Laboratory Studies on Resilient Modulus of Foamed Asphalt Mix and Virgin Aggregate Used in Base Course Layers
Publication: Airfield and Highway Pavements 2023
ABSTRACT
The continuous demand for virgin aggregates in construction of new roads and maintenance and rehabilitation of in-service pavements, and the ever-increasing demand to reduce the disposal of road construction waste, is making agencies to look for ways to recycle construction materials. Foamed asphalt base course (FA) mix, which is typically produced by stabilizing reclaimed asphalt pavement (RAP) with foamed (expanded) asphalt, is a material that can help in reducing the use of virgin aggregate in base layers in construction projects. FA mix behaves like unbound granular materials (UGM). A fundamental property used to characterize UGM is the material’s resilient modulus (Mr). Resilient modulus is also one of the primary input parameters for base course materials in mechanistic-empirical (M-E) pavement design. The purpose of this study was to determine the Mr (stiffness) of FA mix and compare that to the Mr of virgin aggregate (VA) used in base course of pavements using the repeated load triaxial resilient modulus test. Using the laboratory test results, the parameters of a resilient modulus model used in M-E pavement design were also estimated. In order to compare the Mr of both materials, they were compacted at three different density levels (98%, 100%, and 102% of maximum dry density). All tests were performed in accordance with the AASHTO T307 procedure, except that the number of conditioning and testing cycles were reduced to prevent potential damage of the FA mix specimens, which appeared to have more brittle behavior after curing in the oven for two days at 40°C. To maintain consistency, the same conditioning and testing protocol was followed to test the virgin aggregate. From the results, it was observed that (1) Mr of both materials increased with increases in density. The coefficient K1, which is proportional to Young’s modulus, is positive and increased with increase in density for both materials; (2) the coefficient K2, the exponent for the bulk stress term, was found to be positive for both materials, indicating that an increase in the bulk stress results in an increase in the material stiffness; and (3) the coefficient K3, the exponent for the octahedral shear stress term, was negative for the foamed asphalt mix but positive for the virgin aggregate, suggesting that an increase in shear stress decreased the stiffness of the foamed asphalt but increased stiffness of virgin aggregate. The resilient modulus of the foamed asphalt mix was found to be between 1.9 and 5.4 times that of the virgin aggregate depending on density level and bulk stress, indicating suitability of foamed asphalt mix as a base course material in lieu of virgin aggregate, at least in the as-compacted state and with the used testing protocol.
Get full access to this article
View all available purchase options and get full access to this chapter.
REFERENCES
Akeroyd, F. M. L., and Hicks, B. J. (1988). “Foamed bitumen road recycling.” Highways. Vol. 56, No. 1933, 42–45.
Bennert, T., and Maher, A. (2005). The development of a performance specification for granular base and subbase material.
Bowering, R. H., and Martin, C. L. (1976). “Foamed bitumen production and application of mixtures, evaluation and performance of pavements.” Proceedings of the Association of Asphalt Paving Technologists, 453–477.
Chiu, C. T., and Huang, M. Y. (2010). “A study on properties of foamed asphalt treated mixes.” <http://www.ltrc.lsu.edu/TRB_82/TRB2003-000747.pdf>(June 10, 2010).
Concrete Products. (2022). https://concreteproducts.com/index.php/2022/04/12/construction-aggregates-shipments-near-30-billion-watermark/ (November 2, 2022).
Csanyi, L. H. (1957). “Foamed asphalt in bituminous paving mixtures.”, National Research Council, Washington D.C., 108-122.
FHWA. (2002). Study of LTPP Resilient Modulus Test Data and Response Characteristics: Final Report.
Fu, P., and Harvey, J. T. (2007). “Temperature sensitivity of foamed asphalt mix stiffness: field and lab study.” International Journal of Pavement Engineering, Vol. 8, No. 2, 137–145.
George, K. P. (2004). “Prediction of Resilient Modulus from Soil Index Properties.”.
Heydinger, A. G., Xie, Q. L., Randolph, B. W., and Gupta, J. D. (1996). “Analysis of Resilient Modulus of Dense and Open-Graded Aggregates.” Transportation Research Record: Journal of the Transportation Research Board, National Research Council, Washington, D.C., (1547), 1–6.
Hicks, R. G., and Monismith, C. L. (1971). “Factors influencing the resilient properties of granular materials.” Highway Research Record, 345, 15–31.
Hossain, S. (2008). “Characterization of Subgrade Resilient Modulus for Virginia Soils and its Correlation with Results of Other Soil Tests.”. Virginia Transportation Council, VA.
Huan, Y., Siripun, K., Jitsangiam, P., and Nikraz, H. (2010). “A preliminary study on foamed bitumen stabilisation for western australian pavements.” Scientific Research and Essays, Vol 5, No. 23, 3687–3700.
Kennedy, T. W., Tam, W. O., and Solaimanian, M. (1998). “Optimizing Use of Reclaimed Asphalt Pavement with the Superpave System.” Journal of Association of Asphalt Paving Technologists, 67, 311–333.
Jenkins, K. J. (2000). Mix design considerations for cold and half-warm bituminous mixes with emphasis on foamed bitumen. Doctoral dissertation, Department of Civil Engineering, University of Stellenbosch, South Africa.
Lekarp, F., Isacsson, U., and Dawson, A. (2000). “State of the art. II: permanent strain response of unbound aggregates.” Journal of Transportation Engineering, 126(1), 76–83.
Long, F. M., and Ventura, D. G. C. (2004). “Laboratory testing for the HVS test sections on the N7 (TR11/1).”, Transportek, South Africa.
Muthen, K. M. (1998). “Foamed asphalt mixes mix design procedure.”, CSIR Transportek. South Africa.
Nataatmadja, A. (2001). “Some characteristics of foamed bitumen mixes.” Transportation Research Record, 1767, Transportation Research Board, Washington, D.C., 120–125.
. (2004). “Guide for mechanistic-empirical design of new and rehabilitated pavement structures.” Final Report. Prepared for the National Cooperative Research Program of the Transportation Research Board, Washington D.C.
Redling, A. (2019). https://www.wastetodaymagazine.com/article/recycled-asphalt-pavement-napa-report/ (November 2, 2022).
Saeed, M. (2008). “Performance-Related Tests of Recycled Aggregates for Use in Unbound Pavement Layers.”, Transportation Research Board, Washington D.C.
Saleh, M. (2004). “New Zealand experience with foam bitumen stabilization.” Transportation Research Record. 1868, Transportation Research Board, Washington, D.C., 40–49.
Song, Y. (2009). Testing and Analysis of Recycled Materials for Highway Projects.Ph.D. Dissertation, University of Hawaii at Manoa, Hawaii.
Tenison, J. H. (2009). “Foamed asphalt stabilized aggregate base course”. <http://www.acecaz.org/RandS/2009-presentations/Thursday/Indigo/1100/Foamed%20Asphalt%20Stabilized%20Aggregate%20Base%20Course.pdf>(January 5, 2010).
TG2. (2009). Technical guideline: bitumen stabilised materials – a guideline for the design and construction of bitumen emulsion and foamed bitumen stabilised materials. 2nd Edition, Asphalt Academy. Pretoria, South Africa.
Witczak, M. W., and Uzan, J. (1988). “The universal airport pavement design system,. Department of Civil Engineering, University of Maryland, College Park, Maryland.
Information & Authors
Information
Published In
History
Published online: Jun 13, 2023
ASCE Technical Topics:
- Aggregates
- Asphalt pavements
- Base course
- Construction materials
- Engineering materials (by type)
- Foaming (material)
- Granular materials
- Infrastructure
- Material mechanics
- Material properties
- Materials engineering
- Materials processing
- Pavements
- Resilient modulus
- Shear stress
- Stress (by type)
- Structural analysis
- Structural engineering
- Transportation engineering
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.