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    Connecticut's Bridge Infrastructure Monitoring Program for Assessment 

    Source: Journal of Infrastructure Systems:;1998:;Volume ( 004 ):;issue: 002
    Author(s): John T. DeWolf; Michael P. Culmo; Robert G. Lauzon
    Publisher: American Society of Civil Engineers
    Abstract: A joint effort between the Connecticut Department of Transportation and the University of Connecticut has been underway since 1984 to use different monitoring approaches in the assessment of the state's bridge infrastructure. ...
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    Short-Term Strain Monitoring of Bridge Structures 

    Source: Journal of Bridge Engineering:;1999:;Volume ( 004 ):;issue: 003
    Author(s): Richard R. Sartor; Michael P. Culmo; John T. DeWolf
    Publisher: American Society of Civil Engineers
    Abstract: This report demonstrates how short-term field monitoring can be used to evaluate bridges when problems occur. A portable strain monitoring system with software has been used to study four different bridges. Studies to ...
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    Performance Evaluation through Field Testing of Century-Old Railroad Truss Bridge 

    Source: Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 002
    Author(s): Michael R. DelGrego; Michael P. Culmo; John T. DeWolf
    Publisher: American Society of Civil Engineers
    Abstract: Research has been carried out to evaluate the structural behavior and influence of aging on a century-old steel railroad truss bridge. The structure is located in Connecticut and services a large number of trains traveling ...
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    Dynamic Effects Caused by SPMT Bridge Moves 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 003
    Author(s): Sattar Dorafshan; Marc Maguire; Marvin W. Halling; Paul J. Barr; Michael P. Culmo
    Publisher: American Society of Civil Engineers
    Abstract: This study provides the result of dynamic effects of self-propelled modular transporter (SPMT) movements during a simulated bridge transport. Accelerometers were attached to an SPMT and different transport scenarios were ...
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