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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2013. Composite Pavement Systems, Volume 2: PCC/PCC Composite Pavements. Washington, DC: The National Academies Press. doi: 10.17226/22645.
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Page 108
Page 109
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2013. Composite Pavement Systems, Volume 2: PCC/PCC Composite Pavements. Washington, DC: The National Academies Press. doi: 10.17226/22645.
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Page 109

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109 National Cooperative Highway Research Program (NCHRP). Guide for Mechanistic-Empirical Design of New and Rehabilitated Structures. Final Report, Project 1-37A. Transportation Research Board, National Research Council, Washington, D.C., 2004. National Concrete Pavement Technology Center. Material and Construc- tion Optimization for Prevention of Premature Pavement Distress in PCC Pavements. Federal Highway Administration Pooled Fund Study TPF-5(066), March 2008. www.intrans.iastate.edu/reports /mco-final.pdf. Accessed March 14, 2013. Recasens, R. M., A. Martinez, and F. P. Jimenez. Evaluation of Effect of Heat-Adhesive Emulsions for Tack Coats with Shear Test. In Trans- portation Research Record: Journal of the Transportation Research Board No. 1970. Transportation Research Board of the National Academies, Washington, D.C., 2006, pp. 64–70. RILEM TC 176-IDC, M. J. Setzer, P. Heine, S. Kasparek, S. Palecki, R. Auberg, V. Feldrappe, and E. Siebel. Final Recommendations of RILEM TC 176-IDC Internal Damage of Concrete due to Frost Action. Test Methods of Frost Resistance of Concrete: CIF-Test: Capillary Suction, Internal Damage, and Freeze-thaw Test. Reference Method and Alternative Methods A and B. Materials and Structures, Vol. 37, No. 274, 2004, pp. 743–753. Sanchez de Juan, M., and P. A. Gutierrez. Study on the Influence of Attached Mortar Content on the Properties of Recycled Concrete Aggregate. Construction and Building Materials, Vol. 23, No. 2, 2009, pp. 872–877. Schlangen, E., and J. G. M. van Mier. Simple Lattice Model for Numeri- cal Simulation of Concrete Materials and Structures. Materials and Structures, Vol. 25, No. 153, 1992, pp. 534–542. Schlangen, E., and E. J. Garbocki. New Method for Simulating Fracture Using an Elastically Uniform Random Geometry Lattice. International Journal of Engineering Science, Vol. 34, No. 10, 1996, pp. 1131–1144. Setzer, M. J. RILEM TC 117-FDC: Freeze-Thaw and Deicing Resistance of Concrete. Materials and Structures, Supplement March 1997, pp. 3–6. Setzer, M. J. Frost-Attack on Concrete-Modeling by the Micro-Ice-Lens Model—Evaluating by RILEM CIF test. In Creep, Shrinkage and Durability Mechanics of Concrete and Concrete Structures (R. Sato et al. eds.), Taylor & Francis Group, London, 2009, pp. 971–977. Smiley, D. L. First Year Performance of the European Concrete Pavement on Northbound I-75–Detroit, Michigan. Research Report No. R-1338. Michigan Department of Transportation, Lansing, Michigan, 1995. Smiley, D. L. Second Year Performance of the European Concrete Pavement on Northbound I-75–Detroit, Michigan. Research Report No. R-1343. Michigan Department of Transportation, Lansing, Michigan, 1996. Snell, L. M., and B. G. Snell. Oldest Concrete Street in the United States. Concrete International, Vol. 24, No. 3, 2002, pp. 72–74. Thomlinson, J. Temperature Variations and Consequent Stresses Pro- duced by Daily and Seasonal Temperature Cycles in Concrete Slabs. Concrete Constructional Engineering, Vol. 36, No. 6, 1940, pp. 298–307. Tompkins, D., L. Khazanovich, and M. Darter. SHRP 2 Report S2-R21- RW-1: 2008 Survey of European Composite Pavements. Transportation Research Board of the National Academies, Washington, D.C., 2010. Wojakowski, J. B. High Performance Concrete Pavement. Report No. FHWA–KS–98/2. Kansas Department of Transportation, Topeka, Kansas, 1998. Weinfurter, J. A., D. L. Smiley, and R. D. Till. Construction of European Concrete Pavement on Northbound I-75—Detroit, Michigan. Research Report No. R-1333. Michigan Department of Transportation, Lansing, Michigan, 1994. Wells, S. A., B. M. Phillips, and J. M. Vandenbossche. Quantifying Built-In Construction Gradients and Early-Age Slab Deformation Caused by Environmental Loads in a Jointed Plain Concrete Pavement. International Journal of Pavement Engineering, Vol. 7, No. 4, 2006, pp. 275–289. Yu, H. T., K. D. Smith, M. I. Darter, J. Jiang, and L. Khazanovich. Performance of Concrete Pavements Volume III: Improving Concrete Pavement Performance, Final Report. Report No. FHWA-RD-95-111. Federal Highway Administration, McLean, Virginia, 1998.

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 Composite Pavement Systems, Volume 2: PCC/PCC Composite Pavements
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TRB’s second Strategic Highway Research Program (SHRP 2) Report S2-R21-RR-3: Composite Pavement Systems, Volume 2: PCC/PCC Composite Pavements investigates the structural and functional performance of placing a relatively thin, high-quality PCC surface atop a thicker PCC layer.

The first report in the series, Composite Pavement Systems, Volume 1: HMA/PCC Pavements, explores the structural and functional performance of surfacing a new portland cement concrete (PCC) pavement layer with a high-quality hot mix asphalt (HMA) layer.

Both of these new composite pavement systems have shown great promise for providing strong, durable, safe, smooth, and quiet pavements that need minimal maintenance.

The appendices to the two-volume report provide additional detail, understanding, and history on HMA/PCC and PCC/PCC pavements.

The project that produced this report also produced SHRP 2 Report S2-R21-RW-1: 2008 Survey of European Composite Pavements.

SHRP 2 Renewal Project R21 has also produced sample specifications related to three experimental composite pavement sections in Minnesota, as well as proposed revisions to AASHTO’s Mechanistic-Empirical Design Guide, Interim Edition: A Manual of Practice, which address newly constructed composite pavements.

​Software Disclaimer: This software is offered as is, without warranty or promise of support of any kind either expressed or implied. Under no circumstance will the National Academy of Sciences or the Transportation Research Board (collectively "TRB") be liable for any loss or damage caused by the installation or operation of this product. TRB makes no representation or warranty of any kind, expressed or implied, in fact or in law, including without limitation, the warranty of merchantability or the warranty of fitness for a particular purpose, and shall not in any case be liable for any consequential or special damages.

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