Load Testing and Rating of Cast-in-Place Concrete Box Culverts
Publication: Journal of Performance of Constructed Facilities
Volume 34, Issue 2
Abstract
One of the largest items in the bridge inventory for many states is culverts, and cast-in-place reinforced concrete box culverts constitute a sizeable portion of the overall culvert inventory. In Louisiana, most of these culverts were constructed using old standard details. Following current load rating procedures for these culverts often yields unacceptable load rating factors, even though their performance is acceptable with no signs of distress. The discrepancy between calculated load rating and observed performance of the culverts is investigated for eight selected culverts by field live load testing and finite element modeling. Each culvert was instrumented using a 48-sensor structural health monitoring system before a loaded truck was driven on the culvert along three different load paths to collect field data. Three-dimensional (3D) finite element (FE) models were calibrated using the recorded field data, and an HL-93 design truck and 10 legal trucks such as Type 3-3 were used to load the calibrated FE models to obtain culvert specific load rating factors. Acceptable rating factors were obtained for all eight culverts. The rating methodology, rating factors, and recommendations for rating culverts are presented in this paper.
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Acknowledgments
This research is sponsored by the LTRC (Louisiana Transportation Research Center), under Project No. 16-3ST. Additional support from the Department of Civil and Environmental Engineering at Louisiana State University is also acknowledged. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the authors and do not necessarily reflect the views of the sponsoring agencies.
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©2020 American Society of Civil Engineers.
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Received: Mar 27, 2019
Accepted: Jul 25, 2019
Published online: Jan 22, 2020
Published in print: Apr 1, 2020
Discussion open until: Jun 22, 2020
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