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    Case Study: Evaluation of a Floating Steel Fender System for Bridge Pier Protection against Vessel Collision 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 011
    Author(s): Hua Jiang; Mi G. Chorzepa
    Publisher: American Society of Civil Engineers
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    Evaluation of a New FRP Fender System for Bridge Pier Protection against Vessel Collision 

    Source: Journal of Bridge Engineering:;2015:;Volume ( 020 ):;issue: 002
    Author(s): Hua; Jiang; Mi G.; Chorzepa
    Publisher: American Society of Civil Engineers
    Abstract: Physical protection systems typically are used to reduce vessel impact loads to nondestructive levels or redirect vessels away from bridge piers. An efficient physical protection system is critical for the safe operation ...
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    Investigation of Cracks Observed in Underwater Bridge Seal Structures and Crack Control by Means of Material Design 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 006
    Author(s): Hiwa Hamid; Mi G. Chorzepa; Stephan A. Durham
    Publisher: ASCE
    Abstract: A large number of cracks were observed in a bridge seal structure during an underwater inspection. The seal is 13.2  m long, 5.9  m wide, and 6.8  m deep and thus is considered mass concrete. The concrete mixture contains ...
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    Optimal Strategies for Locally Owned Bridges: Quantifying Payoffs in Repeated Games to Address Performance Deficiencies and Prevent Defection 

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 010:;page 04025062-1
    Author(s): Sowemimo, Adeyemi D.; Chorzepa, Mi G.; Birgisson, Bjorn; Durham, Stephan A.
    Publisher: American Society of Civil Engineers
    Abstract: Abstract This paper investigates the interactions between state transportation agencies and local government bridge owners using a game theory–based framework. The framework includes a game involving two players with ...
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    Forensic Investigation of Pavement: Practices in North America and a Pilot Investigation 

    Source: Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 004
    Author(s): Catherine Johnson; Mi G. Chorzepa; Stephan Durham; S. Sonny Kim
    Publisher: American Society of Civil Engineers
    Abstract: State agencies/provinces and civil engineers must remain current in forensic pavement investigation procedures and inspection technologies to efficiently maintain public roads. Preliminary pavement investigation procedures ...
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    Forensic Investigation of Distresses Found in Jointed Plain Concrete Pavements 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2019:;Volume ( 145 ):;issue: 001
    Author(s): Mi G. Chorzepa; Catherine Johnson; S. Sonny Kim; Stephan Durham
    Publisher: American Society of Civil Engineers
    Abstract: Jointed plain concrete pavement (JPCP) is commonly used in roadway construction as an economical choice when distributed steel reinforcement is not necessary. The performance of JPCP depends on the joint load transfer ...
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    Parameterized Fragility Assessment of Bridges Subjected to Hurricane Events Using Metamodels and Multiple Environmental Parameters 

    Source: Journal of Infrastructure Systems:;2018:;Volume ( 024 ):;issue: 004
    Author(s): Saeidpour Arash;Chorzepa Mi G.;Christian Jason;Durham Stephan
    Publisher: American Society of Civil Engineers
    Abstract: A vulnerability assessment of bridges subjected to hurricane events is beneficial to policy makers prioritizing their critical assets for inspection, maintenance, and retrofit. The proposed parameterized fragility assessment ...
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    Forensic Investigation of Continuously Reinforced Concrete Pavements in Fair and Poor Condition 

    Source: Journal of Performance of Constructed Facilities:;2018:;Volume ( 032 ):;issue: 004
    Author(s): Chorzepa Mi G.;Johnson Catherine;Durham Stephan;Kim S. Sonny
    Publisher: American Society of Civil Engineers
    Abstract: Continuously reinforced concrete pavement (CRCP) sections contain longitudinal and transverse reinforcement that spans the entire pavement section. This paper presents the investigation result of two CRCP sections that ...
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    Investigation of Cracks Observed on a Skewed Bridge Constructed Using Self-Propelled Modular Transporters 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 005
    Author(s): Chnar Solae; Mi G. Chorzepa; Stephan A. Durham; S. Sonny Kim
    Publisher: ASCE
    Abstract: This study investigates full-depth deck cracks observed on a skewed bridge, which was constructed using self-propelled modular transporters (SPMTs). To investigate the causes, three main factors associated with structural ...
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    Novel Prioritization Mechanism to Enhance Long-Term Performance Predictions for Bridge Asset Management 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 001:;page 04020133
    Author(s): O. Brian Oyegbile; Mi G. Chorzepa; Stephan A. Durham; S. Sonny Kim
    Publisher: ASCE
    Abstract: Current strategies for prioritizing bridge preventive maintenance, rehabilitation, or replacement (MRR) include predicting future conditions by delineating depreciation rates from existing conditions and preventive MRR ...
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