Title: Controlling Twist in Precast Segmental Concrete Bridges
Date: July-August, 1985
Volume: 30
Issue: 4
Page number: 86-111
Author(s): John E. Breen
https://doi.org/10.15554/pcij.07011985.86.111

Click here to access the full journal article

Abstract

Discusses several precast segmental box girder bridges where substantial undesired twists were observed during erection. Comparison of casting yard data and erection measurements indicated the excessive  wist problem originated during geometry control in the casting yard. The sensitivity of normal control procedures is illustrated and recommendations for a check procedure to  control such twists  is given.

References

1. Muller, Jean, "Ten Years of Experience in Precast Segmental Construction," PCI JOURNAL, V. 20, No. 1, January- February 1975, pp. 28-61.

2. CEBIFIP Recommendations for the Design and Construction of Concrete Structures, Third Edition, Cement and Concrete Association, London, England, 1978.

3. PCI Committee on Segmental Constniction, "Recommended Practice for Segmental Construction in Prestressed Concrete," PCI JOURNAL, V. 20, No. 2, March-April 1975, pp. 22-41.

4, Precast Segmental Box Girder Bridge Manual, Joint Venture: Prestressed Concrete Institute, Chicago, Illinois, and Post-Tensioning Institute, Phoenix,  Arizona, 1979.

5. Post-Tensioning Box Girder BridgeManual, Post-Tensioning Institute,  Phoenix, Arizona, 1978.

6. Barker, James M., "Construction Techniquesfor Segmental Concrete Bridges," PCI JOURNAL, V.25, No.4, July-August  1980, pp. 66-68.

7. Podolny, Walter, Jr., and Muller, Jean M., Construction and Design of Prestressed Concrete Segmental Bridges,John Wiley & Sons, New York, N.Y., 1982.

8. Henson, H. Henrie, "Construction Difficulties on 170 Vail Pass Segmental  Concrete Bridges," Prestressed ConcreteSegmental Bridges, Structural Engineering Series No. 6, Bridge Division, Federal  Highway Administration, Washington, D.C., August 1979.

9. Breen, J. E., Cooper, R. L., and Callaway,  T. M., "Minimizing Construction  Problems in Segmentally Precast Box Girder Bridges," Research Report 121-6F, Center for Highway Research, The University of Texas at Austin, August 1975.

10. Bender, Brice F., and Janssen, H. Hubert, "Geometry Control of Precast Segmental Concrete Bridges," PCI JOURNAL, V. 27, No. 4, July-August 1982, pp. 72-86.

11. Mathivat, Jacques, The Cantilever Construction of Prestressed Concrete  Bridges, John Wiley & Sons, New York, N.Y. 1983.

12. Harwood, Allan C., "I-205 Columbia River Bridge-Design and Construction  Highlights," PCI JOURNAL, V. 27, No. 2, March-April 1982, pp. 56-77.

13. Tai, James C., and Lo, George K., "I-205 Over Columbia River Bridge Geometric Control for Cast-in-Place and Precast  Segmental Box Girder Construction," Transportation Research Record 871, 1984.

14. Nair, R. Shankar, and Iverson, James K., "Design and Construction of the Kishwaukee River Bridges," PCI  JOURNAL, V. 27, No. 6, November- December 1982, pp. 22-47.