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Oct 1, 2004

Issues Affecting Measurement of the Complex Modulus of Asphalt Concrete

Publication: Journal of Materials in Civil Engineering
Volume 16, Issue 5

Abstract

This paper addresses issues of machine compliance and instrumentation that affect the measurement of asphalt concrete material properties in the laboratory. Accurate determination of fundamental material properties is becoming increasingly important as the asphalt industry moves toward more mechanistic design procedures. This issue is particularly timely for the simple performance test and American Association of State Highway and Transportation Officials 2002 design guide that require the measurement of dynamic modulus, phase angle, and creep. The primary objective of this paper is to increase the awareness of the possible existence of these issues in the laboratory and the importance of attending to them appropriately. Machine compliance was found to affect the strains actually occurring in the specimen under various loading conditions, resulting in differences of several magnitudes between dynamic modulus values measured by the actuator and by surface-mounted deformation transducers. Instrumentation issues resulted in errors greater than 10% in the measurement of dynamic modulus for the mixtures studied and caused irrational trends in phase angle values as a function of frequency. Creep compliance testing was also found to be affected by instrumentation issues.

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References

1.
Alavi, S., Merport, T., Wilson, T., Groeger, J., and Lopez, A. ( 1997). “LTPP materials characterization program: Resilient modulus of unbound materials (LTPP Protocol P46) laboratory startup and quality control procedure.” Rep No. FHWA-RD-96-176. FHWA, U.S. Department of Transportation, Washington, D.C.
2.
Chehab, G., O’Quinn, E. N., and Kim, Y. R. ( 2000). “Specimen geometry study for direct tension test based on mechanical tests and air void variation in asphalt concrete specimens compacted by superpave gyratory compactor.” Transportation Research Record. 1723, Transportation Research Board, National Research Council, Washington, D.C., 125–132.
3.
Chehab, G., Kim, Y. R., Schapery, R. A., Witczack, M., and Bonaquist, R. (2002). “Time–temperature superposition principle for asphalt concrete mixtures with growing damage in tension state.” J. Asphalt Pav. Technol., 71, 559–587.
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Daniel, J.S. ( 2001). “Development of a simplified fatigue test and analysis procedure using a viscoelastic, continuum damage model and its implementation to WesTrack mixtures.” PhD Dissertation, North Carolina State Univ., Raleigh, N.C.
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Daniel, J. S., and Kim, Y. R. (2002). “Development of a simplified fatigue test and analysis procedure using a viscoelastic, continuum damage model.” J. Asphalt Pav. Technol., 71, 619–645.
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Witczak, M. ( 2000). “Simple performance test: Test results and recommendations.” Interim Task C Report, NCHRP 9-19, National Cooperative Highway Research Program, Washington, D.C.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 16Issue 5October 2004
Pages: 469 - 476

History

Received: Mar 18, 2002
Accepted: Nov 25, 2003
Published online: Oct 1, 2004
Published in print: Oct 2004

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Authors

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Jo Sias Daniel, M.ASCE
Assistant Professor, Dept. of Civil Engineering, Univ. of New Hampshire, Durham, NH 03824. E-mail: [email protected]
Ghassan R. Chehab, S.M.ASCE
Assistant Professor, Dept. of Civil and Environmental Engineering, The Pennsylvania State Univ., State College, PA.
Y. Richard Kim, M.ASCE
Professor, Dept. of Civil Engineering, North Carolina State Univ., Raleigh, NC. E-mail: [email protected]

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