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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2005. Guidelines for Early-Opening-to-Traffic Portland Cement Concrete for Pavement Rehabilitation. Washington, DC: The National Academies Press. doi: 10.17226/13543.
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Page 25
Page 26
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2005. Guidelines for Early-Opening-to-Traffic Portland Cement Concrete for Pavement Rehabilitation. Washington, DC: The National Academies Press. doi: 10.17226/13543.
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Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

25 REFERENCES American Concrete Institute (ACI), “State-of-the-Art Report on Alkali-Aggregate Reactivity.” ACI Manual of Practice—Part 1, ACI 221.1R-98, Farmington Hills, Michigan, ISSN 0065- 7875 (2003a). American Concrete Institute (ACI), “Guide to Durable Concrete.” ACI Manual of Practice—Part 1, ACI 201.2R-92, Farmington Hills, Michigan, ISSN 0065-7875 (2003b). American Concrete Institute (ACI), “Chemical Admixtures for Concrete.” ACI Manual of Practice—Part 1, ACI 212.3R-91. Farmington Hills, Michigan, ISSN 0065-7875 (2003c). American Concrete Pavement Association (ACPA), Scale-Resistant Concrete Pavements. Information Series IS117.02P, Skokie, Illi- nois (1992). American Concrete Pavement Association (ACPA), Concrete Paving Technology—Fast Track Concrete Paving. TB004.02, Skokie, Illinois (1994). American Concrete Pavement Association (ACPA), Concrete Paving Technology—Guidelines for Full-Depth Repair. TB002- 02P, Skokie, Illinois (1995). Embacher, R. A., and M. B. Snyder. Refinement and Validation of the Hydraulic Fracture Test. Final Report, Minnesota Depart- ment of Transportation (2001). Farney, J. A., and S. H. Kosmatka, Diagnosis and Control of Alkali- Aggregate Reactions in Concrete. Concrete Information Series No. IS413.01T. Portland Cement Association, Skokie, Illinois, ISBN 0 89312 146 0 (1997). Federal Highway Administration (FHWA), Air Void Analyzer Eval- uation, Report No. FHWA-SA-96-062, U.S. Department of Transportation, Washington, D.C. (1998). Federal Highway Administration (FHWA), Full-Depth Repairs. U.S. Department of Transportation, Washington, D.C. www.fhwa. dot.gov/pavement/full.htm (Accessed 2/19/03). Federal Highway Administration (FHWA), Temperature Manage- ment of Slabs. Final Report, Special Project 201, U.S. Depart- ment of Transportation, Washington D.C., June (1994). Folliard, K. J., and K. D. Smith, NCHRP Research Results Digest 281: Aggregate Tests for Portland Cement Concrete Pavements: Review and Recommendations. National Cooperative Highway Research Program, Transportation Research Board, Washington, D.C., September (2003). Hansen, W. C., “Crystal Growth as a Source of Expansion in Portland- Cement Concrete.” Proceedings, American Society for Test- ing and Materials (ASTM), Vol. 63, Philadelphia, Pennsylvania (1963). Hooton, R. D., M. D. A. Thomas, and K. Stannish, Prediction of Chloride Penetration in Concrete. FHWA-RD-00-142, Federal Highway Administration, McLean, Virginia, October (2001). Klemm, Waldemar A., and F. MacGregor Miller, Internal Sulfate Attack: A Distress Mechanism at Ambient and Elevated Temper- atures? PCA R&D Serial No. 2125, Portland Cement Associa- tion, Skokie, Illinois (1997). Kosmatka, S. H., B. Kerkhoff, and W. C. Panarese, Design and Control of Concrete Mixtures. Fourteenth Edition. Engineering Bulletin 001. Portland Cement Association. Skokie, Illinois, ISBN 0-89312-217-3 (2002). Kraai, P. P., “A Proposed Test to Determine the Cracking Potential Due to Drying Shrinkage of Concrete,” Concrete Construction, Sept. (1985). Lackey, H. B. “Factors Affecting Use of Calcium Chloride in Con- crete.” Cement, Concrete, and Aggregates, Vol. 14, No. 2 (Win- ter 1992). Lea, F. M., The Chemistry of Cement and Concrete. Chemical Pub- lishing Company (1971). Magura, D., “Evaluation of the Air Void Analyzer.” Concrete Inter- national, August (1996). Marchand, J., E. J. Sellevold, and M. Pigeon, “The Deicer Salt Scal- ing Deterioration of Concrete—An Overview.” Durability of Concrete. Third International Conference, Nice, France, V.M, Malhotra, ACI SP-145 (1994). Mehta, P. K., and P. J. M. Monteiro, Concrete: Structure, Proper- ties, and Materials. Second Edition. Prentice Hall. Englewoods Cliffs, New Jersey (1993). Mindess, S., J. F. Young, and D. Darwin, Concrete, Second Edition, Prentice-Hall Pearson Education, Inc., Upper Saddle River, New Jersey, ISBN 0-13-064632-6 (2003). National Highway Institute (NHI), PCC Pavement Evaluation and Rehabilitation. Reference Manual, NHI Course Number 131062, Federal Highway Administration, U.S. Department of Transpor- tation, October (2001). Neville, A. M., Properties of Concrete. John Wiley and Sons, Inc., New York, New York, ISBN 0-470-23527-6 (1996). Ouyang, C., and O. J. Lane, “Effect of Infilling of Air Voids by Ettringite on Resistance of Concretes to Freezing and Thawing.” Ettringite—The Sometimes Host of Destruction. SP-177. Ameri- can Concrete Institute. Farmington Hills, Michigan (1999). Pigeon, M., and R. Plateau. Durability of Concrete in Cold Cli- mates. E & FN Spon, ISBN 0-419-19260-3 (1995). Price, B., “Measuring Air Voids in Fresh Concrete.” Concrete, Vol. 30, No. 4 (1996). Schwartz, D. R. NCHRP Synthesis of Highway Practice 134: D-Cracking of Concrete Pavements. Transportation Research Board, Washington, D.C. (1987). Stanish, K. D., R. D. Hooton, and M. D. A Thomas, Testing the Chloride Penetration Resistance of Concrete: A Literature Review. FHWA Contract DTFH61-97-R-00022, University of Toronto, Toronto, Ontario, Canada, June (1977). Stark, D. Characterization and Utilization of Coarse Aggregate Associated with D-Cracking. RD047.01p, Portland Cement Asso- ciation, Skokie, Illinois (1976). Suryavanshi, A. K., J. D. Scantlebury, and S. B. Lyon, “Pore Size Distribution of OPC and SRPC Mortars in Presence of Chlo- rides.” Cement and Concrete Research, Vol. 25, No. 5 (1995). Thaulow, N., V. Johansen, and U. H. Jakobsen. What Causes Delayed Ettringite Formation? Bulletin No. 60, presented to the Fall 1995 Meeting of the Material Research Society, Boston, Massachusetts (1996). Van Dam, T. J., L. L. Sutter, K. D. Smith, M. J. Wade, and K. R. Peterson, Guidelines for Detection, Analysis, and Treatment of Materials-Related Distress in Concrete Pavements, Volume 1: Final Report. FHWA-RD-01-163, Federal Highway Administra- tion, Turner-Fairbank Highway Research Center, McLean, Vir- ginia, March (2002a).

26 Van Dam, T. J., L. L. Sutter, K. D. Smith, M. J. Wade, and K. R. Peterson, Guidelines for Detection, Analysis, and Treatment of Materials-Related Distress in Concrete Pavements, Volume 2: Guidelines Description and Use. FHWA-RD-01-164, Federal Highway Administration, Turner-Fairbank Highway Research Center, McLean, Virginia, March (2002b). Wang, H., and J. E. Gillott, “The Effect of CaCl2–Based Accelera- tor on Alkali Silica Reaction.” Cement and Concrete Research, Vol. 20 (1990). Whiting, D. A., and M. A. Nagi, Manual on Control of Air Content in Concrete. EB116, Portland Cement Association, Skokie, Illi- nois (1998).

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TRB’s National Cooperative Highway Research Program (NCHRP) Report 540: Guidelines for Early-Opening-to-Traffic Portland Cement Concrete for Pavement Rehabilitation examines the proportioning, testing, construction, and other aspects of early-opening-to-traffic (EOT) concrete.

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