Structures Congress 2020
High-Early Strength Concrete for Closure-Pour between Bridge Girders
Publication: Structures Congress 2020
ABSTRACT
Accelerated bridge construction (ABC) technologies are being adopted by state departments of transportation. ABC increases the public’s and workers’ safety by lowering exposure to construction activities and also increases mobility and economic opportunities by reducing traffic interruptions and delays. As an alternative to ultra-high performance concrete (UHPC), Idaho Transportation Department (ITD) is interested in the suitability of high-early strength (HES) concrete Class 50AF with polypropylene fibers in closure pours between bridge deck bulb-T girders. The advantages of this alternate material are the reduction in costs and construction time. In the first phase of the project, an optimum concrete mix with good material properties was identified through a series of standard laboratory experiments and tests on larger specimens. In the second phase, field performance of a closure pour mix similar to the optimum mix found in Phase 1 is examined by placing the material in the closure pours between deck bulb-T girders in the SH-36 Bridge over Bear River near Preston, Idaho. Despite some deviations from the standard construction practices, the strain data in seven out of eight sets of gages (four sets of concrete and four sets of steel gages) shows low strains. The finite element computer model of the bridge shows that, if properly installed, the HES Class 50AF concrete with polypropylene fibers in the ITD’s 10-in. closure pours performs well under the AASHTO design truck loading.
Get full access to this article
View all available purchase options and get full access to this chapter.
ACKNOWLEDGMENT
The authors are thankful to the Idaho Transportation Department (ITD) for supporting this research and providing feedback. The contents of this article, funded by the ITD and the Federal Highway Administration, reflect the views of the authors, who are responsible for the facts and accuracy of the data presented herein. The contents do not necessarily reflect the official views or policies of the Idaho Transportation Department or the Federal Highway Administration. This article does not constitute a standard, specification, or regulation.
REFERENCES
ANSYS Inc. (2018). “ANSYS User Manual (Version 18.1).” ANSYS Inc., Cannonsburg, PA.
Bell, E. S., Lefebvre, P. J., Sanayei, M., Brenner, B., Sipple, J. D., and Peddle, J. (2013). “Objective Load Rating of a Steel-Girder Bridge Using Structural Modeling and Health Monitoring.” Journal of Structural Engineering, 139(10).
Casanova, M., Clauson, C., Ebrahimpour, A., and Mashal, M. (2019). “High-Early Strength Concrete with Polypropylene Fibers as Cost-Effective Alternative for Field-Cast Connections of Precast Elements in Accelerated Bridge Construction”. Journal of Materials in Civil Engineering, 31(11).
Clauson, C. (2019). “Field Performance of HES Class 50AF Concrete with Fibers as Field-Cast Connection between Deck Bulb-T Girders in Accelerated Bridge Construction Applications.” M.S. thesis, Dept. of Civil and Environmental Engineering, Idaho State Univ., Pocatello, ID.
Ebrahimpour, A. Mashal, M., Casanova, M., Rashique, U., Clauson, C., and Shokrgozar, A. (2018). “Effectiveness of High-Early Strength Concrete Class 50AF with Polypropylene Fibers as a Cost-Effective Alternative for Field-Cast Connections of Precast Elements in Accelerated Bridge Construction.” Federal Highway Administration, Report FHWA-ID-18-265, Washington, D.C., 2018.
Hedegaard, B. D., French, C. E. W., Shield, C. K., Stolarski, H. K., and Jilk, B. J. (2013). “Instrumentation and Modeling of I35W St. Anthony Falls Bridge.” Journal of Bridge Engineering, 18(6), 476–485.
Idaho Transportation Department Standard Specifications for Highway Construction. (2018). Boise, ID.
Jáuregui, D. V., and Barr, P. J. (2004). “Nondestructive Evaluation of the I-40 Bridge over the Rio Grande River.” Journal of Performance of Constructed Facilities, 18(4), 195–204.
Information & Authors
Information
Published In
ISBN (Online): 978-0-7844-8289-6
Copyright
© 2020 American Society of Civil Engineers.
History
Published online: Apr 2, 2020
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.