Technical Papers
Aug 29, 2016

Using Accelerated Pavement Testing to Evaluate Reclaimed Asphalt Pavement Materials for Pavement Unbound Granular Layers

Publication: Journal of Materials in Civil Engineering
Volume 29, Issue 2

Abstract

Unbound aggregate layers are commonly used as subgrade replacement and subbase over weak subgrade soils. With the recent focus on sustainable construction practices, ever-increasing transportation cost, and scarcity of natural resources, nontraditional and locally available recycled materials have become viable for the construction of unpaved and low volume roads. To this end, a research study was recently undertaken at the Illinois Center for Transportation to evaluate the engineering applications and field performances of reclaimed asphalt pavement (RAP) materials used in pavement unbound base/subbase and foundation layers. Twelve different full-scale test sections were constructed for the field performance investigations with accelerated pavement testing. Construction quality control was achieved through in-place density and modulus measurements using field testing. Periodic rut measurements were carried out on pavement surfaces throughout the accelerated loading process. Observed rutting trends in unsurfaced and low volume road test sections were weighed against as-constructed layer thicknesses, penetration-based strength indices, and hot-mix asphalt bulk specific gravity. Among the different field applications, the 60–40% blend of recycled concrete aggregate and RAP materials performed the most satisfactorily as an improved subgrade. Despite exhibiting better relative compaction and higher in situ modulus values, base/subbase layers consisting of 100% RAP were found to be quite susceptible to large deformations during paving as well as wheel–load rutting during trafficking.

Get full access to this article

View all available purchase options and get full access to this article.

References

Al-Qadi, I. L., Elseifi, M., and Carpenter, S. H. (2007). “Reclaimed asphalt pavement—A literature review.”, Illinois Dept. of Transportation, Springfield, IL.
ASTM. (2011). “Standard practice for classification of soils for engineering purposes (unified soil classification system).” ASTM D2487, West Conshohocken, PA.
ASTM. (2012). “Standard test methods for laboratory compaction characteristics of soil using standard effort (12,400 ft-lbf/ft3 (600kN-m/m3)).” ASTM D698, West Conshohocken, PA.
ASTM. (2013). “Standard test method for sieve analysis of fine and coarse aggregates.” ASTM C136, West Conshohocken, PA.
Bennert, T., and Maher, A. (2005). “The development of a performance specification for granular base and subbase material.”, FHWA, U.S. Dept. of Transportation, Washington, DC.
Breul, P., and Gourves, R. (2006). “In field soil characterization: Approach based on texture image analysis.” J. Geotech. Geoenviron. Eng., 102–107.
Bureau of Bridges and Structures. (2005). Subgrade stability manual, Illinois Dept. of Transportation, Springfield, IL.
Chang, G., et al. (2011). “Accelerated implementation of intelligent compaction technology for embankment subgrade soils, aggregate base, and asphalt pavement materials.”, Federal Highway Administration, Washington, DC.
Division of Highways. (2012). “Section 303: Special provision for aggregate subgrade improvement.” Bureau of Design and Environment (BDE) Manual, Illinois Dept. of Transportation, Springfield, IL.
Dong, Q., and Huang, B. (2013). “Laboratory evaluation on resilient modulus and rate dependencies of RAP used as unbound base material.” J. Mater. Civ. Eng., 379–383.
Edil, T. B., Tinjum, J. M., and Benson, C. H. (2012). “Recycled unbound materials.”, Minnesota Dept. of Transportation, St. Paul, MN.
FHWA. (2013). “Section HM-18: Public road length by functional system and federal-aid highways.” National transportation statistics, Office of the Assistant Secretary of Research and Technology, Bureau of Transportation Statistics, Washington, DC.
Guthrie, W. S., Cooley, D., and Eggett, D. L. (2007). “Effects of reclaimed asphalt pavement on mechanical properties of base materials.” Transp. Res. Rec., 2005, 44–52.
He, W. (2006). “Laboratory evaluation of unbound RAP as a pavement base material.” M.S. thesis, Univ. of Tennessee, Knoxville, TN.
Heckel, G. (2009). “Aggregate subgrade thickness determination.”, Bureau of Materials and Physical Research, Illinois Dept. of Transportation, Springfield, IL.
Hoppe, E. J., Lane, D. S., Fitch, G. M., and Shetty, S. (2015). Feasibility of reclaimed asphalt pavement (RAP) use as road base and subbase material, Virginia Dept. of Transportation, Richmond, VA.
Kazmee, H., and Tutumluer, E. (2015). “Evaluation of aggregate subgrade materials used as pavement subgrade/granular subbase.”, Illinois Dept. of Transportation, Springfield, IL.
Kazmee, H., Tutumluer, E., and Mishra, D. (2015). “Performance evaluations of pavement working platforms constructed with large-sized unconventional aggregates.” Proc., Airfield and Highway Pavements Conf., ASCE, Reston, VA, 849–860.
Mishra, D., and Tutumluer, E. (2013). “Field performance evaluations of Illinois aggregates for subgrade replacement and subbase—Phase II.”, Illinois Dept. of Transportation, Springfield, IL.
Papagiannakis, A. T., and Masad, E. A. (2008). Pavement design and materials, Wiley, Hoboken, NJ.
Senseney, C. T., and Mooney, M. A. (2010). “Characterization of two-layer soil system using a lightweight deflectometer with radial sensors.” Transp. Res. Rec., 2186, 21–28.
Seyman, E. (2003). “Laboratory evaluation of in situ tests as potential quality control/quality assurance tools.” M.S. thesis, Louisiana State Univ., Baton Rouge, LA.
Stroup-Gardiner, M. (2011). “Recycling and reclamation of asphalt pavements using in-place methods.”, Transportation Research Board, Washington, DC.
Thakur, J. K., and Han, J. (2015). “Recent development of recycled asphalt pavement (RAP) bases treated for roadway applications.” Transp. Infrastruct. Geotechnol., 2(2), 68–86.
USDA. (2009). “Hydric soil distribution in Illinois.” 〈http://www.nrcs.usda.gov/Internet/FSE_MEDIA/stelprdb1167160.jpg〉 (Mar. 15, 2016).
Von Quintus, H., Rao, C., Minchin, R., Nazarian, S., Maser, K., and Prowell, B. (2009). “NDT technology for quality assurance of HMA pavement construction.”, Transportation Research Board of the National Academies, Washington, DC.
Wilburn, D. R., and Goonan, T. G. (1998). “Aggregates from natural and recycled sources: Economic assessments for construction applications—A materials flow analysis.” U.S. Dept. of the Interior, United States Geological Survey, Denver.
Willett, J. C. (2015). “2013 minerals yearbook: Stone, crushed.” United States Geological Survey, Reston, VA.
Willett, J. C. (2016). “2015 minerals yearbook: Stone, crushed.” United States Geological Survey, Reston, VA.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 29Issue 2February 2017

History

Received: Mar 28, 2016
Accepted: Jun 22, 2016
Published online: Aug 29, 2016
Discussion open until: Jan 29, 2017
Published in print: Feb 1, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Hasan Kazmee [email protected]
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 1611 Titan Dr., Rantoul, IL 61866. E-mail: [email protected]
Erol Tutumluer [email protected]
Professor, Paul F. Kent Endowed Faculty Scholar, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews, Office 1205, Urbana, IL 61801 (corresponding author). E-mail: [email protected]
Sheila Beshears [email protected]
Aggregate Technology Coordinator, Bureau of Materials and Physical Research, Illinois Dept. of Transportation, Springfield, IL 62764. E-mail: [email protected]

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.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share