1、Standard Specification for Mineral Filler for Bituminous Paving Mixtures AASHTO Designation: M 17-11 (2015) ASTM Designation: D242/D242M-09 American Association of State Highway and Transportation Officials 444 North Capitol Street N.W., Suite 249 Washington, D.C. 20001 TS-2c M 17-1 AASHTO Standard
2、Specification for Mineral Filler for Bituminous Paving Mixtures AASHTO Designation: M 17-11 (2015) ASTM Designation: D242/D242M-09 AASHTO M 17-11 (2015) is identical to ASTM D242/D242M-09 except for the following provisions: 1. All references to the ASTM standards contained in ASTM D242/D242M-09, li
3、sted in the following table, shall be replaced with the corresponding AASHTO standard: Referenced Standards ASTM AASHTO C183 T 127 D546 T 37 D4318 T 90 2. Add a new Section 4.3 after Section 4.2 that contains the following: Fly ash used as a mineral filler shall have a maximum loss on ignition of 12 percent. 3. Add a new Section 5.5 after Section 5.4 that contains the following: Determine the loss on ignition of fly ash according to ASTM C311/C311M. 2015 by the American Association of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.