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Countermeasures to Protect Bridge Piers from Scour (2007)

Chapter: Appendix A - Bibliography of Current Practice

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Suggested Citation:"Appendix A - Bibliography of Current Practice." National Academies of Sciences, Engineering, and Medicine. 2007. Countermeasures to Protect Bridge Piers from Scour. Washington, DC: The National Academies Press. doi: 10.17226/17612.
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Suggested Citation:"Appendix A - Bibliography of Current Practice." National Academies of Sciences, Engineering, and Medicine. 2007. Countermeasures to Protect Bridge Piers from Scour. Washington, DC: The National Academies Press. doi: 10.17226/17612.
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Suggested Citation:"Appendix A - Bibliography of Current Practice." National Academies of Sciences, Engineering, and Medicine. 2007. Countermeasures to Protect Bridge Piers from Scour. Washington, DC: The National Academies Press. doi: 10.17226/17612.
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Suggested Citation:"Appendix A - Bibliography of Current Practice." National Academies of Sciences, Engineering, and Medicine. 2007. Countermeasures to Protect Bridge Piers from Scour. Washington, DC: The National Academies Press. doi: 10.17226/17612.
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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.

A-1 Abt, S.R., Wittler, R.J., Ruff, J.F., LaGrone, D.L., Khattak, M.S., Nelson, J.D., Hinkle, N.E., and Lee, D.W., “Development of Riprap Design Criteria by Riprap Testing in Flumes: Phase II,” U.S. Nuclear Regulatory Commission, Report NUREG/CR-4651 ORNL/TM- 10100/V2, Vol. 2 (1988). American Society of Testing and Materials (ASTM), “Annual Book of ASTM Standards,” Vol. 4.08, West Conshohocken, PA (2003). American Society of Testing and Materials (ASTM), “Annual Book of ASTM Standards,” Vol. 4.09, West Conshohocken, PA (2003). Avila, C., Jaques, S., and Davies, P., “CALTRANS Countermeasure and their Costs,” Water Resources Engineering, pp. 51–56 (1998). Austroads, “Waterway Design – A Guide to the Hydraulic Design of Bridges, Culverts and Floodways,” Austroads, Sydney, Australia, 139 pp. (1994). Ayres Associates, “A-Jacks Concrete Armor Units Channel Lining and Pier Scour Design Manual,” prepared for Armortec, Inc., Bowling Green, KY (1999). Ayres Associates, “Design Manual for Articulating Concrete Block Sys- tems,” prepared for Harris County Flood Control District under Project No. 32-0366.00, Fort Collins, CO, (2001) Bedingfield, L., and Hourani, N.M., “Scour Surveying and Countermea- sures in Massachusetts,” Federal Highway Administration, Report No. FHWA-RD-90-035 (1989). Bertoldi, D., and Kilgore, R., “Tetrapods as a Scour Countermeasure,” Hydraulic Engineering, Vol. 2, 1993 National Conference on Hydraulic Engineering, 25–30 July, San Francisco, CA, ASCE, New York, pp. 1385–1390 (1993). Bertoldi, D.A., Jones, J.S., Stein, S.M., Kilgore, R.T., and Atayee, A.T., “An Experimental Study of Scour Protection Alternatives at Bridge Piers,” FHWA-RD-95-187, Federal Highway Administration, Washington, D.C. (1996). Bonasoundas, M., “Strömungsvorgang und kolkproblem,” Report No. 28, Oskar V. Miller Institute, Tech. Univ. Munich, Germany (1973). Brauns, J., Heibaum, M., and Schuler, U., (eds.), Filters in Geotechnical and Hydraulic Engineering, First International Conference (Geo- Filters), Karlsruhe, Germany, 20-22 October 1992, A.A. Balkema Publishers, Brookfield, VT, 403 p. (1993). Brebner, A., “Performance of Dolos Blocks in an Open Channel Situa- tion,” Proceedings 16th Annual Conference on Coastal Engineering, Hamburg, West Germany, August, pp. 2305–2307 (1978). Breusers, H.N.C., and Raudkivi, A.J., “Scouring,” IAHR, Hydraulic Structures Design Manual 2 (1991). Breusers, H.N.C., Nicollet, G., and Shen, H.W., “Local Scour Around Cylindrical Piers,” IAHR Journal of Hydraulic Research, Vol. 15, No. 3, pp. 211–252 (1977). Brice, J.C., and Blodgett, J.C., “Countermeasure for Hydraulic Prob- lems at Bridges,” Volumes 1 and 2, FHWA-RD-78-162 and 163, USGS, Menlo Park, CA, (1978). Brown, S.A., and Clyde, E.S., “Design of Riprap Revetment,” Hydraulic Engineering Circular No. 11 (HEC-11), FHWA-IP-016, Federal Highway Administration, Washington, D.C. (1989). Bryson, D.W., Ghere, D.G., and Hulbert, W.H., “European Practice for Bridge Scour and Stream Instability Countermeasures,” Trans- portation Research Record 1696, Vol. 2, pp. 236–243 (2000). Burns, R.S., Fotherby, L.M., Ruff, J.F., and Carey, J.M., “Design Exam- ple for Bridge Pier Scour Measures Using Toskanes,” Transportation Research Record 1523, pp. 173–177 (1996). Federal Waterway Engineering and Research Institute (BAW), “Code of Practice – Use of Cement Bonded and Bituminous Materials for Grouting of Armor Stones on Waterways” (MAV), Karlsruhe, Germany (1990). Federal Waterway Engineering and Research Institute (BAW), “Guide- lines for Testing of Cement and Bitumen Bonded Materials for Grouting of Armor Stones on Waterways” (RPV), Karlsruhe, Ger- many (1991). Federal Waterway Engineering and Research Institute (BAW), “Code of Practice – Use of Geotextile Filters on Waterways” (MAG), Karls- ruhe, Germany (1993). Federal Waterway Engineering and Research Institute (BAW), “Code of Practice – Use of Standard Construction Methods for Bank and Bot- tom Protection on Waterways” (MAR), Karlsruhe, Germany (1993). Federal Waterway Engineering and Research Institute (BAW), “Guide- lines for Testing Geotextile Filters in Navigable Waterways (RPG), Karlsruhe, Germany (1994). Centre for Civil Engineering Research and Codes (CUR), Manual on the Use of Rock in Hydraulic Engineering, CUR/RWS Report 169, Road and Hydraulics Division, A.A. Balkema Publishers, Rotterdam, Netherlands (1995). Chang, F.F.M., “A Statistical Summary of the Cause and Cost of Bridge Failures,” Federal Highway Administration, U.S. Department of Transportation, Washington, D.C. (1973). Chen, Y.H., and Cotton, B.A., “Design of Roadside Channels with Flex- ible Linings,” Hydraulic Engineering Circular No. 15, Federal Highway Administration, Publication FHWA-IP-87-7, USDOT/ FHWA, Washington, D.C. (1988). Chiew, Y.M., “Scour Protection at Bridge Piers,” ASCE Journal of Hydraulic Engineering, Vol. 118, 9, pp. 1260–9 (1992). Chiew, Y.M., “Riprap Protection Around a Bridge Pier,” 9th Congress of the APD of the IAHR, Singapore, Proc. Vol. 121, No. 9, pp. 11–17, (1994). A P P E N D I X A Bibliography of Current Practice

Chiew, Y.M., “Mechanics of Riprap Failure at Bridge Piers,” ASCE Jour- nal of Hydraulic Engineering, Vol. 121, No. 9, pp. 635–643 (1995). Chiew, Y.M., and Lim, F.H., “Failure Behavior of Riprap Layer at Bridge Piers Under Live-Bed Conditions,” ASCE Journal of Hydraulic Engineering, Vol. 126, No. 1, pp. 43–55 (2000). Cotton, G.K., “Riprap Design at Bridges – Factor of Safety Approach,” Stream Stability and Scour at Highway Bridges: Compendium of Papers: ASCE Water Resources Engineering Conferences 1991 to 1998, E.V. Richardson and P.F. Lagasse (eds.), pp. 879–892 (1998). Croad, R.N., “Effect of Riprap on Pier Scour,” Central Laboratories, Report No. 90-23201, New Zealand (1990). Croad, R.N., “Protection from Scour of Bridge Piers Using Riprap,” Transit New Zealand Research Report No. PR3-0071, Wellington, NZ, 77 p. (1997). Denver Regional Council of Governments, “Urban Storm Drainage Criteria Manual,” Wright-McLaughlin Engineers, Engineering Consultants, Denver, CO, Vol. 2 (1969). Eisenhauer, N.O., and Rossbach, B., “Testing the Effectiveness of Scour Countermeasures by Physical Modeling,” Transportation Research Board, Transportation Research Record 1696, Vol. 2, pp. 251–257 (2000). Escarameia, M., “River and Channel Revetments: A Design Manual,” Thomas Telford Ltd., London, UK, 245 p. (1998). Farraday, R.V., and Charlton, F.H., “Hydraulic Factors in Bridge Design,” Hydraulic Research Station, Wallingford, England, 102 pp. (1983). Fitch, G.M., “Minimizing the Impact on Water Quality of Placing Grout Underwater to Repair Bridge Scour Damage,” Final Report, VTRC 03-R16, Virginia Transportation Research Council, Char- lottesville, VA (2003). Fotherby, L.M., “Footings, Mats, Grout Bags, and Tetrapods; Protection Methods Against Local Scour at Bridge Piers,” MS Thesis, Colorado State University, Fort Collins, CO (1992). Fotherby, L.M., “Alternatives to Riprap for Protection Against Local Scour at Bridge Piers,” Transportation Research Record 1420, pp. 32–38 (1993). Fotherby, L.M., “Scour Protection at Bridge Piers: Riprap and Concrete Armor Units,” Ph.D. Dissertation, Colorado State University, Fort Collins, CO (1995). Fotherby, L.M., “From Art to Science: Bridge Scour Countermeasures,” ASCE, Water Resources Engineering ‘98, International Water Resources Engineering Conference, Memphis, TN, Proc. Vol. 1, pp. 21–26 (1998). Fotherby, L.M., and Ruff, J.F., “Sizing Riprap and Concrete Armor Units at Bridge Piers,” Transportation Research Board 77th Annual Meeting, 11-15 January 1998, Washington, D.C., Paper No. 980633 (1998). Fotherby, L.M., and Ruff, J.F., “Riprap and Concrete Armor to Prevent Pier Scour,” In: Stream Stability and Scour at Highway Bridges: Com- pendium of Papers: ASCE Water Resources Engineering Conferences 1991 to 1998, E.V. Richardson and P.F. Lagasse (eds.) pp. 893–904 (1998). Froehlich, D.C., “Riprap Particle Stability by Moment Analysis,” In: Managing Water: Coping with Scarcity and Abundance, Proceedings of Theme A, 27th IAHR Congress, F.M. Holly, Jr., A. Alsaffar, M. English, and A. Szollosi-Nagy (eds.), San Francisco, CA, pp. 172–177 (1997). Froehlich, D.C., and Benson, C.A., “Sizing Dumped Rock Riprap,” ASCE Journal of Hydraulic Engineering, Vol. 122, No. 7, pp. 389–396 (1996). Galay, V.J., Yaremko, E.K, and Quazi, M.E., “River Bed Scour and Con- struction of Stone Riprap Protection,” Sediment Transport in Gravel-Bed Rivers, John Wiley and Sons Ltd., pp. 353–383 (1987). Geosyntec Consultants, “Geotextile Filter Design Manual,” prepared for the Nicolon Corporation under Project No. GE1252, Norcross, GA (1991). Geosyntec Consultants, “Geotextile Filter Design Manual,” Norcross, GA (1998). Gomez, R.P., “Controlling Bridge Pier Scour by Rip-Rapping,” M.S. Thesis, University of Arizona, p. 73 (1987). Graziano, F., Jones, J.S., and Parola, A.C., “Design of Riprap to Protect Bridge Piers from Local Scour,” Public Roads, Vol. 54, pp. 193–199 (1990). Hagerty, D.J., and Parola, A.C., “Seepage Effects in Some Riprap Revet- ments,” ASCE Journal of Hydraulic Engineering, Vol. 127, Issue 7, pp. 556–566 (2001). Heibaum, M.H., “Scour Countermeasures using Geosynthetics and Partially Grouted Riprap,” Transportation Research Record 1696, Vol. 2, pp. 244–250 (2000). Heibaum, M.H., “Geotechnical Parameters of Scouring and Counter- measures,” ICSMGE Workshop “Scour of Foundations”, XVth International Conference on Soil Mechanics and Geotechnical Engineering, 27–31 August 2001, Instanbul, Turkey, pp. 7 (2001). Heibaum, M.H., “Geotechnical Parameters of Scouring and Scour Countermeasures,” Mitteilungsblatt der Bundesanstalt für Wasser- bau Nr. 85 [J. Federal Waterways Engineering and Research Insti- tute, No. 85], Karlsruhe, Germany (2002). Heibaum, M.H., “Geotechnical Filters – the Important Link in Scour Protection,” Federal Waterways Engineering & Research Institute, Karlsruhe, Germany, 2nd International Conference on Scour and Erosion, Singapore (2004). Hemphill, R.W., and Bramley, M.E., “Protection of River and Canal Banks,” Construction Industry Research and Information Associ- ation (CIRIA), Butterworths, London (1989). Hjorth, P., “Studies on the Nature of Local Scour,” Bulletin, Series A, No. 46 Institutionen for teknisk vattenresurslara, Lund, Sweden (1975). Holtz, D.H., Berry, P.E., Christopher, B.R., and Berg, R.R., “Geosyn- thetic Design and Construction Guidelines,” FHWA HI-95-038, Federal Highway Administration, Washington D.C. (1998). Johnson, P.A., and Niezgoda, S.L., “Risk-Based Method for Selecting Scour Countermeasures,” ASCE Journal of Hydraulic Engineering, Vol. 130, No. 2, pp. 121–128 (2004). Jones, J.S., Bertoldi, D., and Stein, S., “Alternative Scour Countermea- sures,” Proceedings ASCE 4th International Conference Water Resources Engineering, Vol.2, San Antonio, TX (1995). Kattel, J., and Eriksson, M., “Bridge Scour Evaluation: Screening, Analy- sis, and Countermeasures,” USDA Forest Service, San Dimas Tech- nology and Development Center, San Dimas, CA, 20 p. (1998). Kilgore, R.T., and Cotton, G.K., “Design of Roadside Channels with Flexible Linings” Hydraulic Engineering Circular No. 15, Third Edition, Washington D.C. (2005). Koerner, R.M., Designing with Geosynthetics, Fourth Edition, Prentice- Hall, Inc., Englewood Cliffs, NJ, 761 p. (1998). Koloseus, H.J., “Scour Due to Riprap and Improper Filters,” ASCE Jour- nal of Hydraulic Engineering, Vol. 110, No. 10, pp. 1315–1324 (1984). Lagasse, P.F., NCHRP Research Results Digest 241: 1998 Scanning Review of European Practice for Bridge Scour and Stream Instability Coun- termeasures, Transportation Research Board (1999). Lagasse, P.F., Zevenbergen, L.W., Schall, J.D., and Clopper, P.E., “Bridge Scour and Stream Instability Countermeasures,” Hy- draulic Engineering Circular No. 23 (HEC-23, Second Edition), FHWA NHI 01-003, Federal Highway Administration, Washing- ton, D.C., 378 pp. (2001). Lagasse, P.F., Clopper, P.E., Zevenbergen, L.W., and Ruff, J.F., NCHRP Report 568: Riprap Design Criteria, Recommended Specifications, A-2

and Quality Control, Transportation Research Board, Washington, D.C. (2006). Lauchlan, C.S., “Pier Scour Countermeasures,” Ph.D. Thesis, Univer- sity of Auckland, Auckland, NZ, 386 p. (1999). Lauchlan, C.S., and Melville, B.W., “Riprap Protection at Bridge Piers,” ASCE Journal of Hydraulic Engineering, Vol. 127, No. 5, pp. 412–418 (2001). Lauchlan, C.S., Melville, B.W., and Coleman, S.E., “Sizing Riprap to Protect Against Local Scouring at Bridge Piers,” Proceedings Inter- national Symposium on Scour of Foundation (IS-SCOUR 2000), Melbourne, Australia, pp. 60–68 (2000). Lauchlan, C.S., Melville, B.W., and Coleman, S.E., “Protection of the Hutt Estuary Bridge Against Local Scour,” Proceedings Interna- tional Symposium on Scour of Foundation (IS-SCOUR 2000), Melbourne, Australia (2000). Laursen, E.M., and Toch, A., “Scour Around Bridge Piers and Abut- ments,” Iowa Highways Research Board, Bulletin No. 4, Ames, IA (1956). Lewis, G.L., “Riprap Protection of Bridge Footings,” Ph.D. Dissertation, Colorado State University, Fort Collins, CO, 294 p. (1972). Li, R.M., MacArthur, R., and Cotton, G., “Sizing Riprap for the Protec- tion of Approach Embankments & Spur Dikes and Limiting the Depth of Scour at Bridge Piers & Abutments,” Arizona Department of Transportation, Report FHWA-AZ89-260 (1989). Lim, F.H., and Chiew, Y.M., “Stability of Riprap Layer Under Live-Bed Conditions,” In: Rivertech96: 1st International Conference on New/Emerging Concepts for Rivers, W.H.C. Maxwell, H.C. Preul, and G.E. Stout (eds.), Vol. 2, Chicago, IL, pp. 830–837 (1996). Lim, F.H., and Chiew, Y.M., “Failure Behavior of Riprap Layer Around Bridge Piers,” In: Managing Water: Coping with Scarcity and Abun- dance, Proceedings of Theme A, 27th IAHR Congress, F.M. Holly, Jr., A. Alsaffar, M. English, and A. Szollosi-Nagy (eds.), San Francisco, CA, pp. 185–189 (1997). 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TRB’s National Cooperative Highway Research Program (NCHRP) Report 593: Countermeasures to Protect Bridge Piers from Scour explores practical selection criteria for bridge-pier scour countermeasures; guidelines and specifications for the design and construction of those countermeasures; and guidelines for their inspection, maintenance, and performance evaluation. Produced along with the report is an interactive version of the countermeasure selection methodology, which defines the proper conditions for the use of each specific countermeasure, and a reference document that contains detailed laboratory testing results and translations of three German "Code of Practice" documents.

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