Structural Characterization of Iowa’s Rubblized PCC Pavements
Publication: Journal of Transportation Engineering
Volume 138, Issue 4
Abstract
Rubblization is considered one of the sustainable surface preparation techniques before placing a hot mix asphalt (HMA) overlay that involves breaking the concrete pavement into pieces. The design of the structural overlay thickness for rubblized projects is difficult as the resulting structure is neither a true rigid pavement nor a true flexible pavement. The most important aspect of the design procedure is to characterize the rubblized concrete layer in terms of a layer coefficient and modulus for the empirical and the mechanistic-empirical (M-E) pavement design methods. This paper describes a field study undertaken to investigate the performance of rubblized pavements in Iowa, which includes characterization of the rubblized Portland cement concrete (PCC) layer (layer coefficient and modulus) using a neural networks-based layer moduli backcalculation program. The average rubblized PCC layer coefficient and backcalculated modulus of the rubblized layer in Iowa were found to be 0.19 and 539 MPa (78 ksi), respectively. The M-E design program developed in-house seems to estimate the HMA overlay thickness reasonably well to achieve long-lasting performance of HMA-overlaid rubblized PCC pavements.
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References
American Association of State Highway and Transportation Officials (AASHTO). (1993). AASHTO guide for design of pavement structures, Washington, D.C.
ASTM D6951. (2003). “Standard test method for use of the dynamic cone penetrometer in shallow pavement applications D6951.” West Censhohocken, PA.
Bemanian, S., and Sebaaly, P. (1999). “Cost effective rehabilitation of portland cement concrete pavement in Nevada.” Transportation Research Record: Journal of the Transportation Research Board, 1684, National Research Council, Washington, D.C., 156–164.
Ceylan, H., Mathews, R., Kota, T., Gopalakrishnan, K., and Coree, B. J. (2005). “Rehabilitation of concrete pavements utilizing rubblization and crack and seat methods.” Iowa Highway Research Board (IHRB) Project Final Rep. TR-473, Center for Transportation Research and Education, Ames, IA.
Ceylan, H., and Gopalakrishnan, K. (2007). “Neural networks based models for mechanistic—Empirical design of rubblized concrete pavements.” Proc. of Geo-Denver 2007 (CD-ROM), ASCE, Denver.
Ceylan, H., Gopalakrishnan, K., Coree, B. J., Kota, T., and Mathews, R. (2008). “Rehabilitation of concrete pavements utilizing rubblization: A mechanistic based approach to HMA overlay thickness design.” Int. J. Pavement Eng., 9(1), 45–57.IJPEF7
Galal, A. K., Coree, B. J., Haddock, E. J., and White, T. D. (1999). “Structural adequacy of rubblized portland cement concrete pavement.” Transportation Research Record: Journal of the Transportation Research Board, 1684, National Research Council, Washington, D.C., 172–177.
Haykin, S. (1999). Neural networks: A comprehensive foundation, Prentice-Hall, NJ.
Mehta, Y., and Roque, R. (2003). “Evaluation of FWD data for determination of layer moduli of pavements.” J. Mater. Civ. Eng.JMCEE7, 15(1), 25–31.
Miner, M. A. (1945). “Cumulative damage in fatigue.” J. Appl. Mech., 12(3), A159–A164.JAMCAV
Miller, J. S., and Bellinger, W. Y. (2003). Distress identification manual for the long-term pavement performance (LTPP) project, FHWA-RD-03-031, 4th Ed., Federal Highway Administration, McLean, VA.
National Asphalt Pavement Association (NAPA). (1994). Guidelines for use of HMA overlays to rehabilitate PCC pavements, Information Series 117, Lanham, MD.
National Cooperative Highway Research Program (NCHRP). (2004). “Guide for mechanistic-empirical design of new and rehabilitated pavement structures.” Draft Final Rep. NCHRP Project 1-37A, Transportation Research Board, National Research Council, Washington, D.C.
Noureldin, A. S. (1994). “Temperature gradient in a full depth asphalt and its effect on modulus and shear gradients.” The Proc. of 6th Conf. on Asphalt Pavements for Southern Africa (CAPSA), The Asphalt Academy, South Africa.
Swangsuriya, A., and Edil, T. B. (2004). “Soil stiffness gauge and dynamic cone penetrometer for earthwork property evaluation.” Proc. of the Transportation Research Board 83rd Annual Meeting (CD-ROM), Transportation Research Board, Washington, D.C.
Thompson, M. R. (1999). “Hot mix asphalt overlay design concepts for rubblized portland cement concrete pavements.” Transportation Research Record: Journal of the Transportation Research Board, 1684, National Research Council, Washington, D.C., 147–155.
Von Quintus, H. L., and Tam, W. (2000). “HMA overlay design for rubblization of PCC slabs.” Rep. No. 3066, Brent Rauhut Engineering, Inc., Austin, TX.
Von Quintus, H. L., Rao, C., Mallela, J., and Aho, B. (2007). “Guidance, parameters, and recommendations for rubblized pavements.” Final Rep. WHRP 06-13, Wisconsin Dept. of Transportation, Madison, Wisconsin.
Wisconsin DOT. (2007). Facilities development manual, <https://trust.dot.state.wi.us/static/standards/fdm/14/TC14.pdf> (September 3, 2007).
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© 2012. American Society of Civil Engineers.
History
Received: Nov 18, 2009
Accepted: Sep 1, 2011
Published online: Sep 3, 2011
Published in print: Apr 1, 2012
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