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48 References AASHTO, 2002a, Standard Specifications for Transportation Materials and Berkovitz, B. C., 1999, Field Monitoring for Corrosion of Metallic Rein- Methods of Sampling and Testing, 20th ed. American Association of forcements in MSE Structures, Proc. 34th Symposium of Engineering State Highway and Transportation Officials, Washington, D.C. Geology and Geotechnical Engineering, Logan, Utah, pp. 144169. AASHTO, 2002b, Standard Specifications for Highway Bridges, Division I, Bounopane, S. G., Schafer, B. W., and Igusa, T., 2003, Reliability Impli- 17th ed. American Association for Transportation and Highway cations of Advanced Analysis in Design of Steel Frames, Proceedings and Transportation Officials, Washington, D.C. ASSCCA. 2003, Sydney, Australia. AASHTO, 2009, LRFD Bridge Design Specifications, 4th ed. with Interims, Briaud, J. L., Griffin, R., Young, A., Soto, A., Suroor, A., and Park, H., American Association of State Highway and Transportation Officials, 1998, Long Term Behavior of Ground Anchors and Tieback Walls, Washington, D.C. Report FHWA/TX-99/1391-1, Federal Highway Administration, Allen, T., Christopher, B., Elias, V., and DiMaggio, J., 2001, Development U.S. Department of Transportation, Washington, D.C. of the Simplified Method for Internal Stability of Mechanically Stabilized Caltrans, 2009, Special Standard Specification 19-600: Earth Retaining Earth Walls, Report No. WA-RD 513.1, Washington State Trans- Structures, California Department of Transportation, Sacramento, portation Center, Seattle, 108 p. California. Allen, T. M., A. S. Nowak, and R. J. Bathurst, 2005, Transportation Coats, D. M., Tkacheff, W., and Parks, D. M., 1990, Corrosion Moni- Research Circular E-C079: Calibration to Determine Load and Resis- toring System for a Mechanically Stabilized Embankment, Report tance Factors for Geotechnical and Structural Design, Transportation No. CA/TL-89/14, NTIS, Springfield, Virginia, 49 p. Research Board of the National Academies, Washington, D.C., 83 p. Coats, D. M., Castanon, D. R., and Parks, D. M., 2003, Needs Assessment Anderson, S. A., Alzamora, D., and DeMarco, M. J., 2009, Asset Manage- for Maintenance Monitoring Program for Mechanically Stabilized ment Systems for Retaining Walls, GEO-Velopment: The Role of Embankment Structures, Draft Report, State of California, Depart- Geological and Geotechnical Engineering in New and Redevelopment ment of Transportation, Division of Engineering Services, Materials Projects, ASCE Geo Institute, Reston, Virginia, pp. 162177. Engineering and Testing Services, Corrosion Technology Branch, Association for Metallically Stabilized Earth (AMSE), 2006, Reduced 251 p. Zinc Loss Rate for Design of MSE Structures, White Paper, AMSE, Compton, C., and Oyler, D., 2005, Investigation of Fully Grouted Roof McLean, Virginia, Bolts Installed Under In Situ Conditions, Proc. 24th International Baecher, G. B., and Christian, J. T., 2003, Reliability and Statistics in Conference On Ground Control in Mining, Morgantown, West Vir- Geotechnical Engineering, John Wiley & Sons, Ltd., West Sussex, ginia, pp. 302312. England. Darbin, M., Jailloux, J. M., and Montuelle, J., 1988, Durability of Rein- Beckham, T. L., Sun, L., and Hopkins, T. C., 2005, Corrosion Evalua- forced Earth Structures: The Results of a Long-term Study Conducted tion of Mechanically Stabilized Earth Walls, Report No. KTC-05- on Galvanized Steel, Proc. Institution of Civil Engineers, Institution of 28/SPR 239-02-1F, Kentucky Transportation Cabinet, Frankfort, Civil Engineers, Part 1, Volume 84, pp. 10291057. Kentucky. D'Appolonia Consulting Engineers, McMahon & Mann Consulting Berg, R. R., Christopher, B. R., and Samtani, N. C., 2009, Design of Engineers, P.C., and the State University of New York at Buffalo, Mechanically Stabilized Earth Walls and Reinforced Slopes, Report 2001, NCHRP Web Document 27: Evaluation of Metal-Tensioned No. FHWA-NHI-09-xxx, National Highway Institute, Washington, Systems in Geotechnical Applications, Phase I, Interim Report, DC, 694 p. Transportation Research Board, National Research Council, Berke, B. S., and Sagues, A. A., 2009, Update on Condition of Reinforced Washington, D.C. Earthwall Straps, Report No, BD544-32, Florida Department of D'Appolonia Consulting Engineers, 2007, LRFD Calibration of Coherent Transportation, Tallahassee. Gravity Method for Metallically Stabilized Earth Walls, Association center/Completed_StateMaterials.shtm. for Metallically Stabilized Earth, Berkovitz, B. C., and Healy, E. A., 1997, A Rational Process for Corrosion Deaver, R., 1992, Mechanically Stabilized Earth Wall Study, Final Evaluation of Mechanically Stabilized Earth Walls, Mechanically Sta- Report, GDOT Research Project No. 9001, Office of Materials and bilized Backfill, J. T. Wu, Ed., Balkema, Rotterdam, the Netherlands, Research, Georgia Department of Transportation, Forest Park, pp. 259287. Georgia.

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49 Elias, V., 1990, Durability/Corrosion of Soil Reinforced Structures, Report Hegazy, Y. A., Withiam J. L., and Fishman, K. L., 2003, A Practical Semi- No. FHWA-RD-89-186, Office of Engineering and Highway Oper- Objective Sampling Criterion--How Many Samples Do We Need? ations, R&D, McLean, Virginia, 173 p. Soil and Rock America 2003, Proceedings, 12th Pan-American Con- Elias, V., 1997, Corrosion/Degradation of Soil Reinforcements for Mechan- ference on Soil Mechanics and Geotechnical Engineering, P. J. Culli- ically Stabilized Earth Walls and Reinforced Slopes, FHWA Report gan, H. H. Einstein and A. J. Whittle, eds., Vol. 2, pp. 27712776. No. FHWA-SA-96-072, NTIS, Springfield, Virginia, 105 p. Jackura, J. A., Garofalo, G., and Beddard, D., 1987, Investigation of Elias, V., Fishman, K. L., Christopher, B. R., and Berg, R. R., 2009, Corrosion at 14 Mechanically Stabilized Embankment Sites, Report Corrosion/Degradation of Soil Reinforcements for Mechanically No. CA/TL-87/12, California Department of Transportation, Stabilized Earth Walls and Reinforced Soil Slopes, FHWA Report Sacramento. No. FHWA-NHI-09-087, NTIS, Springfield, Virginia. Kendorski, F. S., 2003, Rock Reinforcement Longevity, Geostrata, Amer- Fdration Internationale de la Prcontrainte (FIP) (International Fed- ican Society of Civil Engineers, Reston, Virginia, October, pp. 912. eration for Prestressing), 1986, Corrosion and Corrosion Protection King, R. A., 1978, Corrosion in Reinforced Soil Structures, Proc. ASCE of Prestressed Ground Anchorages, State of the Art Report, Thomas Symposium on Earth Reinforcement, Pittsburgh, Pennsylvania. Telford, London, United Kingdom. Lawson, K. M., Thompson, N. G., Islam, M., and Schofield, M. J., 1993, FHWA, 1993, Recommendations Clouterre 1991, English Translation, Monitoring Corrosion of Reinforced Soil Structures, British Jour- report on the French National Project Clouterre, FHWA Report nal of NDT, British Institute of Nondestructive Testing, Liverpool, No. FHWA-SA-93-026, Washington, D.C., 321 p. England, 35(6), pp. 319324. FHWA, 2008, Earth Retaining Structures and Asset Management, Publi- Liao, S. T., Huang, C. K., and Wang, C. Y., 2008, Sonic Echo and Impulse cation No. FHWA-IF-08-014, Federal Highway Administration, Response Tests for Length Evaluation of Soil Nails in Various Bond- Washington D.C. ing Mediums, Canadian Geotechnical Journal, Vol. 45, pp. 10251035. Fishman, K. L., Gaus, M. P., Withiam, J. L., and Bontea, M., 2002, Con- Lokse, A., 1992, Durability and Long-Term Performance of Rock Bolts, dition Assessment of Buried Metal-Tensioned Elements, Trans- Ph.D. Dissertation, Norwegian Institute of Technology, University portation Research Record: Journal of the Transportation Research of Trondiem. Board, No. 1786, Transportation Research Board of the National Lumenaut, 2007, Software Manual, Version 3.4.21, http://www.lume Academies, Washington, D.C., pp. 8595. Fishman, K. L., 2004, Phase I: Condition Assessment and Evaluation of McGee, P., 1985, Reinforced Earth Wall Strip Serviceability Study, Final Rock Reinforcements Along I-93 Barron Mountain Rock Cut, Wood- Report: Study No. 8405, Georgia Department of Transportation, stock, NH, Report No. FHWA-NH-RD-13733L, NTIS, Springfield, Atlanta, GA, 24 p. Virginia, 21 p. McVay, M., Birgisson, B., Zhang, L., Perez, A., and Putcha, A., 2000, Fishman, K. L., Withiam, J. L., and Jackson, B. H., 2005, A Recom- Load and Resistance Factor Design (LRFD) for Driven Piles Using mended Practice for Condition Assessment of Ground Anchors and Dynamic Methods--A Florida Perspective, Geotechnical Testing Soil Nails, GEO Construction Quality Assurance/Quality Control, Journal, 23(1), pp. 5566. Proceedings of the Conference Sponsored by ADSC: The International Medford, W. M., 1999, Monitoring Corrosion of Galvanized Earth Wall Association of Foundation Drilling, D. A. Bruce and A. W. Cadden, Reinforcement, Presented at 78th Annual Meeting of the Trans- Eds., ADSC, Dallas, Texas. portation Research Board, Washington, D.C. Fishman, K. L., 2005, Phase II: Condition Assessment and Evaluation of Paikowski, S. G., 2004, NCHRP Report 507: Load and Resistance Factor Rock Reinforcements Along I-93 Barron Mountain Rock Cut, Wood- Design (LRFD) for Deep Foundations, Transportation Research Board stock, NH, Report No. FHWA-NH-RD-14282C, NTIS, Springfield, of the National Academies, Washington, D.C., 87 p. Virginia, 263 p. Post Tensioning Institute (PTI), 2004, Recommendations for Prestressed Fishman, K. L., Salazar, J. M., and Hilfiker, H. K., 2006, Corrosion in an Rock and Soil Anchors, 4th Edition, Phoenix, Arizona. Arid Environment and Condition Assessment of 20-Year Old Raeburn, C. L., Monkul, M. M., and Pyles, M. R., 2008, Evaluation of Mechanically Stabilized Earth Walls, Presented at 85th Annual Meet- Corrosion of Metallic Reinforcements and Connections in MSE Retain- ing of the Transportation Research Board, Washington, D.C. ing Walls, Report No. FHWA-OR-RD-08-10, Oregon Department Fontana, M. G., 1986. Corrosion Engineering, 3rd ed., McGraw Hill, of Transportation, Salem, New York, 555 p. TP_ERS/, 24 p. Galambos, T. V., and Ravindra, M. K., 1978, Properties of Steel for Rehm, G., 1980, The Service Life of Reinforced Earth Structures from a Use in LRFD, Journal of the Structural Engineering Division, ASCE, Corrosion Technology Standpoint, Expert Report, The Reinforced 104(9), 14591468. Earth Company, Vienna, Virginia. Gladstone, R. A., Anderson, P. L., Fishman, K. L., and Withiam, J. L., Rodger, A. A., Milne, G. D., and Littlejohn, G. S., 1997. Condition 2006, Durability of Galvanized Soil Reinforcement: More Than Monitoring & Integrity Assessment of Rock Anchorages, Ground 30 Years of Experience with Mechanically Stabilized Earth, Trans- Anchorages and Anchored Structures, S. Littlejohn, ed., Thomas portation Research Record: Journal of the Transportation Research Telford, London, England, pp. 343352. Board, No. 1975, Transportation Research Board of the National Romanoff, M., 1957, Underground Corrosion, National Bureau of Stan- Academies, Washington, D.C., pp. 4959. dards, Circular 579, U.S. Department of Commerce, Washington, Gong, J., Jayawickrama, P., and Tinkey, Y., 2005, Nondestructive Evalu- D.C. ation of Installed Soil Nails, Transportation Research Record: Journal Rossi, J. P., 1996, The Corrosion Behavior of Galvanized Steel in Mechani- of the Transportation Research Board, No. 1796, Transportation cally Stabilized Earth Structures, MS Thesis, Department of Civil and Research Board of the National Academies, Washington, D.C. Environmental Engineering, University of South Florida, Tampa. Hearn, G., Abu-Hejleh, N., and Koucherik, J., 2004, Inventory System for Sabatini, P. J., Pass, D. G., and Bachus, R. C., 1999, Ground Anchors Retaining Walls and Sound Barriers, Transportation Research Record: and Anchored Systems, Geotechnical Engineering Circular No. 4, Journal of the Transportation Research Board, No. 1866, Transporta- Federal Highway Administration, U.S. Department of Transporta- tion Research Board of the National Academies, pp. 8596. tion, Washington, D.C.

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50 Sagues, A. A., Rossi, J., Scott, R. J., Pena, J. A., and Simmons, T., 1998. Structures, Edited by G. S. Littlejohn, Thomas Telford, London, Influence of Corrosive Inundation on the Corrosion Rates of Galva- England, pp. 481491. nized Tie Straps in Mechanically Stabilized Earth Walls, Final Report Wheeler, J. J., 1999, NYSDOT, MSES Corrosion Evaluation Program, WPI0510686, Florida Department of Transportation Research End of the Year Report for 1998, NYSDOT Geotechnical Engineering Center, Tallahassee. Bureau, Albany, New York. Sagues, A. A., Scott, R., Rossi, J., Pena, J. A., and Powers, R., 2000, Corro- Wheeler, J. J., 2000, NYSDOT, MSES Corrosion Evaluation Program, End sion of Galvanized Strips in Florida Reinforced Earth Walls, Journal of the Year Report for 1999, NYSDOT Geotechnical Engineering of Materials in Civil Engineering, ASCE, Reston, Virginia. Bureau, Albany, New York. Smith, A., Jailloux, J. M., and Segrestin, P., 1996, Durability of Galva- Wheeler, J. J., 2001, NYSDOT, MSES Corrosion Evaluation Program, nized Steel Reinforcements as a Function of their Shape, Earth Rein- End of the Year Report for 2000, NYSDOT Geotechnical Engineering forcement, Ochiai, Yasufuku, and Omine, eds., Balkema, Rotterdam, Bureau, Albany, New York. pp. 5560. Wheeler, J. J., 2002(a), New York's Mechanically Stabilized Earth Cor- Stern, M., and Geary, A. L., 1957, Electrochemical Polarization, Journal rosion Evaluation Program, Presented at 81st Annual Meeting of of the Electrochemical Society, 104(1), p. 56. the Transportation Research Board, Washington, D.C. Task Force 27--AASHTO-AGC-ARBTA, 1990, Ground Modification Wheeler, J. J., 2002(b), NYSDOT, MSES Corrosion Evaluation Program, Techniques for Transportation Applications. End of the Year Report for 2001, NYSDOT Geotechnical Engineering Terre Arme Internationale (TAI), 1977, Durability of Reinforcing Strips, Bureau, Albany, New York. Report R50, Paris, France. Withiam, J. L., Voytko, E. P., Barker, R. M., Duncan, J. M., Kelly, B. C., Timmerman, D. H., 1990, Evaluation of Mechanically Stabilized Embank- Musser, S. C., and Elias, V., 1998, Load and Resistance Factor Design ments as Support for Bridge Structures, Interim Research Report, (LRFD) for Highway Bridge Substructures, FHWA HI-98-032, Fed- Ohio Department of Transportation. eral Highway Administration, Washington, D.C. USACOE, 1980, Engineering and Design of Rock Reinforcement, EM Withiam, J. L., Fishman, K. L., and Gaus, M. P., 2002, NCHRP Report 477: 1110-1-2907, Department of the Army Corps of Engineers, Office Recommended Practice for Evaluation of Metal-Tensioned Systems in of the Chief of Engineers, Washington, D.C. Geotechnical Applications, TRB, National Research Council, Wash- Vardeman, S. B., 1994, Statistics for Engineering Problem Solving, PES ington, D.C., 93 p. Publishing Co., Boston, Massachusetts, 712 p. Whiting, D., 1986, Corrosion Susceptibility of Reinforced Earth Systems: Weatherby, D. E., 1982, Tiebacks, FHWA/RD-82/047, NTIS, Springfield, Field Surveys, Corrosion Effect of Stray Currents and the Techniques Virginia. for Evaluating Corrosion of Rebars in Concrete, ASTM STP 906, V. Weerasinghe, R. B., and Adams, D., 1997, A Technical Review of Rock Chaker, ed., American Society for Testing and Materials, Philadel- Anchorage Practice 1976-1996, Ground Anchorages and Anchored phia, pp. 6477.