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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2019. Concrete Technology for Transportation Applications. Washington, DC: The National Academies Press. doi: 10.17226/25701.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2019. Concrete Technology for Transportation Applications. Washington, DC: The National Academies Press. doi: 10.17226/25701.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2019. Concrete Technology for Transportation Applications. Washington, DC: The National Academies Press. doi: 10.17226/25701.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2019. Concrete Technology for Transportation Applications. Washington, DC: The National Academies Press. doi: 10.17226/25701.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2019. Concrete Technology for Transportation Applications. Washington, DC: The National Academies Press. doi: 10.17226/25701.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2019. Concrete Technology for Transportation Applications. Washington, DC: The National Academies Press. doi: 10.17226/25701.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2019. Concrete Technology for Transportation Applications. Washington, DC: The National Academies Press. doi: 10.17226/25701.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2019. Concrete Technology for Transportation Applications. Washington, DC: The National Academies Press. doi: 10.17226/25701.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2019. Concrete Technology for Transportation Applications. Washington, DC: The National Academies Press. doi: 10.17226/25701.
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116 1. American Concrete Institute, Report on High-Strength Concrete, ACI 363R-10, Farmington Hills, MI, March 2010. 2. American Concrete Institute, Self-Consolidating Concrete, ACI 237R-07, Farmington Hills, MI, April 2007. 3. Bentz, D., and J. Weiss, Internal Curing: A 2010 State-of-the-Art Review, Report NISTIR-7765, National Institute of Standards and Technology, 2011. 4. Graybeal, B., TechNote: Design and Construction of Field-Cast UHPC Connections, FHWA-HRT-14-084, U.S. Department of Transportation, October 2014. 5. American Concrete Institute, Guide to Mass Concrete, ACI 207.1R-05, Farmington Hills, MI, 2006. 6. Tayabji, S., D. Ye, and N. Buch, SHRP 2 Report S2-R05-RR-1: Precast Concrete Pavement Technology, Transportation Research Board of the National Academies, Washington, DC, 2013. 7. American Concrete Institute, Guide to Roller-Compacted Concrete Pavements, ACI 327R-14, Farmington Hills, MI, February 2015. 8. American Concrete Institute, Report on Pervious Concrete, ACI 522R-10, Farmington Hills, MI, March 2010. 9. Cackler, T., Recycled Concrete Aggregate Usage in the US, National Concrete Pavement Technology Center, Iowa State University. Ames, 2018. https://intrans.iastate.edu/app/uploads/sites/7/2018/08/ RCA_US_usage_summary_w_cvr.pdf (accessed November 5, 2019). 10. American Concrete Institute, Accelerated Techniques for Concrete Paving, ACI 325.11R-01, Farmington Hills, MI, 2001. 11. Cackler, T., D. Harrington, and P. C. Taylor, Performance Engineered Mixtures (PEM) for Concrete Pavements, MAP Brief, Concrete Pavement Technology Center, Ames, IA, April 2017. 12. Russell, H. G., High-Performance Concrete—From Buildings to Bridges, Concrete International, Vol. 19, No. 8, August 1997, pp. 62–63. 13. American Concrete Institute, Report on Chemical Admixtures for Concrete, ACI 212.3R-10, Farmington Hills, MI, March 2010. 14. Mindess, S., and J. F. Young, Concrete, Prentice-Hall Inc., Englewood Cliffs, NJ, 1981. 15. Mokhtarzadeh, A., and C. French, Time-Dependent Properties of High-Strength Concrete with Consider- ation for Precast Applications, ACI Structural Journal, Vol. 97, No. 3, 2000, pp. 263–271. 16. deLarrard, F., and A. Belloc, The Influence of Aggregate on the Compressive Strength of Normal and High Strength Concrete, ACI Materials Journal, Vol. 94, No. 5, 1997, pp. 417–426. 17. Myers, J., and R. Carrasquillo, Influence of Hydration Temperature on the Durability and Mechanical Property Performance of HPC Prestressed/Precast Beams, Transportation Research Record: Journal of the Transportation Research Board, No. 1696, Vol. 1, TRB, National Research Council, Washington, DC, 2000, pp. 131–142. 18. American Concrete Institute, Guide to External Curing of Concrete, ACI 308-16, Farmington Hills, MI, 2016. 19. Armaghani, J., T. Larsen, and D. Romano, Aspects of Concrete Strength and Durability, Transportation Research Record 1335, TRB, National Research Council, Washington, DC, 1992, pp. 63–69. 20. Torres, S., and J. Eggers, Capping Systems for High-Strength Concrete, Transportation Research Record: Journal of the Transportation Research Board, No. 1979, Transportation Research Board of the National Academies, Washington, DC, 2006, pp. 46–53. 21. Carrasquillo, R., F. Slate, and A. Nilson, Microcracking and Behavior of High Strength Concrete Subject to Short-Term Loading, ACI Journal Proceedings, Vol. 78, No. 3, 1981, pp. 179–186. 22. Hale, W., and B. Russell, The Need for Air Entrainment in High Performance Concrete, Symposium Pro- ceedings: PCI/FHWA/FIB International Symposium on High Performance Concrete, L. S. Johal, Ed., Precast/ Prestressed Concrete Institute, Chicago, IL, September 2000. References

References 117 23. Cohen, M., Y. Zhou, and W. Dolch, Non-Air-Entrained High Strength Concrete—Is It Frost Resistant? ACI Materials Journal, Vol. 89, No. 4, 1992, pp. 406–415. 24. Kosmatka, S. H., B. Kerkhoff, and W. C. Panarese, Design and Control of Concrete Mixtures, 14th ed., Portland Cement Association, Skokie, IL, 2001. 25. Neville, A., Properties of Concrete, Pitman Books, 779 pp., 2011. 26. Armaghani, J., M. Romano, M. Bergin, and J. Moxley, High Performance Concrete in Florida Bridges, in SP 140-1: High Performance Concrete in Severe Environments, Paul Zia, Ed., American Concrete Institute, 1993, pp. 1–24. 27. Ozyildirim, C., Effects of Temperature on the Development of Low Permeability in Concretes, VTRC 98-R14, Virginia Transportation Research Council, Charlottesville, 1998. 28. Section 346: Portland Cement Concrete, Standard Specifications for Road and Bridge Construction, Florida Department of Transportation, 2017. 29. Yang, F., CE 241—Self-Consolidating Concrete, Report #1, University of California, Berkeley, March 2004. 30. Armaghani, J., K. Tawfiq, S. Squillacote, and M. Bergin, Accelerated Slab Replacement Using Self-Consolidated Concrete, Transportation Research Record: Journal of the Transportation Research Board, No. 2508, Transporta- tion Research Board of the National Academies, Washington, DC, 2015. 31. Hodgson, D., A. K. Schindler, D. A. Brown, and M. Stroup-Gardiner, Self-Consolidating Concrete for Use in Drilled Shaft Applications, Journal of Materials in Civil Engineering, Vol. 17, No. 3, 2005, pp. 363–369. 32. Ozyildirim, C., and G. Moruza, Using Self-Consolidating Concrete for Bridge Repairs—SCC Mix- tures Prove to Be Effective for Substructure Repairs, Concrete International, Vol. 37, No. 4, 2015, pp. 42–46. 33. Wang, K., S. Shah, D. White, J. Gray, T. Voigt, L. Gang, J. Hu, C. Halverson, and B. Pekmezci, Self-Consolidating Concrete—Application for Slip-Form Paving: Phase I (Feasibility Study), Report No. TPF-5(098), Center for Portland Cement Concrete Paving Technology, Iowa State University, Ames, November 2005. 34. Wang, K., S. Shah, J. Grove, J. Gray, P. Taylor, P. Weigand, J. Hu, B. Steffes, G. Lomboy, Z. Quanji, L. Gang, and N. Tregger, Self-Consolidating Concrete—Application for Slip-Form Paving: Phase II, Report No. DTFH61-06-H-00011, Center for Portland Cement Concrete Paving Technology, Iowa State University, Ames, May 2011. 35. Fang, W., C. Jianxiong, and Y. Changhui, Studies of Self-Compacting High-Performance Concrete with High Volume Mineral Additives, in Proceedings of the First International RILEM Symposium on SCC, Stockholm, Sweden, September 1999, pp. 569–578. 36. Ghafoori, N., R. Spitek, and M. Najimi, Transport Properties of Limestone-Containing Self-Consolidating Concrete, ACI Materials Journal, Vol. 114, No. 4, 2017, pp. 527–536. 37. Ghezal, A., and K. Khayat, Optimizing Self-Consolidating Concrete with Limestone Filler by Using Statisti- cal Factorial Design Methods, ACI Materials Journal, Vol. 99, No. 3, 2002, pp. 264–272. 38. Tawfiq, K., J. Armaghani, Accelerated Slab Replacement Using Temporary Precast Panels and Self-Consolidating Concrete, Final Report BDV30TWO 977-02, Florida Department of Transportation, 2016. 39. Khayat, K., and D. Mitchell, NCHRP Report 628: Self-Consolidating Concrete for Precast, Prestressed Concrete Bridge Elements, Transportation Research Board of the National Academies, Washington, DC, 2009. 40. Brown, D., and A. Schindler, High Performance Concrete and Drilled Shaft Construction, in ASCE GSP 158: Contemporary Issues in Deep Foundations, W. Camp, R. Castelli, D. F. Laefer, and S. Paikowsky, Eds., ASCE Press, 2005, pp. 1–12. 41. Bury, M., and E. Bühler, Methods and Techniques for Placing Self-Consolidating Concrete—An Overview of Field Experiences in North American Applications, in Proceedings of the First North American Conference on the Design and Use of SCC, ACBM, Chicago, IL, 2002, pp. 253–258. 42. Naito, C., G. Brunn, G. Parent, and T. Tate, Comparative Performance of High Early Strength and Self Consoli- dating Concrete for Use in Precast Bridge Beam Construction: Final Report, ATLLS Report No. 05-03, National Center for Engineering Research on Advanced Technology for Large Structural Systems, Lehigh University, Bethlehem, PA, May 2005. 43. Chan, Y., and Y. Liu, Development of Bond Strength of Reinforcement Steel in Self-Consolidating Concrete, ACI Structural Journal, Vol. 100, No. 4, 2003, pp. 490–498. 44. Sonebi, M., and P. Bartos, Performance of Reinforced Columns Cast with Self-Compacting Concrete, SP-200: Fifth CANMET/ACI International Conference on Recent Advances in Concrete Technology, Proceed- ings, American Concrete Institute, Farmington Hills, MI, 2001, pp. 415–432. 45. Khayat, K. H., Optimization and Performance of Air-Entrained Self-Consolidating Concrete, ACI Materials Journal, Vol. 97, No. 5, 2000, pp. 526–535. 46. Kosmatka, S., and M. Wilson, Design and Control of Concrete Mixtures, 16th ed., Portland Cement Association, Skokie, IL, 2016. 47. American Concrete Institute, Guide to External Curing of Concrete, ACI 308R-16, Farmington Hills, MI, 2016.

118 Concrete Technology for Transportation Applications 48. Bentur, A., S.-I. Igarashi, and K. Kovler, Prevention of Autogenous Shrinkage in High Strength Concrete by Internal Curing Using Wet Lightweight Aggregates, Cement and Concrete Research, Vol. 31, No. 11, 2001, pp. 1587–1591. 49. Geiker, M., D. Bentz, and O. Jensen, Mitigating Autogenous Shrinkage by Internal Curing, in SP-218: High- Performance Structural Lightweight Concrete, Proceedings of American Concrete Institute Fall Convention, J. P. Ries and T. A. Holm, Eds., 2004, pp. 143–154. 50. Bentz, D., Early Age Cracking Review: Causes, Measurements, and Mitigation Strategies, National Institute of Standards and Technology. Gaithersburg, MD, 2009. https://www-pub.iaea.org/MTCD/Publications/PDF/ TE-1701_add-CD/PDF/USA%20Attachment%2004.pdf (accessed November 5, 2019). 51. Castro, J., I. De la Varga, M. Golias, and W. 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References 119 69. Barrett, T., A. Miller, and W. J. Weiss, Documentation of the INDOT Experience and Construction of the Bridge Decks Containing Internal Curing in 2013, Joint Transportation Research Program Publication No. FHWA/IN/JTRP-2015/10. Purdue University, West Lafayette, IN, 2015. 70. Bentz, D., Internal Curing of High-Performance Blended Cement Mortars, ACI Materials Journal, Vol. 104, 2007, pp. 408–414. 71. Jones, W., M. House, and J. Weiss, Internal Curing of High-Performance Concrete Using Lightweight Aggregates and Other Techniques: Final Report, Colorado Department of Transportation, CDOT-2014-3, February 2014. 72. Guthrie, W. S., and J. Yaede, Internal Curing of Concrete Bridge Decks in Utah: Preliminary Evaluation, Transportation Research Record: Journal of the Transportation Research Board, No. 2342, Transportation Research Board of the National Academies, Washington, DC, 2013, pp. 121–128. 73. Roberts, J., Internal Curing in Pavements, Bridge Decks, and Parking Structures Using Absorptive Aggre- gates to Provide Water to Hydrate Cement not Hydrated by Mixing Water, presented at the Annual Meeting of the Transportation Research Board, Washington, DC, 2005. 74. Roberts, J., The 2004 Practice and Potential of Internal Curing of Concrete Using Lightweight Sand, in 1st International RILEM Symposium on Advances in Concrete Through Science and Engineering, RILEM Publications SARL, Bagneux, France, 2004, pp. 442–449. 75. Hoff, G., Internal Curing of Concrete Using Lightweight Aggregate, in Theodore Bremner Symposium on High-Performance Lightweight Concrete: Sixth CANMET/ACI International Conference on Durability, Thessaloniki, Greece, 2003, pp. 185–203. 76. Lopez, M., Creep and Shrinkage of High-Performance Lightweight Concrete: A Multi-Scale Investigation, PhD dissertation, Georgia Institute of Technology, Atlanta, GA, 2005. 77. American Concrete Institute, Guide for Structural Lightweight Aggregate Concrete, ACI 213R-14, Farmington Hills, MI. 78. Louisiana Transportation Research Center, Research Project Capsule 18-6C: Influence of Internal Curing on Measured Resistivity, 2018. http://www.ltrc.lsu.edu/pdf/2018/capsules_18-6C.pdf (accessed November 5, 2019). 79. Villareal, V., and D. Crocker, Better Pavements Through Internal Hydration: Taking Lightweight Aggregates to the Streets, Concrete International, February 2007, pp. 32–36. 80. Rao, C., and M. I. Darter, Evaluation of Internally Cured Concrete for Paving Applications, 2013. https://www.escsi.org/wp-content/uploads/2017/12/Eval-of-ICC-for-Paving-Apps-Report.pdf (accessed November 5, 2019). 81. Cleary, J., and N. Delatte, Implementation of Internal Curing in Transportation Concrete, in Transportation Research Record: Journal of the Transportation Research Board, No. 2070, 2008, pp. 1–7. 82. Bentz, D., S. Jones, and P. Peltz, Influence of Internal Curing on Properties and Performance of Cement-Based Repair Materials, Report NISTIR 8076, National Institute of Standards and Technology, 2015. 83. Cavalline, T., B. Tempest, J. Leach, G. Loflin, M. Fitzner, and R. Newsome, Internally Cured Concrete Using Prewetted Lightweight Aggregate: Final Report (Draft), Project FHWA/NC/RP 2016-06, North Carolina Department of Transportation. Raleigh, 2018. 84. National Institute of Standards and Technology, Menu for Internal Curing with Lightweight Aggregates. https://concrete.nist.gov/lwagg.html (accessed November 5, 2019). 85. Expanded Shale, Clay, and Slate Institute, Guide Specifications for Internally Cured Concrete, 2012. https://www.escsi.org/wp-content/uploads/2017/10/4001.1-IC-Guide-Specification-.pdf (accessed November 5, 2019). 86. New York State Department of Transportation, ITEM 557.5101-18: Internal Curing Specifications for Superstructure Slabs, Approach Slabs, Sidewalks, and Safety Walks, 2018. https://www.dot.ny.gov/ spec-repository/557.5101—18.pdf (accessed November 5, 2019). 87. West Virginia Department of Transportation, Division of Highways, Special Provision: Section 601, Structural Concrete, Internal Curing, 2013. 88. Russell, H. G., and B. A. Graybeal, Ultra-High-Performance Concrete: A State-of-the-Art Report for the Bridge Community, FHWA-HRT-13-060, June 2013. 89. Weldon, B., D. Jáuregui, C. Newtson, C. Taylor, K. Montoya, S. Allena, J. Muro, M. Talahat, E. Lyell, and E. Visage, Feasibility Analysis of Ultra-High-Performance Concrete for Prestressed Concrete Bridge Applications—Phase I and II, Final Report NM09MCS-01, New Mexico Department of Transportation Research Bureau, June 2012. 90. El-Tawil, S., Y.-S. Tai, and J. A. Belcher II, Field Application of Nonproprietary Ultra-High-Performance Concrete, Concrete International, Vol. 40, No. 1, January 2018, pp. 36–42. 91. Chen, Y., F. Matalkah, R. Weerasiri, A. Balachandra, and P. Soroushian, Dispersion of Fibers in Ultra-High- Performance Concrete, Concrete International, Vol. 39, No. 12, December 2017, pp. 45–50.

120 Concrete Technology for Transportation Applications 92. Corvez, D., Mixture Proportioning and Formulating for Robustness of UHPC Production on Site, presen- tation, Interactive Panel Proceedings, Panel 6, 1st International Symposium on Ultra-High-Performance Concrete, Des Moines, IA, July 2016. 93. Federal Highway Administration, Every Day Counts: An Innovation Partnership with States: EDC-3 Final Report, FHWA-17-CAI-005, McLean, VA, May 2017. 94. Standard Test Method for Flow of Hydraulic Cement Mortar, ASTM C1437, ASTM International, Vol. 04.01, West Conshohocken, PA, 2007. 95. New York State Department of Transportation, 557.21.16—Field Cast Joints Between Precast Concrete Units, July 2010. https://www.fhwa.dot.gov/hfl/resources/webinar/nysdot_uhpc_spec.cfm (accessed November 5, 2019). 96. 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124 Concrete Technology for Transportation Applications 196. Juenger, M., F. Winnefeld, J. Provis, and J. Ideker, Advances in Alternative Cementitious Binders, Cement and Concrete Research, Vol. 41, 2011, pp. 1232–1243. 197. American Concrete Institute, Report on Polymer-Modified Concrete, ACI 548.3R-09, Farmington Hills, MI, 2015. 198. Wilson, T., K. Smith, and A. Romine, Materials and Procedures for Rapid Repair of Partial-Depth Spalls in Concrete Pavement, Manual of Practice, FHWA-RD-99-152, Federal Highway Administration, McLean, VA, 1999. 199. Hoerner, T., K. Smith, H. T. Yu, D. Peshkin, and M. Wade, PCC Pavement Evaluation and Rehabilitation, Reference Manual for NHI Course No. 131062, National Highway Institute, Arlington, VA, 2001. 200. American Concrete Pavement Association, Concrete Pavement Field Reference: Preservation and Repair, Report EB239P, Skokie, IL, 2006. 201. Priddy, L., Development of Laboratory Testing Criteria for Evaluating Cementitious, Rapid Setting Repair Materials, ERCD/GLS TR-11-13, U.S. Army Corps of Engineers, Engineer and Research Development Center, Vicksburg, MS, 2011. 202. Priddy, L., and T. Rushing, Development of Laboratory Testing Protocol for Rapid-Setting Cementitious Material for Airfield Pavement Repairs, in Transportation Research Record: Journal of the Transportation Research Board, No. 2290, Transportation Research Board of the National Academies, Washington, DC, 2012, pp. 89–98. 203. Lesak, A., Installation and Field Testing of High-Performance Repair Materials for Pavements and Bridge Decks, MSCE thesis, Cleveland State University, December 2014. 204. Susinskas, L., Field Observation of Installation and Performance of Repair Materials, MSCE thesis, Cleveland State University, August 2016. 205. Department of Defense, Tri-Service Pavements Working Group, Testing Protocol for Polymeric Spall Repair Materials, Tri-Service Pavements Working Group (TSPWG) Manual, TSPWG M 3-270-01.08-4, February 28, 2017. 206. Amini, K., Laboratory Testing of High-Performance Repair Materials for Pavements and Bridge Decks, MSCE thesis, Cleveland State University, May 2015. 207. Woods, J., Specification Recommendations for Use of High Performance Repair Material, MSCE thesis, Cleveland State University, August 2016. 208. Ahlstrom, G., Update: Performance Engineered Concrete Mixtures and Quality Assurance Program, presented at National Concrete Consortium meeting, September 2015. https://intrans.iastate.edu/app/ uploads/2018/07/Ahlstrom-Update-Performance-Engineered-Concrete-and-QA-for-NCC-9-2015.pdf (accessed November 5, 2019). 209. Van Dam, T., Performance Engineered Mixtures—The Key to Predictable Long-Life Pavement Perfor- mance. Concrete Pavement Association of Minnesota. March 9, 2017. http://www.concreteisbetter.com/ wp-content/uploads/2017/04/1.PerformanceEngineeredMixes_VanDam.pdf (accessed November 5, 2019). 210. Cackler, T., M. Praul, and R. Duval, Developing a Quality Assurance Program for Implementing Perfor- mance Engineered Mixtures for Concrete Pavements, MAP Brief, Concrete Pavement Technology Center, Ames, IA, July 2017. 211. Cavalline, T., M. Ley, W. Weiss, T. Van Dam, and L. Sutter, A Road Map for Research and Implementation of Freeze-Thaw Resistant Highway Concrete, presented at 11th International Conference on Concrete Pavements, San Antonio, TX, August 28–31, 2016. 212. AASHTO, Standard PP 84-18: Standard Practice for Developing Performance Engineered Concrete Pavement Mixtures, West Conshohocken, PA, 2018. 213. Thomas, M., B. Fournier, and K. Folliard, Selecting Measures to Prevent Deleterious Alkali-Silica Reaction in Concrete: Rationale for the AASHTO PP65 Prescriptive Approach, FHWA-HIF-13-002, 2012. 214. Transportation Research Circular E-C171: Durability of Concrete, 2nd ed., Transportation Research Board of the National Academies, Washington, DC, 2013. 215. Weiss, J., Relating Transport Properties to Performance in Concrete Pavements, Concrete Pavement Technology Center, Ames, IA, 2014. 216. Monical, J., C. Villani, Y. Farnam, E. Unal, and J. Weiss, Using Low Temperature Differential Scanning Calorimetry to Quantify Calcium Oxychloride Formation for Cementitious Materials in the Presence of Calcium Chloride, Advances in Civil Engineering Materials, Vol. 5, No. 2, 2016, pp. 142–156. 217. Weiss, J., and Y. Farnam, Concrete Pavement Joint Deterioration: Recent Findings to Reduce the Potential for Damage, MAP Brief, CP Road Map, Concrete Pavement Technology Center, Ames, IA, 2015. 218. Rupnow, T., and P. Icenogle, Evaluation of Surface Resistivity Measurements as an Alternative to the Rapid Chloride Permeability Test for Quality Assurance and Acceptance, Final Report, FHWA/LA.11/479, Louisiana Transportation Research Center, Baton Rouge, 2011. 219. Cook, M., M. Ley, and A. Ghaeezada, A Workability Test for Slipformed Concrete Pavements, Construction and Building Materials, Vol. 68, 2014, pp. 376–383.

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The past few years have seen some significant advances in concrete technology. For example, newer concrete incorporating advances in admixtures and cementitious materials has emerged.

The TRB National Cooperative Highway Research Program's NCHRP Synthesis 544: Concrete Technology for Transportation Applications documents how state departments of transportation select and deploy concrete technologies in the construction of transportation facilities.

Concrete technology is also facing some emerging challenges that need to be addressed. These challenges include the present or future depletion of high-quality aggregates in some parts of the country, changes to power generating plants that will reduce the supply and consistency of acceptable fly ashes, and the incorporation of reclaimed or traditionally landfilled materials such as recycled concrete aggregate (RCA) into concrete.

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