <br /> projects may remain suspended until the cause of the problem is evaluated and corrected by the <br /> supplier as necessary to the satisfaction of the State Materials Engineer . <br /> F , <br /> 916-2 Recycling Agents . <br /> 916-2 . 1 Requirements : The asphalt recycling agent (RA) shall be an asphalt binder (PG <br /> asphalt binder) or an asphalt binder blended (as necessary) with a softening agent or flux oil , and <br /> shall meet the four Target Viscosity values of 550 , 750 , 1000 , and 1500 poises and the following e. <br /> requirements : <br /> 919 GROUND TIRE RUBBER FOR USE IN ASPHALT RUBBER BINDER. <br /> (REV 6-22-09) (FA 6-25-09) ( 140) <br /> ARTICLE 919 - 3 (Page 843 ) is deleted and the following substituted : E <br /> 919-3 Physical Requirements . <br /> 1 properties of the round tire rubber shall be determined in accordance with <br /> The physical p p g <br /> FM 5 - 559 , and shall meet the following requirements : <br /> Specific Gravity . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . . . 1 . 06 to 1 . 20 5 <br /> Moisture Content . . . 6 . . . 6 . 09 . . . . . . . . . . . . . . . . . . . . . . . . . . . . Maximum 0 . <br />75 % <br /> Metal Contaminants . , . . . . 0 . . . . . . . . . . . Maximum 0 . 01 % k <br /> t <br /> Gradation - The gradation shall meet the limits shown in Table 919 - 1 for the type <br /> of rubber specified . <br /> Table 919 - 1 <br /> LI <br /> Gradations of Ground Tire Rubber <br /> Sieve Size Type A Type B Type C <br /> % Passing <br /> No . 16 - - - - -- 100 <br /> No . 30 --- 100 70- 100 <br /> No . 50 100 40 - 60 2040 <br /> No . 100 50 - 80 - - - -- - <br /> -209 - <br /> FPID ( S ) : 423186 - 1 - 58 - 0 l <br /> LL <br /> tk <br />
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