My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2011-226B.1
CBCC
>
Official Documents
>
2010's
>
2011
>
2011-226B.1
Metadata
Thumbnails
Annotations
Entry Properties
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
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
263
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
916 BITUMINOUS MATERIALS . <br /> (REV 8440) (FA 84640) ( 141 ) <br /> SECTION 916 - 1 (Pages 828 - 842) is deleted and the following substituted : <br /> SECTION 916 <br /> BITUMINOUS MATERIALS <br /> 916- 1 Superpave PG Asphalt Binder : <br /> 9164 . 1 Requirements : Superpave Performance Graded (PG) asphalt binders , identified <br /> as PG 64 -22 , PG 67 -22 , and PG 76 -22 , shall meet the requirements of 916 - 1 . 2 , AASHTO M 320 <br /> Table 1 and the following additional requirements : <br /> 1 . The mass loss AASHTO T 240 shall be a maximum of 0 . 5 % for all grades . <br /> 2 . The intermediate test temperature at 10 rad/s . for the Dynamic Shear <br /> Rheometer test AASHTO T 315 shall be 25 °C for all grades . <br /> 3 . An additional high temperature grade of PG 67 is added for which the high test k , <br /> temperature at 10 rad/sec for the Dynamic Shear Rheometer test AASHTO T 315 shall be 67 °C . <br /> 4 . All PG asphalt binders having a high temperature designation of PG 67 or <br /> lower shall be prepared without modification . <br /> 5 . All PG asphalt binders having a high temperature designation higher than <br /> PG 67 shall be produced with a styrene-butadiene- styrene ( SBS ) or styrene-butadiene ( SB ) . ' <br /> elastomeric polymer modifier and resultant binder shall meet all requirements of this <br /> Specification ; in addition the phase angle at 76°C (AASHTO T 315 ) shall be a maximum of <br /> Li <br /> 75 degrees . t <br /> 6 . The maximum viscosity AASHTO T 202 shall be 2400 poises for PG 64 -22 <br /> and 3600 poises for PG 67 -22 . <br /> All hot mix asphalt (except hot mix asphalt containing 20 % RAP or greater) shall <br /> contain Superpave PG asphalt binder grade PG 67 -22 unless otherwise specified in the plans <br /> and/or Specifications for the hot mix asphalt product. <br /> For all PG binder used in all hot mix asphalt, silicone may be added to the PG <br /> binder at the rate of 25 cubic centimeters of silicone mixed to each 5 , 000 gallons of PG binder. If <br /> a disbursing fluid is used in conjunction with the silicone , the resultant mixture containing the <br /> full 25 cubic centimeters of silicone shall be added in accordance with the manufacturer ' s <br /> recommendation . The blending of the silicone with the PG binder shall be done by the supplier <br /> prior to the shipment . <br /> All PG binder and asphalt rubber binder for Friction Course mixes and for other <br /> hot mix asphalt products containing RAP shall contain 0 . 5 % heat stable anti - strip additive by <br /> weight of PG binder unless specifications for the hot mix asphalt product requires testing by <br /> FM 1 -T 283 and the test results indicate it is not required, or the mixture contains hydrated lime . <br /> Where FM 1 -T 283 indicates an anti - strip additive is required, it shall be from 0 . 25 to 0 . 75 % . <br /> The anti - strip additive shall meet the requirements of 916 - 5 . The anti - strip additive shall be <br /> introduced into the PG binder by the supplier during loading . <br /> Where PG binder is used in mixes containing reclaimed asphalt pavement (RAP) , <br /> the requirements of 334- 2 . 3 . 4 must also be met . <br /> 9164 . 2 Qualified Products List : The Superpave PG asphalt binders supplied under this <br /> Specification shall be one of the products included on the Qualified Products List as specified in <br /> 6 - 1 . Manufacturers seeking evaluation of their product shall submit an application in accordance <br /> -205 - <br /> FPID ( S ) : 4231864 - 58 - 01 <br />
The URL can be used to link to this page
Your browser does not support the video tag.