Reso 2007-1103 - Laserfiche WebLink

Home Browse Search

I M I u, H� H11 qt� n requires testing by FM 1 -T 283 and the test results indicate it is not required, or the mixture contains hydrated lime. Where FM 1 -T 283 indicates an anti -strip additive is required, it shall be from 0.25 to 0.75 %. The anti -strip additive shall meet the requirements of 91 6 -5. The anti -strip additive shall be introduced into the PG binder by the supplier during loading. Where PG binder is used in mixes containing reclaimed asphalt pavement (RAP), the requirements of 334 -2.3.4 must also be met. 916 -1.2 Qualified Products List: The Superpave PG asphalt binders supplied under this Specification shall be one of the products included on the Qualified Products List as specified in 6-1. Any marked variation from the original test values for a material below the established limits or evidence of inadequate quality control or field performance of a material will be considered to be sufficient evidence that the properties of the material have changed, and the material will be removed from the Qualified Products List. For each binder grade, the supplier may be required to submit to the State Materials Office a split sample of material representative of test results submitted with the Product Evaluation Application. In addition, for modified binders, the original PG binder grade, the modifier product designation, and amount added shall be indicated. Suppliers shall not ship any PG binder until notified that the product is on the Qualified Products List and an approved Quality Control Program meeting the requirements of 916 -1.3 has been implemented. 916 -1.3 Quality Control Program: The supplier of Superpave PG asphalt binder shall at a minimum have a Quality Control Program meeting the requirements of this Specification which is based on AASHTO R -26. The Quality Control Program shall be submitted in electronic format to the State Materials Office for approval. The requirements for the Quality Control program apply to the supply location of PG binders for the use on Florida Department of Transportation projects. The supply location of PG binder may represent refinery production, terminal distribution, blending, processing and /or modification location. Rack blending (blending from two tank sources) will be permitted to meet the requirements for a PG asphalt binder product. Any special handling requirements such as rack blending and manufacture of polymer modified asphalt shall be described in the Quality Control program. The requirements of these Specifications for a Quality Control Program do not apply to Recycle Agents at this time. 916 -1.3.1 Identification of Personnel and Supply Locations: The supplier's primary and secondary representatives responsible for Quality Control shall be identified by name, title, address, telephone, fax and e -mail address. At least one of the representatives shall be located at the supply location. The supply locations shall be identified by name, address and telephone. 916 -1.3.2 Specification Compliance and Quality Control Testing: Specification Compliance Testing shall consist of complete testing of each PG binder shipped in accordance with AASHTO M -320 and 916 -1 .1 of these Specifications. Results of Specification Compliance Testing shall be available to the supplier within five working days of sampling. Specification Compliance Testing shall be conducted by a testing laboratory that participates at least annually in the AMRL Reference Sample Testing Program. The primary testing lab and any other labs to be used for Specification Compliance Testing shall be identified in the suppliers Quality Control Program. The results from each A(VIRL proficiency Sample for each testing laboratory shall be forwarded by the supplier for each supply location in electronic format to the State Materials Office. Acceptable performance in the AMRL proficiency Sample Testing Program shall be a I March 2007 01000 -163 03- 4122.D T• `yi