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Suggested Citation:"References ." National Academies of Sciences, Engineering, and Medicine. 2013. High Performance Concrete Specifications and Practices for Bridges. Washington, DC: The National Academies Press. doi: 10.17226/22620.
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Page 38
Page 39
Suggested Citation:"References ." National Academies of Sciences, Engineering, and Medicine. 2013. High Performance Concrete Specifications and Practices for Bridges. Washington, DC: The National Academies Press. doi: 10.17226/22620.
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Page 39
Page 40
Suggested Citation:"References ." National Academies of Sciences, Engineering, and Medicine. 2013. High Performance Concrete Specifications and Practices for Bridges. Washington, DC: The National Academies Press. doi: 10.17226/22620.
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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.

38 American Association of State Highway and Transportation Officials (AASHTO), “Standard Practice for Match Curing of Concrete Test Specimens, Designation PP54,” AASHTO, Washington, D.C., 2006. American Association of State Highway and Transportation Officials (AASHTO), AASHTO LRFD Bridge Construc- tion Specifications, 3rd ed., AASHTO, Washington, D.C., 2010a. American Association of State Highway and Transportation Officials (AASHTO), AASHTO LRFD Bridge Design Spec- ifications, 5th ed., AASHTO, Washington, D.C., 2010b. American Concrete Institute (ACI), ACI Committee 305, “Hot Weather Concreting,” ACI 305R-99, ACI, Farmington Hills, Mich., 1999, 20 pp. American Concrete Institute (ACI), “ACI Concrete Termi- nology,” ACI, Farmington Hills, Mich., 2010 [Online]. Available: http://terminology.concrete.org [accessed Aug. 14, 2012]. American Concrete Institute (ACI), ACI Committee 363, “Report on High-Strength Concrete,” ACI 363R-10, ACI, Farmington Hills, Mich., 2010, 55 pp. Alampalli, S. and F.T. Owens, “Improved Performance of New York State Bridge Decks,” HPC Bridge Views, No. 7, Jan./Feb. 2000, p. 3 [Online]. Available: http://www. hpcbridgeviews.org [accessed Jan. 3, 2012]. Browning, J. and D. Darwin, “Specifications to Reduce Bridge Deck Cracking,” HPC Bridge Views, No. 46, Sep./Oct. 2007, pp. 1–2 [Online]. Available: http://www. hpcbridgeviews.org [accessed Jan. 11, 2012]. Browning, J., D. Darwin, and K.F. Hurst, “Specifications to Reduce Bridge Deck Cracking,” HPC Bridge Views, No. 55, May/June 2009, pp. 1–3 [Online]. Available: http://www. hpcbridgeviews.org [accessed Jan. 11, 2012]. Bruce, R.N., H.G. Russell, and J.J. Roller, Implementation of High Performance Concrete in Louisiana Bridges, Interim Report, Research Report No. 310, Louisiana Transportation Research Center, Baton Rouge, Feb. 1998, 67 pp. Bruce, R.N., Jr., J.J. Roller, and H.G. Russell, Structural Monitoring of Rigolets Pass Bridge, Final Report, Report No. FHWA/LA.08/437, Louisiana Transportation Research Center, Research Baton Rouge, 2009, 78 pp. Bruce, R.N., H.G. Russell, J.J. Roller, and B.M. Hassett, Implementation of High Performance Concrete in Louisiana Bridges, Final Report, Research Report No. 310, Louisiana Transportation Research Center, Baton Rouge, June 2001, 67 pp. Carino, N.J., “Performance-Based Requirements for Con- crete,” Concrete International, Vol. 33, No. 6, June 2011, pp. 47–51. Chrzanowski, M.F., “Performance-Based Requirements for Concrete 101,” Concrete International, Vol. 33, No. 5, May 2011, pp. 49–52. Expanded Shale, Clay and Slate Institute (ESCSI), ESCSI Guide Specifications for Internally Cured Concrete, Infor- mation Sheet 4001.1, ESCSI, Chicago, Ill., Jan. 2012. Goodspeed, C.H., S. Vanikar, and R. Cook, “High Perfor- mance Concrete Defined for Highway Structures,” Concrete International, Vol. 18, No. 2, Feb. 1996, pp. 62–67. Graves, D.Z., Evaluation of Bridge Deck Overlays, Final Report, Technical Report No. 03-1, New York State Depart- ment of Transportation, Albany, Nov. 2003, 23 pp. Graybeal, B., “Ultra-High Performance Concrete,” TechNote No. FHWA-HRT-11-039, FHWA, U.S. Department of Transportation, Washington, D.C., 2011, 8 pp. Halkyard, T.D., “Renewal of FHWA’s HPC Technology Delivery Team,” HPC Bridge Views, No. 19, Jan./Feb. 2002, pp. 1–2 [Online]. Available: http://www.hpcbridgeviews.org [accessed Jan. 11, 2012]. Jaber, T.M., Implementing HPC on the Sunshine Bridge Project, Report No. SPR 358, Arizona Department of Transportation, Phoenix, Nov. 2007, 154 pp. Khaleghi, B. and J. Weigel, “HPC Bridge Decks in Wash- ington State,” HPC Bridge Views, No. 15, May/June 2001, p. 2 [Online]. Available: http://www.hpcbridgeviews.org [accessed Jan. 11, 2012]. Kosmatka, S.H. and M.L. Wilson, Design and Control of Concrete Mixtures, Engineering Bulletin 001, Portland Cement Association, Skokie, Ill., 2011, 444 pp. Kowalsky, M.J., P. Zia, M.C. Wagner, and B.A. Warren, The Behavior of Prestressed High Performance Concrete Bridge Girders for US Highway 401 over the Neuse River in Raleigh, N.C., Report No. FHWA/NC/2002-003, Depart- ment of Civil Engineering, Carolina State University, Raleigh, 2002, 140 pp. Kowalsky, M.J., P. Zia, H.M. Dwairi, and R. Wilson, The Behavior of Prestressed High Performance Concrete Bridge Girders for US Highway 401 over the Neuse River in Wake County, N.C., Report No. FHWA/NC/2002-003, Department of Civil Engineering, North Carolina State University, Raleigh, 2003, 91 pp. Leming, M.L., S.H. Ahmad, P. Zia, J.J. Schemmel, R.P. Elliott, and A.E. Naaman, High Performance Concretes: An Annotated Bibliography 1974–1989, Report No. SHRP-C/ WP-90-001, Strategic Highway Research Program, National Research Council, Washington, D.C., 1990, 403 pp. Mokarem, D., H. Russell, and M. Khan, High Performance Concrete Bridge Deck Investigation, Report No. FHWA- HRT-10-028, FHWA, U.S. Department of Transportation, Nov. 2009, 733 pp. Available through the National Tech- nical Information Service, www.ntis.gov, NTIS Accession No. PB2009-115497. Moore, J.A., “AASHTO Lead State Implementation,” HPC Bridge Views, No. 2, Mar./Apr. 1999, p. 1 [Online]. Available: http://www.hpcbridgeviews.org [accessed Jan. 11, 2012]. REFERENCES

39 Moore, J.A. and M.L. Ralls, “HPC Lead States Team Plans,” HPC Bridge Views, No. 10, July/Aug. 2000, p. 1 [Online]. Available: http://www.hpcbridgeviews.org [accessed Jan. 11, 2012]. Naaman, A.E., F.M. Al-Khairi, and H. Hammond, Mechanical Behavior of High Performance Concretes, Volume 6: High Early Strength Fiber-Reinforced Concrete (HESFRC), Report No. SHRP-C366, Strategic Highway Research Program, National Research Council, Washington, D.C., 1993, 297 pp. Napier, C.S., “The Evolution of HPC in Virginia,” HPC Bridge Views, No. 37, Jan./Feb. 2005, p. 2 [Online]. Available: http://www.hpcbridgeviews.org [accessed Jan. 11, 2012]. Owens, F.T. and S. Alampalli, In Service Performance of HP Concrete Bridge Decks, Special Report 130, Transporta- tion Research and Development Bureau, New York State Department of Transportation, Albany, Feb. 1999, 27 pp. Ozyildirim, C., “Permeability Specifications for High- Performance Concrete Decks,” Transportation Research Record No. 1610, Transportation Research Board, National Research Council, Washington, D.C., 1998, pp. 1–5. Ozyildirim, C., “Virginia’s End-Result Specifications,” Concrete International, Vol. 33, No. 3, Mar. 2011, pp. 41–45. Parry, J.M., “Wisconsin’s Experience with HPC Bridge Decks,” HPC Bridge Views, No. 67, May/June 2011, pp. 1–3 [Online]. Available: http://www.hpcbridgeviews.org [accessed Jan. 11, 2012]. Pennsylvania Aggregates and Concrete Association (PACA), The AAAP Bridge Deck Concrete Initiative, PACA, Harrisburg, undated, 53 pp. Precast/Prestressed Concrete Institute (PCI), Bridge Design Manual, 3rd ed., PCI, Chicago, Ill., 2011. Praul, M.F., “Curing for HPC Bridge Decks—Bring on the Water,” HPC Bridge Views, No. 15, May/June 2001, p. 1 [Online]. Available: http://www.hpcbridgeviews.org [accessed Jan. 11, 2012]. Rabbat, B.G. and S.N. Vanikar, “What Is HPC for Bridges,” HPC Bridge Views, No. 1, Jan./Feb. 1999, p. 2 [Online]. Available: http://www.hpcbridgeviews.org [accessed Jan. 11, 2012]. Ramakrishnan, V. and A. Sigl, Evaluation of High Performance Concrete in Four Bridge Decks as well as Prestressed Girders for Two Bridges, Report No. SD1998-06-F, South Dakota Department of Transportation, Pierre, Dec. 31, 2001, 180 pp. plus appendices. Royce, M., “New York State—Full-Scale Implementation of HPC,” HPC Bridge Views, No. 23, Sept./Oct. 2002, p. 1 [Online]. Available: http://www.hpcbridgeviews.org [accessed Jan. 11, 2012]. Royce, M., “New York State’s Use of High Strength High Performance Concrete,” HPC Bridge Views, No. 43, Spring 2006 [Online]. Available: http://www.hpcbridgeviews.org [accessed Jan. 11, 2012]. Russell, H.G., NCHRP Synthesis of Highway Practice 333: Concrete Bridge Deck Performance, Transportation Research Board of the National Academies, Washington, D.C., 2004, 101 pp. Russell, H.G., “Q & A: What Is the Latest Definition of High Performance Concrete for Bridges?” HPC Bridge Views, No. 68, July/Aug. 2011 [Online]. Available: http://www. hpcbridgeviews.org [accessed Jan. 3, 2012]. Russell, H.G. and H.C. Ozyildirim, “Revising High- Performance Concrete Classifications,” Concrete Inter- national, Vol. 28, No. 8, Aug. 2006, pp. 43–49. Russell, H.G., R.A. Miller, H.C. Ozyildirim, and M.K. Tadros, Compilation and Evaluation of Results from High-Performance Concrete Bridge Projects, Volume I: Final Report, Report No. FHWA-HRT-05-056, FHWA, U.S. Department of Transportation, Washington, D.C., Oct. 2006a, 178 pp. Russell, H.G., R.A. Miller, H.C. Ozyildirim, and M.K. Tadros, Compilation and Evaluation of Results from High-Performance Concrete Bridge Projects, Volume II: Appendixes, Report No. FHWA-HRT-05-057, FHWA, U.S. Department of Transportation, Washington, D.C., Oct. 2006b, 303 pp. Schell, H.C. and J. Konecny, “Ontario’s HPC Performance Specifications,” HPC Bridge Views, No. 15, May/June 2001, p. 3 [Online]. Available: http://www.hpcbridgeviews.org [accessed Jan. 11, 2012]. Stallings, J.M. and S. Eskildsen, Camber and Prestress Losses in High Performance Concrete Bridge Girders, Final Report, Auburn College of Engineering, Highway Research Center, Auburn, Ala., May 2001, 116 pp. Stallings J.M. and P. Porter, Live Load Tests of Alabama’s HPC Bridge, Final Report, Auburn College of Engineer- ing, Highway Research Center, Auburn, Ala., Mar. 2002, 107 pp. Streeter, D.A., “HPC in New York State Bridge Decks,” HPC Bridge Views, No. 6, Nov./Dec. 1999, p. 2 [Online]. Available: http://www.hpcbridgeviews.org [accessed Jan. 3, 2012]. 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Weigel, J., “HPC in Washington State,” HPC Bridge Views, No. 7, Jan./Feb. 2000, p. 1 [Online]. Available: http:// www.hpcbridgeviews.org [accessed Jan. 11, 2012].

40 Weigel, J., “Evolution of HPC in Washington State,” HPC Bridge Views, No. 35, Sept./Oct. 2004, p. 2 [Online]. Available: http://www.hpcbridgeviews.org [accessed Jan. 11, 2012]. Whiting, D. and R. Detwiler, NCHRP Report 410: Silica Fume Concrete for Bridge Decks, Transportation Research Board, National Research Council, Washington, D. C., 1998, 18 pp. plus appendices. Zia, P., M.L. Leming, and S.H. Ahmad, High Performance Concrete, A State-of-the Art Report, Report No. SHRP-C/ FR-91-103, Strategic Highway Research Program, National Research Council, Washington, D.C., 1991. Zia, P., M.L. Leming, S.H. Ahmad, J.J. Schemmel, R.P. Elliott, and A.E. Naaman, Mechanical Behavior of High Perfor- mance Concretes, Volume 1: Summary Report, Report No. SHRP-C361, Strategic Highway Research Program, National Research Council, Washington, D.C., 1993a, 98 pp. Zia, P., M.L. Leming, S.H. Ahmad, J.J. Schemmel, and R.P. Elliott, Mechanical Behavior of High Performance Concretes, Volume 2: Production of High Performance Concrete, Report No. SHRP-C362, Strategic Highway Research Program, National Research Council, Washington, D.C., 1993b, 92 pp. Zia, P., S.H. Ahmad, M.L. Leming, J.J. Schemmel, and R.P. Elliott, Mechanical Behavior of High Performance Concretes, Volume 3: Very Early Strength (VES) Concrete, Report No. SHRP-C363, Strategic Highway Research Program, National Research Council, Washington, D.C., 1993c, 116 pp. Zia, P., S.H. Ahmad, M.L. Leming, J.J. Schemmel, and R.P. Elliott, Mechanical Behavior of High Performance Concretes, Volume 4: High Early Strength (HES) Concrete, Report No. SHRP-C364, Strategic Highway Research Program, National Research Council, Washington, D.C., 1993d, 179 pp. Zia, P., S.H. Ahmad, M.L. Leming, J.J. Schemmel, and R.P. Elliott, Mechanical Behavior of High Performance Concretes, Volume 5: Very High Strength (VHS) Concrete, Report No. SHRP-C365, Strategic Highway Research Program, National Research Council, Washington, D.C., 1993e, 101 pp. Zia, P., S.H. Ahmad, M.L. Leming, High Performance Concrete: An Annotated Bibliography (1989–1994), Report No. FHWA-RD-96-112, Federal Highway Administra- tion Program, National Research Council, Washington, D.C., 1996, 337 pp. Available through National Techni- cal Information Service at www.ntis.gov with accession No. PB96183777 [accessed Jan. 11, 2012]. Zia, P., S.H. Ahmad, and M.L. Leming, High Performance Concrete: A State-of-the Art Report (1989–1994), Report No. FHWA-RD-97-030, Federal Highway Administra- tion, Washington, D.C., 1997, Chapter 1 [Online]. Avail- able: http://www.fhwa.dot.gov/publications/research/ infrastructure/structures/hpc/97030/chap1.cfm. [accessed Jan. 11, 2012]. Change last number for each chapter.

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TRB’s National Cooperative Highway Research Program (NCHRP) Synthesis 441: High Performance Concrete Specifications and Practices for Bridges documents the types of specifications and practices used by state transportation agencies to produce high performance concrete for bridges. The report also identifies specifications and practices reported as having improved concrete performance and those that have been less successful.

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