Abstract
On May 9, 1980 during an intense early morning thunderstorm, low visibility, and high wind conditions, the empty 40 000DWT bulk carrier MV “Summit Venture” collided with one of the anchor piers of the twin Sunshine Skyway Bridge across Tampa Bay, Florida. Ship impact caused a 396-m section of the southbound main span to collapse with subsequent loss of 35 lives. The most recent catastrophic event of this kind in the United States has occurred in September, 1993 in Mobile, Alabama. There the barge hit the bridge pier that allegedly resulted in displacement of the rail included in the train track*. This was followed by derailment of the passenger train, which resulted in the loss of 45 lives. Unfortunately these tragic events are only two of many.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
Aashto, 1991. “Guide Specification and Commentary for Vessel Collision Design of Highway BridgeS.” American Association of State Highway and Transportation Officials, FebruarY.
Acres international limited, 1988. “Northumberland Crossing.” Preliminar Design. Unpublished report.
Area, 1986. Manual for Railway EngineerinG., Chapter 6, Part 23, Pier Protection Systemat Spans over Navigable StreamS.
Blaauw, H. Gand Buzek, F. J, 1988. “Collision of my ’Forth bank* with the Van Brienemoore Bridge—a Judicial-Technical ApproacH.” The Dock and Harbour AuthoritY.
Bouvet, D. M, 1963. “Preliminary Analysis of Tanker Collisions and GroundingS.” U.S. Coast Guard, JanuarY.
Briuk-kjaer, O, Broderson, F. P, and Nielsen, H. A, 1982. Modeling of Ship Collision Against Protective StructureS.,, IABSE Colloquium, Introductory ReporT. Copenhagen, DenmarK.
Buckby, R. J, and Sim, T. K, 1990. “Construction of the Santubong Bridge, SarawaK.” Proceedings of the Institution of Civil EngineerinG. Part 1. Design and Construction, August, Vol. 88. London, U.K.
Buckland, P and Taylor, 1982. “Annasis Island BridgE.” Report NO. 3 (Final). Ship Collision Risk AnalysiS. Prepared for the British Columbia Ministry of Transportation and HighwayS.
Canadian Coast Guard, 1982. “Vulnerability of Bridges in Canadian WaterS.” Aids and Waterways Branch of the Canadian Coast Guard, JanuarY.
Chicken, J. C and Harbison, S. A, 1986. “Difference Between Industries in the Definition of Acceptable RisK.” SRA, Annual Conference, Boston, MassachusettS.
Chicken, J. C and Hayus, M. R, 1986. “Assessment of the Acceptability of the Proposals for a Fixed Link Across the English Channel.” SRA, Annual Conference, Boston, MassachusettS.
Cowiconsult, MHAI and PBI, 1987. “Bored and Immersed Railway Tunnel Under the Eastern Channel.” Operational Risk AnalysiS. Unpublished Report, NovembeR.
Cowiconsult, 1987A. “Study of Protection of Bridge Piers Against Ship Collision and Evaluation of Collision Risk for a Bridge Across the Strait of GibraltaR.” Report NO. 7, prepared for the Society National d’Etudies du DetroiT.
Cowiconsult, 1987B. “General Principles of Risk Evaluation of Ship Collisions, Strandings, and Contact IncidentS.” Unpublished Technical Notes, JanuarY.
Criteria for the Design of Bridge Piers with Respect to Vessel Collision in Louisiana Waterways, 1985. Louisiana Department of Transportation. Baton Rouge, Louisiana.
Danish Road Directorate, 1984. “Load Regulations for Road BridgeS.” First edition, October.
Denver, H, 1983. “Geotechnical Model Test for the Design of Protective IslandS.” IABSE Colloquium, Copenhagen, DenmarK.
Edectech association, 1985. “Short Range Aids to Navigation SystemS.” Design Manual for Restricted WaterwayS. Final Report CG-D-18-85 Prepared for the U.S. Coast Guard Office of Research and Development, JunE.
Englot, J. P, 1988. “Collision Protection of Arthur Kill BridgeS.” New York ASCE Chapter Structures Conference Proceedings, MaY.
Engineering News Record (Enr), 1987. Flexible Fenders Protect PierS.
Fairley, W. B, 1981. “Assessment for Catastrophic RiskS.” Risk Analysis, Vol. 1, NO. 3, Plenum Press, New YorK.
Fauchart, J, 1983A. “Impact of a Ship on a Ductile ObstaclE.” IABSE Colloquium, Copenhagen, DenmarK.
Fauchart, J, 1983B. “Consequences of a Ship Collision with the Verdon BridgE.” IABSE Colloquium, Preliminary Report, Copenhagen, DenmarK.
Federal highway administration, 1983. Pier Protection and Warning Systems for Bridges Subject to Ship CollisioN. Technical Advisory T5140.19.February 11. Washington, D.C.
Fjeld, S, 1979. “Offshore Platforms — Design Against Accidental LoadS. Behaviour of Offshore StructureS.” AugusT. London, U.K.
Fjeld, S, 1982. “Design Assumptions and Influence on Design of Offshore StructureS.” IABSE Colloquium, Introductory Report, Vol. 41, Copenhagen, DenmarK.
Fletcher, M. S, May, R. W, and Perkins, J. A, 1983. “Pier Protection by Man-Made Islands for Orvel Bridge, UK.” IABSE Colloquium, Copenhagen, DenmarK.
Flint, A. G, 1992. “Strengthening and Refurbishment of Severn CrossinG.” Part 2: DesigN. Paper 9846. Proceedings of the Institution of Civil EngineerS. Structures and BuildingS. FebruarY.
Frandsen, A. G, 1983. “Accidents Involving BridgeS.” IABSE Colloquium, Vol. 1, Copenhagen, DenmarK.
French ministry of public works, 1971. Cahies des Prescriptions Commus Fascicule NO. 61, 28 DecembeR.
Fujii, Y, 1983. “Integrated Study on Marine Traffic AccidentS.” IABSE Colloquium, Preliminary Report, Copenhagen, DenmarK.
Fujii, Y and Shiobora, R, 1978. “The Estimation of Losses Resulting from Marine AccidentS.” Journal of Navigation, Vol. 31, NO. 1.
Fujii, Y, Yamanouche, H, and Mizuki, N, 1974. “The Probability of StrandinG.” Journal of Navigation, Vol. 27, NO. 2.
German traffic ministry, 1988. Safeguarding the Piers of Rhine Bridges Against Impact Forces from BargeS. (Letter from August 8).
Greiner engineering sciences, inc, 1984. “Bridge/ Vessel Safety Study for the Dams Point Bridge, Jacksonville, FloridA.” Report Prepared for Svedrup Parcel, InC./Jacksonville Transportation Authority, July.
Greiner engineering sciences, inC, 1985. Pier Protection for the Sunshine Skyway Bridge Replacement—Ship Collision Risk AnalysiS. Report, Prepared for the Florida Department of Transportation, DecembeR.
Greiner engineering sciences, inC, 1986. Ship Collision Risk Analysis for the Centennial Bridges, Chatham, New BrunswicK. Report Prepared for the Canadian Coast Guard/ Department of Transport Canada, MarcH.
Guillermo, E. Cand Lawrence, S. A, 1987. “Design of Aida Seaport for the De Long Mountain Regional Transportation System at the Chukchi Sea, AlaskA.” Proceedings of the Ninth International Conference POAC, August, Fairbanks, AlaskA.
Hahn, D. M and Rama, H. E, 1982. “Cofferdams Protecting New York Bridges from Ship CollisionS.” Civil Engineering, ASCE, FebruarY.
Havno, K and Knott, M, 1986. “Risk Analysis and Protective Island Design for Ship CollisionS.” IABSE Symposium on Safety and Quality Assurance of Civil Engineering StructureS. September, Tokyo, JapaN.
Heming, W. C, 1981. “Fendering Problems in the Third Coast Guard DistricT.” Proceedings of Specialty Conferences on Bridge and Pier Protective System and DeviceS. Stevens Institute of Technology, Hoboken, New Jersey, DecembeR.
Interim proposal for ship impacts, 1988. American Association of the State Highways and Transportation Officials (AASHTO).Washington, D.C.
International standard organization, 1987. Accidental Actions Due to Human ActivitieS. Working Group TC 98/SC3/WG4, Working Draft, NovembeR.
Iwai, A et al., 1983. “Safeguard System of the Bisan-Seto Bridge in JapaN.” IABSE Colloquium, Copenhagen, DenmarK.
Jensen, A. O and Sorensen, E. A, 1983. “Ship Collision and the Faro BridgeS.” IABSE Colloquium, Preliminary Report, Vol. 42. Copenhagen, DenmarK.
Knott, M. A, 1986. “Pier Protection System for the Sunshine Skyway Bridge ReplacemenT.” Proceedings of Third Annual International Bridge Conference, Pittsburgh, PennsylvaniA.
Knott, M. A, 1987. “Ship Collision with BridgeS.” PIANC, Bulletin NO. 57.
Knott, M and Bonyun, D, 1982. “Ship Collision Against the Sunshine Skyway BridgE.” LABSE Colloquium, Preliminary Report, Vol. 42. Copenhagen, DenmarK.
Knott, M and Flanagan, D, 1983. “Pier Protection for the Sunshine Skyway BridgE.” IABSE Colloquium, Copenhagen, DenmarK.
Kuesel, T. R.V, 1983. “Newport Bridge CollisioN.” IABSE Colloquium, Copenhagen, DenmarK.
Kuroda, K and Kita, H, 1983. “Probabilistic Modeling of Ship Collision with Bridge PierS.” IABSE Colloquium, Copenhagen, DenmarK.
Kuzmanovic, B. O and Sanchez, M. R, 1992. “Design of Bridge Pile Foundation for Ship ImpacT.” ASCE Journal of Structural Engineering, Vol. 118, NO. 8, AugusT.
Larsen, O. D, 1982. “Ship Collision Risk Assessment for BridgeS.” IABSE Colloquium, Introductory Report, Vol. 41.
Leslie, J, Clark, N, and Segel, J, 1983. “Ship and Bridge Collisions—The Economics of RisK.” IABSE Colloquium, Preliminary ReporT.
Macduff, T., 1974. “The Probability of Vessel CollisionS.” Ocean Industry, Vol. 9, NO. 9, SeptembeR.
Matsuzaki, Y and Jin, H, 1983. “Design Specification of Buffer StructurE.” IABSE Colloquium, Copenhagen, DenmarK.
Maunsell and partners and Brady, P. J. E, 1978. “Second Hobart Bridge—Risk of Ship Collision and Methods of ProtectioN.” Technical Report Prepared for Department of Main Road, Tasmania, AustraliA.
Mcdonald, J, 1983. “Bulk ShippinG.” WWS/World Ports, April/MaY.
Minorsky, V. U, 1959. An Analysis of Ship Collision with Reference to Protection of Nuclear PlantS. Journal of Ship Research, Vol. 3.
Modjeski And Masters Consulting Engineers, 1985. Criteria for The Design of Bridge Piers with Respect to Vessel Collision in Louisiana WaterwayS. The Louisiana DOT and Development and the Federal Highway Administration, JulY.
Mondorf, P. E, 1983. “Floating Pier Projections Anchored by Prestressing TendonS.” IABSE Colloquium, Preliminary ReporT.
Nordic committee for design codes for buildings (ncdcb), 1978. NKB Report NO. 35.
Nordic road engineering federation, 1980. Load Regulations for Road BridgeS. NVF Report NO. 4 (In Norwegian).
Norwegian public road administration, 1986. Load Regulations for Bridges and Ferry Ramps in the Public Road SysteM. Preliminary EditioN.
Oda, K and Nagai, S, 1976. “Protection of Maritime Structures Against Ship CollisioN.” ASCE, Proceedings 15th Coastal Engineering Conference, Honolulu, JulY.
Ohinishi, T, et al., 1983. “Ultimate Strength of Bow ConstructioN.” IABSE Colloquium, Copenhagen, DenmarK.
Olnhausen, W. von, 1966. “Ship Collision with Bridge PierS.” Tekuish Tidskriff, NO. 17. (In Swedish, Summary in English and GermaN.)
Olnhausen, W. von, 1983. “Ship Collisions with Bridges in SwedeN.” IABSE Colloquium, PreUminary ReporT.
Ostenfeld, C, 1965. “Ship Collision Against Bridge PierS.” Publication IABSE.
Petersen, M. J and Pederson, P. T, 1981. “Collision Between Ships and Offshore PlatformS.” Proceedings of Offshore Technology Conference, Houston, TexaS.
PRUCZ, Z and Conway, W. B, 1987. “Design of Bridge Piers Against Ship CollisioN.” Proceedings of ASCE Structural Congress, 1987. Bridge and Transmission Line StructureS. Orlando, Florida, August 17–20.
Rama, H. E, 1981. “Pier Protection of Staten IslanD.” Proceedings of Specialty Conference on Bridge and Pier Protective Systems and DeviceS. Stevens Institute of Technology, Hoboken, New JerseY.
Rasmussen, B. H, 1982. “Design Assumptions and Influence on Design of BridgeS.” IABSE Colloquium, Introductory Report, Vol. 41. Copenhagen, DenmarK.
Roivainen, T and Tikkanen, E, 1983. “Effects of a Ship Collision with a BridgE.” IABSE Colloquium, PreUminary Report, Copenhagen, DenmarK.
Row Research And Engineering Associates, InC, 1985. “Top-Down Risk Analysis of the Alternative Crossings Over StorebaelT.” Report to the Ministeriet for Offentlige Arbejder (In Danish), Copenhagen, DenmarK.
Rowe, W. D, 1979. “What Is an Acceptable Risk and How Can It Be Determined?” Energy Risk Management, edited by G. T. Goodman and W. D. Row, Academic Press, LondoN.
Rowe, W. D, 1982. “Acceptable Levels of Risk for Technological UndertakingS.” IABSE Colloquium, Introductory ReporT. Copenhagen, DenmarK.
Saudi-danish consultants, 1978. Saudi Arabia-Bahrain Causeway, Design Memorandum NO. 4. “Review of Ship Impact on Bridge PieR.” Riyadh, Copenhagen, AugusT.
Saul, R and Svensson, H, 1982. On the Theory of Ship Collision Against Bridge PierS. IABSE Proceedings, pP. 51.
Saul, R and Svensson, H, 1983. “Means of Reducing the Consequences of Ship Collision with Bridges and Offshore StructureS.” IABSE Colloquium, Introductory Report, Copenhagen, DenmarK.
Sexsmith, R. G, 1983. “Bridge Risk Assessment and Protective Design for Ship CollisioN.” IABSE Colloquium, Preliminary ReporT.
Stanley, 1990. “Sungei Perak Bridge, MalaysiA.” Proceedings Institution of Civil Engineering, London, U.K.
Tsinker, G. P, 1986. “Floating PortS.” Gulf Publishing CompanY. Houston, TexaS.
Tsinker, G. P, Wosniak, Z. A, and Curtis, D. D, 1990. “New Concept for Protection Systems for Bridges Across Navigable WaterwayS.” Proceedings PIANC, Osaka, JapaN.
U.S. Department of commerce, maritime administration, 1978. Merchant Fleet Forecast of Vessels in U.S. Foreign TradE. Prepared by Temple, Barker, and Sloane, InC. Wellesley Hills, Massachusetts, MaY.
U.S. Department of transportation, (dot), 1986. National Transportation Statistics. Annual Report DOT-TSC-RSPA-86-3, JulY.
U.S. National Research Council, 1983. “Ship Collisions with BridgeS.” The Nature of the Accidents, Their Prevention and MitigatioN. National Academy Press, Washington, D.C.
U.S. National transportation safety board, 1980. “Ramming of the Sunshine Skyway Bridge by the Liberian Bulk Carrier Summit VenturE.” Marine Accident Report NTSB-MAR-81-3, MaY. Tampa Bay, FloridA.
Vinck, W. F, Gilby, E. V, and Chicken, J. C, 1987. “Quantified Safety Objectives in High Technology: Meaning and DemonstrationS.” Nuclear Safety, Vol. 28, NO. 4, edited by E. G. SilveR. National Laboratory, Oak Ridge, TennesseE.
Woisin, G, 1971. “Ship-Structural Investigation for the Safety of Nuclear Power Merchant VesselS.” (In German) Jahrbuch der Schiffbautechnischen Geselshaft, Vol. 65.
Woisin, G, 1976. “The Collision Tests of the GKSS” (In German). Jahrbuch der Schiffbautechnischen Geselshaft, Vol. 70.
Woisin, G, 1979. “Structures Against the Effects of Ship Collision” (In German). Shift und Hafen/Kommando-Brucke 31, Vol. 12.
Woisin, G and Gerlach, W, 1970. “Valuation of Forces due to Ship Collision on Offshore Lighthouses” (In German). German Technical Reports for the 8th International Seamark ConferencE. Stockholm, Swede
Rights and permissions
Copyright information
© 1995 Springer Science+Business Media Dordrecht
About this chapter
Cite this chapter
Tsinker, G.P. (1995). Bridge Pier Protection from Ship Impact. In: Marine Structures Engineering: Specialized Applications. Springer, Boston, MA. https://doi.org/10.1007/978-1-4615-2081-8_7
Download citation
DOI: https://doi.org/10.1007/978-1-4615-2081-8_7
Publisher Name: Springer, Boston, MA
Print ISBN: 978-1-4613-5865-7
Online ISBN: 978-1-4615-2081-8
eBook Packages: Springer Book Archive