Submission Number: 15377
Submission ID: 65841
Submission UUID: 5e14fddd-fc4c-4079-bf92-2bf3f50d8c4e

Created: Thu, 01/19/2023 - 18:10
Completed: Thu, 01/19/2023 - 18:10
Changed: Thu, 02/09/2023 - 14:56

Remote IP address: (unknown)
Submitted by: admin
Language: English

Is draft: No
Current page: webform_submission_import

Locked: Yes
TRANSPORTATION DEPT
University of Minnesota
48633/3000087042/30001546
Time-dependent Considerations of I-35W St. Anthony
99008 WO42
Predictive modeling of creep and shrinkage is expected to have implications on long-term bridge maintenance. Specifically, accurate models of time-dependent behavior can inform decisions about the need or timing of restorative measures designed to counteract excessive deflections, balance out large prestress losses, or prevent development of tension in the concrete. The information gained on the usage of the structural monitoring system over long periods of time should prove useful towards the development of future monitoring schemes. As an immediate benefit, a system will be developed to automate the ongoing prediction of static readings, such as linear potentiometer data at the expansion joints and strain gages readings for structural deformation. Ultimately, better understanding of concrete creep and shrinkage witnessed in existing structures should influence the design of similar structures in the future, leading to a more robust infrastructure.
Project Duration
Fri, 06/29/2012 - 00:00
Wed, 12/31/2014 - 00:00
Wed, 12/31/2014 - 00:00
Yes
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Contract Amounts
$100000.00
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$100000.00
Yes
Trunk Highway / Federal
No
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Benjamin Jilk
Ben.jilk@state.mn.us
Always completed things in a timely manner.
The work performed was exceptional.
The cost was reasonable for the work performed.
The work was exceptional. Much effort was put into this difficult project with breakthroughs in methods used.
Yes
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5 - very satisfied