SHORING TOWERS KEEP BRIDGE OPEN TO TRAFFIC DURING REPAIRS
Shoring requirements for the rehabilitation of Spruce Run Bridge in Pennsylvania posed some difficult problems. Eleven badly deteriorated cross beams beneath the deck of the concrete arch bridge were to be cut in half and replaced one half at a time so that the bridge could remain open to traffic. Since the cross beams were supported only by two outside arches, shoring was needed on both sides of the cut and would be subjected to live loads for periods up to 1 1/2 years. Heavy-duty shoring towers with leg adjustment features were used to advantage on uneven terrain near the Spruce Run Bridge rehabilitation project.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/05490219
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Corporate Authors:
Concrete Construction Publications, Incorporated
P.O. Box 321
Addison, IL United States 60101 - Publication Date: 1984-8
Media Info
- Pagination: p. 744-745
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Serial:
- CONCRETE CONSTRUCTION
- Volume: 29
- Issue Number: 8
- Publisher: CEMENT & CONCRETE ASSOCIATION OF NEW ZEALAND
- ISSN: 0549-0219
Subject/Index Terms
- TRT Terms: Applications; Arch bridges; Bridges; Components; Concrete bridges; Driver rehabilitation; Maintenance; Repairing; Scaffolds; Shoring; Steel structures; Towers
- Uncontrolled Terms: Rehabilitation; Repairs
- Old TRIS Terms: Modular components; Shoring towers
- Subject Areas: Bridges and other structures; Design; Highways; Maintenance and Preservation; Research; I24: Design of Bridges and Retaining Walls; I61: Equipment and Maintenance Methods;
Filing Info
- Accession Number: 00391730
- Record Type: Publication
- Source Agency: Engineering Index
- Files: TRIS
- Created Date: Jan 30 1985 12:00AM