(2017) Evaluation of the Buchanan County IBRD Bridge on Victor Avenue over Prairie Creek, September 2017. Transportation, Department of
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Final Report Evaluation of the Bridge on Victor Avenue over Prairie Creek.pdf File Size:9MB |
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Tech Brief Evaluation of the Bridge on Victor Avenue over Prairie Creek.pdf File Size:2MB |
Abstract
With the assistance of the Iowa Department of Transportation (DOT) and three centers at the Institute for Transportation (InTrans) at Iowa State University, Buchanan County, Iowa was awarded a Federal Highway Administration (FHWA) Innovative Bridge Research and Deployment (IBRD) Program grant to help construct and evaluate a replacement bridge that used innovative concepts to increase the bridge's durability, while also striving to construct the bridge without the use of a traditional overhead crane, making the bridge system an attractive alternative for county workforce's and minimizing disruption to the traveling public. The innovative concepts utilized for this bridge included geosynthetic-reinforced soil (GRS) abutments, high-performance concrete (HPC) with lightweight fine aggregates (LWFAs) for internal curing, and a cast-on-site concrete box-beam superstructure. Conclusions from the project included the following: - the use of LWFAs to internally cure the concrete leads to higher strength of concrete and slightly lower weight of the beams. - Lifting the beams from both ends using two backhoes and moving the beams over the creek was a successful approach and did not cause any damage to the beams beyond some minor bottom flange cracking. - The load tests performed on the bridge over three years indicated that the bridge joints are well connected and performing well. - The construction of the beams on-site followed by moving them over the abutments was a time-saving approach, which led to less traffic disruption. - The GRS abutments did not show any erosion of backfill or any other issues after a flood event occurred in the Spring of 2015. - Results showed that the installation of the vertical sheet drain in one of the abutments provided improved drainage conditions over the abutment without the vertical sheet drain.
Item Type: | Departmental Report |
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Keywords: | bridge reconstruction, cast-on-site bridges, geosynthetic-reinforced soil abutments, high-performance concrete, innovative bridge replacement, internal concrete curing, vertical sheet drains |
Subjects: | Transportation Transportation > Bridges and tunnels |
ID Code: | 27219 |
Deposited By: | Hannah Gehring |
Deposited On: | 09 Apr 2018 18:10 |
Last Modified: | 09 Apr 2018 18:10 |
URI: | https://publications.iowa.gov/id/eprint/27219 |