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382 Method of Construction
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1 Current speci cations do not adequately cover construction related design and temporary loads Future construction codes should address issues created by the use of the latest technology such as new construction loads Technical speci cations may also be made comprehensive to give minutest details of construction procedure 2 Accelerated bridge construction: Modern construction technology seems to be pulling the train on design methods Precast technology is a world apart from traditional wet construction methods Self-propelled modular transportation (SPMT) has enabled the transportation of long span assembled girders without the need for splices, resulting in increased factory production The connection design used for precast construction is different than that used in traditional construction Joint strength must be be tested in a structures laboratory
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383 Suggested Preventive Action against Construction Failures
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1 Design of temporary works such as scaffolding supports and formwork supporting a deck during concreting needs to be in accordance with AASHTO temporary works design manual
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SECTION 1
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Table 36 History of failures during construction (constructability issues)
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US Bridges Hinton truss bridge Sullivan Square Viaduct motorway bridge Buckman Bridge Motorway bridge (Arroyo Seco River) Concrete 5-span box girder bridge near Multiple span box girder bridge Prestressed concrete precast box girder bridge Walnut Street Viaduct over I-20 El Paso bridge Motorway bridge Box girder bridge Baltimore bridge Truss bridge 3-span 3-girder composite bridge Marcy bridge (Utica-Rome Expressway project) Imola Avenue Bridge Bridge near Pawnee City I-70 Bridge Location West Virginia Boston, Massachusetts Jacksonville, Florida Near Pasadena, California Near Rockford East Chicago, Indianapolis Saginaw, Michigan Denver, Colorado El Paso, Texas Near Seattle, Washington Los Angeles, California Baltimore, Maryland Concord, New Hampshire Near Clifton, Tennessee Marcy, New York Napa, California Near Pawnee City, Nebraska Denver, Colorado Year 1949 1952 1970 1972 1979 1982 1982 1985 1987 1988 1989 1989 1993 1995 2002 2003 2004 2004 Construction De ciencies Insuf cient design capacity of cantilever arm during construction phase Instability of scaffolding during construction Voided pier lled with sea water during construction expansion of pier partial collapse of bridge Scaffolding collapsed under weight of fresh concrete Large cracks, failure of epoxy- lled joint (not enough hardened to take design shear force) Scaffolding collapsed under weight of fresh concrete Temporary support elements too weak during construction Failure of pier head during construction sent eight bridge girders onto road Inadequate scaffolding during construction Girders not tied together by diaphragms, domino effect during construction Collapsed when scaffolding was removed during construction Prestressing not in place, asymmetric loading during construction Stiffener mounted at wrong place during construction Executed construction sequence different from the one planned Global torsional buckling during concreting, bridge not braced properly 3- 100-ton hydraulic jacks to raise falsework failed to support poured-in-place concrete deck slab Failure of falsework caused bridge collapsed during concrete pouring Bracings, fastened to bridge with bolts, came loose as girder collapsed construction failure
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Canadian Bridges Dawson Creek suspension bridge British Columbia (Peace River) Second Narrows Bridge (Gerber hinge) Arch bridge over Rideau River 3-span arch bridge Composite bridge near Sept-Iles Vancouver Ottawa Elwood Near Quebec 1957 1958 1966 1982 1984 Movement of anchorages on footings which were not xed properly sub-standard construction Bad construction details detected, but no action taken construction failure Scaffolding collapsed under weight of fresh concrete construction failure Lateral buckling of scaffolding due to insuf cient lateral supports construction failure Failure during construction from faulty calculations design errors
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BRIDGE FAILURE STUDIES AND SAFETY ENGINEERING
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Table 36 History of failures during construction (constructability issues) (continued) German Bridges Motorway bridge Hindenburg bridge over Rhine River Motorway composite bridge Nordbr cke bridge over Rhine River Continuous motorway bridge Heidingsfeld motorway composite bridge Vorland Rees-Kalkar plate girder bridge Bridge near Wennigsen, Niedersachsen Steel box girder bridge over Rhine River Continuous Hangbr cke over Laubachtal Steel box girder bridge Bridge over Leubas River Brohltal bridge, segmental construction Location Near Frankenthal Cologne Near Kaiserslautern D sseldorf Near Limburg Heidingsfeld Between Rees and Kalkar Near Wennigsen, Niedersachsen Koblenz Near Koblenz Year 1940 1945 1954 1956 1961 1963 1966 1971 1971 1972 Details Failure of lifting equipment during construction Collapse during refurbishment Insuf cient stiffness of top members about weak axis construction failure Insuf cient crane capacity to carry double load construction failure Settlement of temporary foundations, load redistribution, scaffolding collapse construction failure Temporary concrete support plates underdesigned construction failure Temporary supports underdesigned construction failure Scaffolding collapsed under weight of fresh concrete construction failure Plate buckling of bottom chord in compression cantilevered construction failure Scaffolding collapsed under weight of fresh concrete construction failure Plate buckling of bottom chord cantilevered construction failure Scaffolding collapses under weight of fresh concrete construction failure Incremental launch construction led to concrete crushing when low prestressing cable positions are over support, settlements Construction sequence not thought out construction failure Incremental launch, large cracks, inversed position of gliding plate (top/bottom) construction failure Lateral buckling of construction support girder during removing of lateral supports Temporary support elements too weak construction failure Use of uncerti ed lifting bars and too weak bolt nuts construction failure Use of wrong bolts construction failure Ignorance of load case displacement of mobile scaffolding construction failure (Table continues on next page)
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