Comparative Analysis of Idaho and Micro-Deval Aggregate Degradation Test Methods

Author:

Allam Linga M.1,Ebrahimpour Arya2

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Idaho State Univ., Pocatello, ID 83209.

2. Professor and Chair, Dept. of Civil and Environmental Engineering, Idaho State Univ., Pocatello, ID 83209 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference19 articles.

1. Allam L. M. (2012). “Comparative analysis of coarse and fine surfacing aggregate using Micro-Deval and Idaho degradation test method.” M.S. thesis Dept. of Civil and Environmental Engineering Idaho State Univ. Pocatello ID.

2. ASTM. (2008). “Standard test method for resistance of fine aggregate to degradation by abrasion in the Micro-Deval apparatus.” D7428-08 West Conshohocken PA.

3. ASTM. (2010). “Standard test method for resistance of coarse aggregate to degradation by abrasion in the Micro-Deval apparatus.” D6928-10 West Conshohocken PA.

4. Cooley L. A. Huner M. S. and James R. H. (2002). “Micro-Deval testing of aggregates in the southeast.” Rep. 02-09 National Center for Asphalt Technology Auburn Univ. Auburn AL.

5. Cuelho E. Mokwa R. and Obert K. (2007). “Comparative analysis of coarse surfacing aggregate using Micro-Deval L.A. abrasion and sodium sulfate soundness tests.” Rep. FHWA/MT-06-016/8117-27 Montana Dept. of Transportation Helena MT.

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