Technical Papers
Feb 15, 2013

Dependence of Volumetric Parameters of Hot-Mix Asphalts on Testing Methods

Publication: Journal of Materials in Civil Engineering
Volume 26, Issue 1

Abstract

Assessing the volumetrics of hot-mix asphalts (HMAs) is an important aspect of quality-control and quality-assurance procedures. The economic value of HMAs is usually assessed in terms of their mix bulk specific gravity (Gmb), air-void content, voids in mineral aggregate, and voids filled with asphalt. However, the results for specific gravity can vary with the coring process and method used in the experimental measurements. In light of these concerns, this study focused on the assessment of the dependence of the measured volumetrics of HMA-wearing courses on the testing and coring procedures. A wide range of methods for the measurement of specific gravities and surface texture was considered. Analyses showed that the coring process, measurement methodology, and core diameter can all substantially affect the results of HMA volumetrics measurements; the effects of the selection of the testing technique are not negligible and can be critical. At the same time, results demonstrate that there is potential for reducing the cost and duration of massive coring processes, as well as other negative impacts (e.g., road-surface defects and environmental diseconomies).

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References

AASHTO (2007). “Standard method of test for bulk specific gravity (Gmb) of compacted hot mix asphalt (HMA) using paraffin-coated specimens.” T275-07-UL, Washington, DC.
AASHTO (2007). “Standard method of test for percent air voids in compacted dense and open asphalt mixtures.” T269-11-UL, Washington, DC.
AASHTO (2008). “Standard method of test for bulk specific gravity (Gmb) and density of compacted hot mix asphalt (HMA) using automatic vacuum sealing method.” T331-13-UL, Washington, DC.
AASHTO (2012). “Standard method of test for bulk specific gravity (Gmb) of compacted hot mix asphalt (HMA) using saturated surface-dry specimens.” T166-13-UL, Washington, DC.
Alvarez, A. E., Epps Martin, A., and Estakhri, C. (2009). “Connected air voids content in permeable friction course mixtures.” J. Test. Eval., 37(3), 254–263.
Alvarez, A. E., Martin, A. E., and Estakhri, C. (2010). “Internal structure of compacted permeable friction course mixtures.” Constr. Build. Mater., 24(6), 1027–1035.
Anderson, R. M., and Bahia, H. U. (1997). “Evaluation and selection of aggregate gradations for asphalt mixtures using Superpave.”, Transportation Research Board, National Research Council, Washington, DC, 91–97.
Asphalt Institute (1994). “Mix design methods for asphalt concrete and other hot-mix types.” 6th Ed., Lexicon, Kentucky.
ASTM (2011). “Standard test method for bulk specific gravity and density of compacted bituminous mixtures using automatic vacuum sealing method.” D6752/D6752M-11, West Conshohocken, PA.
ASTM. (2011). “Standard test method for effective porosity and effective air voids of compacted bituminous paving mixture samples.”, West Conshohocken, PA.
ASTM (2012). “Standard test method for bulk specific gravity and density of non-absorptive compacted bituminous mixtures.” D2726/D2726M-13, West Conshohocken, PA.
ASTM (2013). “Standard test method for bulk specific gravity and density of compacted bituminous mixtures using coated samples.” D1188-07e1, West Conshohocken, PA.
Boscaino, G., Celauro, B., Celauro, C., and Amadore, A. (2009). “Evaluation of the laboratory prediction of surface properties of bituminous mixtures.” Constr. Build. Mater., 23(2), 943–952.
Boscaino, G., and Praticò, F. G. (2001). “Classification et inventaire des indicateurs de la texture superficielle des revetements des chausses.” Bull. Lab. Ponts Chaussees, 234, 17–34, 123, 125, 127.
Brown, E. R., Hainin, M. R., Cooley, A., and Hurley, G. (2004). “Relationship of air voids, lift thickness, and permeability in hot mix asphalt pavements.”, Transportation Research Board, Washington, DC.
Chadbourn, B. A., Skok, E. L., Newcomb, D. E., Crow, B. L., and Spindler, S. (2000). “The effect of voids in mineral aggregate (VMA) on hot-mix asphalt pavements.”, Minnesota Dept. of Transportation, St. Paul, MN.
Chen, M., Lin, J., and Wu, S. (2011). “Potential of recycled fine aggregates powder as filler in asphalt mixture.” Constr. Build. Mater., 25(10), 3909–3914.
Cocurullo, A., Airey, G. D., Collop, A. C., and Sangiorgi, C. (2008). “Indirect tensile versus two-point bending fatigue testing.” Transport, 161(4), 207–220.
Cooley, L. A., Brown, E. R., and Watson, D. E. (2000). “Evaluation of OGFC mixtures containing cellulose fibers.”, National Center for Asphalt Technology, Auburn Univ, Auburn, AL.
CNR BU (2007). “Determinazionedellamassavolumicadeigranuli di un aggregato.” 63/78.
CNR BU (2007). “Determinazione del peso di volume di miscele di aggregatilapidei con bitume o catrame.” 40/73.
EN (2012). “Bituminous mixtures—Test methods for hot mix asphalt—Part 1: Soluble binder content.” 12697-1.
EN (2012). “Bituminous mixtures—Test methods for hot mix asphalt—Part 6: Determination of bulk density of bituminous specimens.” 12697-6.
EN (2007). “Bituminous mixtures—Test method for hot mix asphalt—Part 2: Determination of particle size distribution.” 12697-2:2002+A1.
Fletcher, E., and Theron, A. J. (2011). “Performance of open graded porous asphalt in New Zealand.”, New Zealand Transport Agency, Wellington, New Zealand.
Gedafa, D., Hossain, M., Ingram, L., and Kreider, R. (2012). “Performance-related specifications for PCC pavements in Kansas.” J. Mater. Civil Eng., 24(4), 479–487.
Hand, A., and Epps, A. (2000). “Effects of test variability on mixture volumetrics and mix design verification.” J. Assoc. Asphalt Paving Technol., 69, 635–674.
ISO. (1997). “Characterization of pavement texture by use of surface profiles. Part 1: Determination of mean profile depth.” 13473-1, Geneva, Switzerland.
ISO. (2002). “Characterization of pavement texture by use of surface profiles. Part 3: Specifications and classification of profilometers.” 13473-3, Geneva, Switzerland.
ISO/CD. (2008). “Characterization of pavement texture by use of surface profiles. Part 4: Spectral analysis of texture profiles.” TS 13473-4, Geneva, Switzerland.
Jackson, N. M., and Czor, L. J. (2003). “100-mm-Diameter mold used with Superpave gyratory compactor.” J. Mater. Civil Eng., 60–66.
Kandhal, P. S., and Mallick, R. B. (1998). “Open graded asphalt friction course: State of practice.”, Transportation Research Board, National Research Council, Washington, DC.
Kline, L. C., and Putman, B. J. (2011). “Comparison of open graded friction course (OGFC) mix design procedures in the United States.” Proc., of the TRB 2011 Annual Meeting, Transportation Research Board, Washington, DC.
Mallick, R. B., Kandhal, P. S., Cooley, L. A., and Watson, D. E. (2000). “Design, construction, and performance of new-generation open-graded friction courses.”, National Center for Asphalt Technology, Auburn, AL.
Masad, E., Jandhyala, V. K., Dasgupta, N., Somadevan, N., and Shashidhar, N. (2002). “Characterization of air void distribution in asphalt mixes using X-ray computed tomography.” J. Mater. Civil Eng., 122–129.
McLeod, N. W. (1956). “Relationships between density, bitumen content, and voids properties of compacted bituminous paving mixtures.” Highw. Res. Board, Proc. Annu. Meet., Highway Research Board, Washington, DC, 35.
McLeod, N. W. (1959). “Voids requirements for dense-graded bituminous paving mixtures.”, ASTM, West Conshohocken, PA.
MoDOT (2008). “Specific gravity and absorption of aggregate using automatic vacuum sealing method.” TM 81, Jefferson City, MO.
Mohammad, L. N., Herath, A., Wu, Z., and Cooper, S. (2005). “A comparative study of factors influencing the permeability of hot-mix asphalt mixtures.” AAPT Electronic J., 74E.
Oliveira, J. R. M., Sangiorgi, C., Fattorini, G., and Zoorob, S. E. (2009). “Investigating the fatigue performance of grouted macadams.” Proc. Inst. Civ. Eng. Transp., 162(2), 115–123.
Praticò, F. G., Casciano, A., and Tramontana, D. (2011). “Pavement life-cycle cost and asphalt binder quality: Theoretical and experimental investigation.” J. Constr. Eng. Manage., 99–107.
Praticò, F. G., and Moro, A. (2006). “Hot mix asphalts drainability and permeability: A theoretical and experimental investigation on four different devices.” Proc., of ICAP 10th Int. Conf. on Asphalt Pavements, International Society for Asphalt Pavements, Lino Lakes, MN.
Praticò, F. G., and Moro, A. (2007). “Permeability and volumetrics of porous asphalt concrete: A theoretical and experimental investigation.” Road Mater. Pavement Des., 8(4), 799–817.
Praticò, F. G., and Moro, A. (2011). “In-lab and on-site measurements of hot mix asphalt density: Convergence and divergence hypotheses.” Constr. Build. Mater., 25(2), 1065–1071.
Praticò, F. G., and Moro, A. (2012). “Measurement of air void content in hot mix asphalts: Method and core diameter dependence.” Constr. Build. Mater., 26(1), 344–349.
Praticò, F. G., Moro, A., and Ammendola, R. (2009). “Modeling HMA bulk specific gravities: A theoretical and experimental investigation.” Int. J. Pavement Res. Technol., 2(3), 115–122.
Praticò, F. G., Moro, A., and Ammendola, R. (2010). “Potential of fire extinguisher powder as a filler in bituminous mixes.” J. Hazard. Mater., 173(1–3), 605–613.
Romanoschi, S. A., Hossain, M., Gisi, A., and Heitzman, M. (2004). “Accelerated pavement testing evaluation of the structural contribution of full-depth reclamation material stabilized with foamed asphalt.”, Transportation Research Board, Washington, DC, 199–207.
Sholar, G. A., Page, G. C., Musselman, J. A., Upshaw, P. B., and Moseley, H. L. (2005). “Investigation of the CoreLok for maximum, aggregate, and bulk specific gravity tests.”, Transportation Research Board, Washington, DC, 135–144.
Vaiana, R. (2002). “La tecnologia laser nella caratterizzazione delle micro e macro tessitura dei rivestimenti stradali.” Strade and Autostrade, 5, 14–21.
West, R., et al. (2010). “A review of aggregate and asphalt mixture specific gravity measurements and their impacts on asphalt mix design properties and mix acceptance.”, Office of Pavement Technology, Washington, DC.

Information & Authors

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 26Issue 1January 2014
Pages: 45 - 53

History

Received: May 31, 2012
Accepted: Feb 13, 2013
Published online: Feb 15, 2013
Discussion open until: Jul 15, 2013
Published in print: Jan 1, 2014

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Authors

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Filippo Giammaria Pratico [email protected]
DIMET-DIIES, Dept. of Engineeringof Information, Infrastructures, and Sustainable Energy, Mediterranea Univ. of Reggio Calabria, 89100 Reggio Calabria, Italy (corresponding author). E-mail: [email protected]
Rosolino Vaiana [email protected]
DiPiTer, Dept. of Territorial Planning, Univ. of Calabria, 87036 Cosenza, Italy. E-mail: [email protected]
Antonino Moro [email protected]
DIMET-DIIES, Dept. of Engineering of Information, Infrastructures, and Sustainable Energy, Mediterranea Univ. of Reggio Calabria, 89100 Reggio Calabria, Italy. E-mail: [email protected]

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