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    Material Selection for the Joint between Adjacent Box Beams 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 004
    Author(s): Zhengyu Liu; Brent M. Phares
    Publisher: ASCE
    Abstract: Bridges constructed with adjacent precast concrete box beams have been in service for many years. A recurring problem with this type of bridge is cracking in the longitudinal joints between adjacent beams. Many research ...
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    Lateral Live-Load Distribution of Dual-Lane Vehicles with Nonstandard Axle Configurations 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 004
    Author(s): Yaohua Deng; Brent M. Phares; Ping Lu
    Publisher: American Society of Civil Engineers
    Abstract: The numbers and sizes of permitted vehicles that consist of at least four wheel lines have been increasingly crossing on highways and bridges. For safety purposes, it is necessary to understand how those truck loads are ...
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    Estimation of the Moment Capacity during Bridge Service Life for Structural Health Monitoring System 

    Source: Journal of Bridge Engineering:;2023:;Volume ( 028 ):;issue: 008:;page 04023051-1
    Author(s): Sameera Tharanga Jayathilaka; Brent M. Phares; Zhengyu Liu
    Publisher: ASCE
    Abstract: The load rating factor is a measurement used to describe the load carrying capacity of a bridge, issue permits to heavy trucks, and determine load postings on bridges. The Bridge Engineering Center (BEC) at Iowa State ...
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    Evaluation of Galvanized and Painted-Galvanized Steel Piling 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 003:;page 04023594-1
    Author(s): Seyedamin Mousavi; Justin Dahlberg; Brent M. Phares; Zhengyu Liu
    Publisher: ASCE
    Abstract: Corrosion is important in the design, maintenance, and preservation of bridge steel pile foundation systems. It is an inevitable phenomenon when steel is exposed to the environment, as metals tend to return to their lower ...
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    Evaluation of the Performance of UHPC- and HCSC-Filled Noncontact Lap Splice Closure Joint Used for Lateral Slide-in Bridge Construction 

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 006:;page 04025028-1
    Author(s): Abdalla Alomari; Justin Dahlberg; Brent M. Phares; Zhengyu Liu
    Publisher: American Society of Civil Engineers
    Abstract: With slide-in bridge construction, the bridge superstructure is constructed off the final alignment and then slid laterally from the temporary worksite onto the in-place substructure. Once the sliding is completed, a closure ...
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    Impact of Concrete Deck Removal on Horizontal Shear Capacity of Shear Connections 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 003
    Author(s): Yaohua Deng; Brent M. Phares; Hongtao Dang; Justin M. Dahlberg
    Publisher: American Society of Civil Engineers
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    Use of Longitudinal Expansion Joints in Wide-Bridge Applications to Reduce Deck Cracking 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 010
    Author(s): Zhengyu Liu; Brent M. Phares; Lowell F. Greimann
    Publisher: American Society of Civil Engineers
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    Routine Highway Bridge Inspection Condition Documentation Accuracy and Reliability 

    Source: Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 004
    Author(s): Brent M. Phares; Glenn A. Washer; Dennis D. Rolander; Benjamin A. Graybeal; Mark Moore
    Publisher: American Society of Civil Engineers
    Abstract: Routine inspection is the most common form of highway bridge inspection to satisfy the requirements of the National Bridge Inspection Standards. The accuracy and reliability of documentation generated during these inspections ...
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    Live-Load Performance Evaluation of Historic Covered Timber Bridges in the United States 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 004
    Author(s): Junwon Seo; Travis K. Hosteng; Brent M. Phares; James P. Wacker
    Publisher: American Society of Civil Engineers
    Abstract: The National Historic Covered Bridge Preservation Program (NHCBP), sponsored by the Federal Highway Administration (FHWA), was established to preserve the covered timber bridge structures that were constructed in the early ...
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