Roller-Integrated Compaction Monitoring for Hot-Mix Asphalt Overlay Construction

Author:

Vennapusa Pavana K. R.1,White David J.2,Schram Scott3

Affiliation:

1. Research Assistant Professor, Center for Earthworks Engineering Research, Dept. of Civil Construction and Environmental Engineering, 2711 South Loop Dr., Suite 4700, Iowa State Univ. of Science and Technology, Ames, IA 50010-8664 (corresponding author).

2. Associate Professor and holder of Richard L. Handy Professorship, Director of Earthworks Engineering Research Center, Dept. of Civil Construction and Environmental Engineering, Iowa State Univ. of Science and Technology, 422 Town Engineering, Ames, IA 50011-3232.

3. State Bituminous Engineer, Iowa Dept. of Transportation, Office of Materials, 800 Lincoln Way, Ames, IA 50010.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference24 articles.

1. AASHTO. (1993). AASHTO design guide for design of pavement structures Washington DC.

2. ASTM. (2010a). “Standard test method for deflections with a falling-weight-type impulse load device.” D4694-09 West Conshohocken PA.

3. ASTM. (2010b). “Standard test method for density of bituminous concrete in place by nuclear methods.” D2950 West Conshohocken PA.

4. Chang G. et al. (2011). “Accelerated implementation of intelligent compaction monitoring technology for embankment subgrade soils aggregate base and asphalt pavement materials.” TPF-5(128) Final Rep. FHWA-IF-12-002 Federal Highway Administration Washington DC.

5. Chang G. and Rutledge J. (2012a). “FHWA intelligent compaction national workshop report No. 1—Atlanta Georgia.” FHWA Rep. No. FHWA-HIF-12-023 Federal Highway Administration Washington DC.

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