Performance of full-depth shear keys in adjacent prestressed box beam bridges

PCI Journal

Volumn 43, Issue 2, 1998, Pages 72-79

  Lall, Jyotirmay ^a   Alampalli, Sreenivas ^a   DiCocco, Eugene F ^a  

^a New York State Department of Transportation   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGE DECKS; CONCRETE BEAMS AND GIRDERS; CRACK INITIATION; PRESTRESSED BEAMS AND GIRDERS; SHEAR STRESS; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

ADJACENT PRESTRESSED BOX BEAM BRIDGES; FULL DEPTH SHEAR KEYS;

BOX GIRDER BRIDGES;

EID: 0032024990     PISSN: 08879672     EISSN: None     Source Type: Journal    
DOI: 10.15554/pcij.03011998.72.79     Document Type: Article

References (12)

1. Tang, J., "Shear Key Construction for Precast Unit Bridges," Client Report 58, Engineering Research and Development Bureau, New York State Department of Transportation, Albany, NY, February 1992.
2. "Modifications of the Current Shear Key and Tendon System for Adjacent Beam Prestressed Concrete Structures," Engineering Instruction 92-10, New York State Department of Transportation, Albany, NY, March 4, 1992.
3. Lall, J., DiCocco, E. F., and Alampalli, S., "Full-Depth Shear Key Performance in Adjacent Prestressed Beam Bridges," Special Report 124, Transportation Research and Development Bureau, New York State Department of Transportation, Albany, NY, March 1997.
4. Gulyas, R. J., Wirthlin, G. J., and Champa, J. T., "Evaluation of Keyway Grout Test Methods for Precast Concrete Bridges," PCI JOURNAL, V. 40, No. 1, January-February 1995, pp. 44-57.
5. Nottingham, D., Discussion of "Evaluation of Keyway Grout Test Methods for Precast Concrete Bridges," PCI JOURNAL, V. 40, No. 4, July-August 1995, pp. 98-103.
6. Nottingham, D., "Joint Grouting in Alaskan Bridges and Dock Decks," Concrete International, V. 18, No. 2, February 1996, pp. 45-48.
7. Hlavacs, G. M., Long, T., Miller, R. A., and Baseheart, T. M., "Non-destructive Determination of Response of Shear Keys to Environmental and Structural Cyclic Loadings," Transportation Research Record 1574, Transportation Research Board, Washington, D.C., 1997, pp. 18-24.
8. El-Remaily, A., Tadros, M. K., Yamane, T., and Krause, G., "Transverse Design of Adjacent Precast Prestressed Concrete Box Girder Bridges," PCI JOURNAL, V. 41, No. 4, July-August 1996, pp. 96-113.
9. Stanton, J. F., and Mattock, A. H., "Load Distribution and Connection Design for Precast Stemmed Muttibeam Bridge Superstructures," Report 287, National Cooperative Highway Research Program, November 1986.
10. Martin, L. D., and Osborn, A. E. N., "Connections for Modular Concrete Bridge Decks," Report FHWA-82/106. Turner-Fairbank Highway Research Center, McLean, VA, August 1983 (NTIS Document PB-118058).
11. "Investigation of Adjacent Prestressed Concrete Box Girder Spacing and Joint Alternative," Memorandum from E. F. DiCocco to M. Flynn, Structures Design and Construction Division, New York State Department of Transpartaton, Albany, NY, September 18, 1995.
12. Standard Specifications: Construction and Materials, New York Slate Department of Transportation, Albany, NY, 1990.