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Federal Highway Administration Research and Technology
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This report is an archived publication and may contain dated technical, contact, and link information
Publication Number: FHWA-HRT-04-121
Date: February 2005

Computer-Based Guidelines for Concrete Pavements Volume I-Project Summary

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REFERENCES

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  25. Khazanovich, Lev and Gotlif, Alex, Evaluation of Joint and Crack Load Transfer, FHWA-RD-02-088, Federal Highway Administration, McLean, VA, May 2003.
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  31. Simpson, A.L., Rauhut, J.B., Jordahl, P.R., Owusu-Antwi, E., Darter, M.I., Ahmad, R., Pendleton, O.J., Lee, Y.-H., Sensitivity Analyses for Selected Pavement Distresses. Strategic Highway Research Program, SHRP-P-393, National Research Council, Washington, D.C. 1994.
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  33. Darter, M.I., Becker, J.M., Snyder, M.B., and Smith, R.E., Portland Cement Concrete Pavement Evaluation System, COPES, National Cooperative Highway Research Program Report 277, Transportation Research Board, National Research Council, Washington, DC, September 1985.
  34. Lee, Y.H., and Lee, Y.M. Corner Stress Analysis of Jointed Concrete Pavements, Transportation Research Record No. 1525, Transportation Research Board, National Research Council, Washington, DC, 1996.
  35. Senadheera, S.P. and Zollinger, D.G., Framework for Incorporation of Spalling in Design of Concrete Pavements, Transportation Research Record No. 1449, Transportation Research Board, National Research Council, Washington, DC, 1994.
  36. Senadheera, S. P. and Zollinger, D.G., Influence of Coarse Aggregate in Portland Cement Concrete on Spalling of Concrete Pavements, Research Report 1244-11, Texas Transportation Institute, The Texas A&M University System, College Station, TX, 1994.
  37. Perera, R.W., Byrum, C., and Kohn, S.D., Investigation of Development of Pavement Roughness, FHWA-RD-97-147, Federal Highway Administration, Washington, DC, May 1998.
  38. Hoerner, T.E., Improved Prediction Models for PCC Pavement Performance Related Specifications, Volume I: Final Report, FHWA-RD-00-130, Federal Highway Administration, Washington, DC, December 2000.
  39. Won, M., Hankins, K. and McCullough, B.F., Mechanistic Analysis of Continuously Reinforced Concrete Pavements Considering Material Characteristics, Variability and Fatigue, Research Report 1169-2, Center for Transportation Research, The University of Texas at Austin, March 1991.
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  42. Jimenez, M.A., McCullough, B.F., and Hankins, K., Monitoring of Siliceous River Gravel and Limestone Continuously Reinforced Concrete Pavement Test Sections in Houston Two Years after Placement, and Development of a Crack Width Model for the CRCP-7 Program, Research Report 1244-4, Center for Transportation Research, The University of Texas at Austin, March 1992.
  43. Hansen, W., Jensen, Elin, Mohr, P., Jensen, K., Pane, I. and Mohamed, A., The Effects of Higher Strength and Associated Concrete Properties on Pavement Performance, FHWA-RD-00-161, June 2001.
  44. Dossey, T. and McCullough, B.F., Characterization of Concrete Properties with Age, Research Report 1244-2, Center for Transportation Research, The University of Texas at Austin, March 1992.
  45. Kim, S.M., Won, M., and McCullough, B.F., "Three-Dimensional Analysis of Continuously Reinforced Concrete Pavements," Transportation Research Board 79th Annual Meeting, January 9-13, 2000.
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  61. Tia, M., Bloomquist, D., Yang, M.C.K., Soongswang, P., and Meletiou, C.A., Field and Laboratory Study of Modulus of Rupture and Permeability of Structural Concretes in Florida, Final Report FL/DOT/SMO/89/361, Department of Civil Engineering, University of Florida, Gainesville, FL, 1990.
  62. Ruiz, J.M, Rasmussen, R.O., Nelson, P.K., Merritt, D.K., Chang, G.K., and Dick, J.C., Computer-Based Guidelines for Job-Specific Optimization of Paving Concrete, FHWA Contract DTFH61-02-C-00081, Interim Report, The Transtec Group, 2003.
  63. Data Collection (LTPP), http://www.tfhrc.gov/pavement/ltpp/data.htm, date last modified 3/21/03. Last accessed on February 9, 2004.
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  65. Suh, Y.C., Hankins K., and McCullough, B.F., Early-Age Behavior of Continuously Reinforced Concrete Pavement and Calibration of the Failure Prediction Model in the CRCP-7 Program, Research Report 1244-3, Center for Transportation Research, The University of Texas at Austin, March 1992.
  66. Otero, M.A., McCullough, B.F., and Hankins, K., Monitoring of Siliceous River Gravel and Limestone Continuously Reinforced Concrete Pavement Test Sections in Houston 2 Years After Placement, and Development of a Crack Width Model for the CRCP-7 Program, Research Report 1244-4, Center for Transportation Research, The University of Texas at Austin, March 1992.
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  69. AASHTO Guide for Design of Pavement Structures 1993, American Association of State Highway and Transportation Officials, Washington, DC, 1993.

[1] HIPERPAV alone with no preceding numeral refers to the overall concrete pavement design and construction guidelines, while HIPERPAV I and HIPERPAV II refer to the two different software generations.

[2] CEB stands for Euro-International Concrete Committee (Comité Euro-International du Béton), FIB stands for International Concrete Federation (Fédération Internationale du Béton)

 

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