Bridge Superstructure Tolerance to Total and Differential Foundation Movements (2018)

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NCHRP Project 12-103 235 References 1. Aktan, A.E., Catbas, F.N., Kijewski-Correa, T. (2013). Structural Identification of Constructed Systems. American Society of Civil Engineers. Reston, Virginia 2. Barker, R. M., J. M. Duncan, K. B. Rojiani, P. S. K. Ooi, C. K. Tan, and S. G. Kim. (1991). Manuals for the Design of Bridge Foundations. NCHRP Report 343. Transportation Research Board, National Research Council, Washington, DC. 3. Berti, Michael A. (2015). Verification of RAMPS Software for Design of Steel Girders. Master’s Thesis, University of Delaware, 2015. 4. Briaud, J. L., James, R. W., & Hoffman, S. B. (1997). Settlement of Bridge Approaches:(the Bump at the End of the Bridge) (Vol. 234). Transportation Research Board. 5. Chakravarti I.M., Laha R.G., and Roy J. (1967). Handbook of Methods of Applied Statistics, Vol. I, John Wiley and Sons, New York, NY, 392-394. 6. DiMillio, A. F. (1982). Performance of Highway Bridge Abutments Supported by Spread Footings on Compacted Fill, FHWA/RD-81/184 (NTIS PB83-201822). FHWA Staff Study. 7. FHWA. (2016). Post-Tensioned Box Girder Design Manual. USDOT Federal Highway Administration, https://www.fhwa.dot.gov/bridge/concrete/hif15016.pdf (Feb 2017) 8. Grover, R. A. (1978). Movement of Bridge Abutments and Settlements of Approach Pavements in Ohio. Transportation Research Record 678, Washington, D.C. 9. James, R. W., Zhang, H., Zollinger, D. G., Thompson, L. J., Bruner, R. F., & Xin, D. (1990). A study of bridge approach roughness, Texas Transportation Institute 10. Long, J., Olson, S., Stark, T., & Samara, E. (1998). Differential movement at embankment- bridge structure interface in Illinois. Transportation Research Record: Journal of the Transportation Research Board, (1633), 53-60.

NCHRP Project 12-103 236 11. Masceri, David M. (2015). Examination of Bridge Performance through the Extension of Simulation Modeling and Structural Identification to Large Populations of Structures. PhD Diss., Drexel University, 2015. 12. Mathworks. (2016). https://www.mathworks.com/help/optim/ug/fmincon.html (Feb. 2017) 13. McKay, M.D.; Beckman, R.J.; Conover, W.J. (1979). A Comparison of Three Methods for Selecting Values of Input Variables in the Analysis of Output from a Computer Code. Technometrics. American Statistical Association. 14. Moulton, L. K., H. V. S. GangaRao, and G. T. Halverson. (1985). Tolerable Movement Criteria for Highway Bridges, FHWA/RD-85/107. Federal Highway Administration, U.S. Department of Transportation, Washington, DC. 15. Puppala, A. J., Saride, S., Archeewa, E., Hoyos, L. R., & Nazarian, S. (2009). Recommendations for design, construction, and maintenance of bridge approach slabs: Synthesis report. Rep. No. FHWA/TX-09/6022, 1. USDOT Federal Highway Administration. 16. Samtani and Kulicki. (2016). Incorporation of Foundation Deformations in AASHTO LRFD Bridge Design Process. Second Strategic Highway Research Program (SHRP2) 17. Stark, T. D., Olson, S. M., & Long, J. H. (1995). Differential movement at the embankment/structure interface-mitigation and rehabilitation. Final report, No. Project IAB- H1, FY 93. 18. Tan, C. K., & Duncan, J. M. (1991). Settlement of footings on sands—accuracy and reliability. In Geotechnical Engineering Congress—1991: (pp. 446-455). American Society of Civil Engineers. 19. VDOT. (2005). Pre-stressed Concrete Bulb-Ts General Information. Volume 5 – Part 2, Virginia Dept. of Transportation 20. Wahls, H. E. (1990). Design and construction of bridge approaches (Vol. 159). Transportation Research Board. 21. Wahls, H.E. (1983). Shallow Foundations for Highway Structures - NCHRP Report 107, Transportation Research Board, National Research Council, Washington, D.C.

NCHRP Project 12-103 237 22. Walkinshaw, J. L. (1978). Survey of Bridge Movements in the Western United States. Transportation Research Record 678: Tolerable Movements of Bridge Foundations, Sand Drains, K-Test, Slopes, and Culverts, Transportation Research Board, National Research Council, Washington, D.C., 6–12