TECHNICAL PAPERS
May 1, 1996

Field Instrumentation to Study the Time-Dependent Behavior in Sunshine Skyway Bridge. I

Publication: Journal of Bridge Engineering
Volume 1, Issue 2

Abstract

This paper presents the comprehensive instrumentation program for the Sunshine Skyway Bridge, Florida, which has been carried out to monitor the bridge behavior during and after construction. The program includes the physical measurements of concrete compressive strength, modulus of elasticity, Poisson's ratio, coefficient of thermal expansion, shrinkage, creep, concrete strains, vertical deflections, and temperature distributions at selected locations of the Sunshine Skyway Bridge, Florida. A comparative study of the measured time-dependent strains of a typical pylon and segments of the bridge and the corresponding analytical predicted values are presented in a companion paper.

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References

1.
Gamble, W. L.(1982). “Creep of concrete in variable environments,”J. Struct. Div., ASCE, 109(11), 2211–2223.
2.
Shahawy, M. A., and Arockiasamy, M.(1996). “Analytical and measured strains in Sunshine Skyway Bridge. II,”J. Bridge Engrg., ASCE, 1(2), 87–97.
3.
Shiu, K. N. and Russell(1983). “Discussion on `Creep of concrete in variable environments,' by W. L. Gamble,”J. Struct. Div., ASCE, 109(11), 2751–2753.
4.
Shiu, K. N., Daniel, J. I., and Russell, H. G. (1983). “Time dependent behavior of segmental cantilever concrete bridges,”Rep. Prepared for State of Illinois Dept. of Transp., Constr. Technol. Lab., Skokie, Ill.
5.
Shiu, K. N., Overman, T. R., and Reichenbach, R. K. (1987). “Instrumentation and analysis services for the Sunshine Skyway Bridge, Phase I—Part B, and Phase II—Part A.”Interim Rep., Constr. Technol. Lab., Skokie, Ill.
6.
Standard test method for compressive strength of cylindrical concrete specimens; C 39-81 . (1981). ASTM, Philadelphia, Pa.
7.
Standard test method for static modulus of elasticity and Poisson's ratio of concrete in compression; C 469-83 . (1983). ASTM, Philadelphia, Pa.
8.
Standard method of test for creep of concrete in compression; C 512-83 . (1983). ASTM, Philadelphia, Pa.
9.
U.S. Army Corps of Engineers (1981). “Method of test for coefficient of linear thermal expansion of concrete.”CRD-C 39-81, Handbook for concrete and cement.

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Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 1Issue 2May 1996
Pages: 76 - 86

History

Published online: May 1, 1996
Published in print: May 1996

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Authors

Affiliations

Mohsen A. Shahawy
Chf. Struct. Analyst, Struct. Res. Ctr., Florida Dept. of Transp., Tallahassee, FL 32304.
M. Arockiasamy, Member, ASCE
Prof. and Dir., Ctr. for Infrastructure and Constr. Facilities, Florida Atlantic Univ., Boca Raton, FL 33431.

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