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| Author | : |
| Publisher | : |
| Total Pages | : 294 |
| Release | : 1998 |
| Genre | : Bridges |
| ISBN | : |
| Author | : Michel Alexander |
| Publisher | : |
| Total Pages | : 283 |
| Release | : 1998 |
| Genre | : |
| ISBN | : |
A significant number of concrete bridge decks, both public- and nonpublic use, in the United States are subjected to a variety of detrimental environmental conditions. Many of the decks are in northern regions and are subject to cold weather; some of these are subjected to further degradation from the applications of deicing salts. The current major distress noted is the occurrence of shallow delaminations resulting in horizontal voids below the surface of the decks. It appears the majority of the delaminations are caused by freezing and thawing action, by chloride attack that corrodes the reinforcement, and by alkali-silica reaction. All three attack mechanisms require the presence of moisture. Efforts to design and place a dense, impermeable concrete are hindered at times due to the porous nature of concrete. As the concrete ages, a micro system of tension cracks and other surface imperfections can develop, exposing the matrix to water and chloride infiltration. Water infiltration alone can lead to accelerated alkali-silica reaction and steel-reinforcement corrosion. Surface spalling not only reduces ride quality, but it leads to more serious problems including structural deterioration and failure. Many concrete sealers and penetrants on the market are designed to protect concrete by improving and enhancing its physical properties. Surface sealers such as silane, silicones, and siloxanes have been developed to prevent the infiltration of moisture and chlorides. Penetrants such as high molecular weight methacrylate (HMWM) and epoxies have been developed to penetrate and fill cracks and porous areas in the concrete, sealing it against the infiltration of air, water, and chloride. Once the concrete is effectively sealed, both the progression of alkali-silica reaction and the corrosion of the reinforcing steel are arrested. These materials are also designed to bond to the concrete and thus to the structural integrity of the concrete.
| Author | : A.S. Nowak |
| Publisher | : Springer Science & Business Media |
| Total Pages | : 618 |
| Release | : 2012-12-06 |
| Genre | : Technology & Engineering |
| ISBN | : 9400921535 |
Evaluation, repair and rehabilitation of bridges are increasingly important topics in the effort to deal with the deteriorating infrastructure. For example, in the United States about 40 percent of the nation's 570,000 bridges are classified, according to the Federal Highway Administra tion's (FHW A) criteria, as deficient and in need of rehabilitation and replacement. In other countries the situation is similar. FHW A estimates the cost of a bridge replacement and reha bilitation program at 50 billion dollars. The major factors that have contributed to the present situation are: the age, inadequate maintenance, increasing load spectra and environmental contamination. The deficient bridges are posted, repaired or replaced. The disposition of bridges involves clear economical and safety implications. To avoid high costs of replacement or repair, the evaluation must accurately reveal the present load carrying capacity of the struc ture and predict loads and any further changes in the capacity (deterioration) in the applicable time span. Accuracy of bridge evaluation can be improved by using the recent developments in bridge diagnostics, structural tests, material tests, structural analysis and probabilistic methods. There is a need for an international exchange of advanced experience to increase the research effi ciency. The Workshop is organized on the premise that the exchange of existing American and European experience in the area of bridge evaluation, repair and rehabilitation is beneficial for both parties involved.
| Author | : Qindan Huang |
| Publisher | : |
| Total Pages | : |
| Release | : 2018 |
| Genre | : Bridges |
| ISBN | : |
As there are a large number of existing aging bridges in need of maintenance, Ohio Department of Transportation is seeking safer, better, and efficient approaches for patch-repair concrete removal on bridge decks. The current practice to remove concrete is by using pneumatic breakers, which presents a danger to operators and damages to the sound concrete and rebar. Building on an extensive literature review, this study evaluates the current method and alternative methods that can address the limitations of the current method. Based on the findings, the recommendation is to use hydrodemolition robot to remove concrete, as it is time-efficient and does not create potential harm to the bridge deck or operator. In addition, hydrodemolition leaves a coarse finish cut to allow for a more effective and long lasting bond with the repair material, which is important for patch repair. Two potential robots are identified as most suitable for bridge deck concrete removal: Conjet Jetframe 101 Nalta and Conjet Robot 327. While the advantages of Conjet Jetframe 101 Nalta are easy transportability and low capital cost, Conjet Robot 327 has a higher productivity rate and has a built in debris barrier that is safer for the crew and on-going traffic. Lastly, based on the cost analysis, for project size larger than 100 SF, Conjet Robot 327 becomes a better option.
| Author | : Maher K. Tadros |
| Publisher | : Transportation Research Board |
| Total Pages | : 76 |
| Release | : 2010 |
| Genre | : Technology & Engineering |
| ISBN | : 0309118352 |
This report establishes a user's manual for the acceptance, repair, or rejection of precast/prestressed concrete girders with longitudinal web cracking. The report also proposes revisions to the AASHTO LRFD Bridge Design Specifications and provides recommendations to develop improved crack control reinforcement details for use in new girders. The material in this report will be of immediate interest to bridge engineers.
| Author | : |
| Publisher | : Transportation Research Board |
| Total Pages | : 96 |
| Release | : 2013 |
| Genre | : Technology & Engineering |
| ISBN | : 0309129338 |
" TRB's second Strategic Highway Research Program (SHRP 2) Report S2-R06A-RR-1: Nondestructive Testing to Identify Concrete Bridge Deck Deterioration identifies nondestructive testing technologies for detecting and characterizing common forms of deterioration in concrete bridge decks.The report also documents the validation of promising technologies, and grades and ranks the technologies based on results of the validations.The main product of this project will be an electronic repository for practitioners, known as the NDToolbox, which will provide information regarding recommended technologies for the detection of a particular deterioration. " -- publisher's description.
| Author | : Kenneth C. Clear |
| Publisher | : |
| Total Pages | : 52 |
| Release | : 1974 |
| Genre | : Concrete bridges |
| ISBN | : |
| Author | : Lowell B. Steere |
| Publisher | : |
| Total Pages | : 54 |
| Release | : 1980 |
| Genre | : Bridges |
| ISBN | : |
| Author | : Shibin Lin |
| Publisher | : |
| Total Pages | : 246 |
| Release | : 2021 |
| Genre | : Bridge decks |
| ISBN | : |
Concrete bridge deck overlays have been used in the United States since 1960 to extend the service life of deteriorated concrete bridge decks and improve reliability. Concrete bridge decks with overlays suffer various types of deterioration, so it is necessary to identify and assess the effectiveness of different nondestructive evaluation (NDE) technologies in the laboratory under controlled conditions and in the field under actual conditions. This report provides an overview of seven types of widely used overlays: asphalt with a liquid membrane, asphalt with a fabric membrane, asphalt without a membrane, silica fume-modified concrete, latex-modified concrete (LMC), epoxy polymer concrete, and polyester polymer concrete. This report identifies and ranks available and promising NDE technologies to assess the performance of different types of overlays and concrete bridge decks. This report describes laboratory validation on overlays for nine commonly used NDE technologies. The nine NDE technologies are: sounding, ultrasonic surface waves (USW), impact echo (IE), ultrasonic tomography (UT), impulse response (IR), ground-penetrating radar (GPR), electrical resistivity (ER), half-cell potential (HCP), and infrared thermography (IRT). This report details the results of laboratory tests validating the NDE technologies for the seven different types of overlays. Field validation using the RABITTM bridge deck assessment tool and manual testing equipment was also performed. Results from the study on which this report is based indicated that GPR was the most effective method for detecting defects in underlying concrete specimens through both bonded and debonded overlays; however, GPR could not detect overlay debonding. Results also showed that USW, IE, and UT were effective stress-wave-based methods for detecting defects under bonded overlays but not asphalt overlays. Researchers found that asphalt overlays at low temperatures (i.e., 32°F or below) improved the applicability of
| Author | : Raimondo Betti |
| Publisher | : Columbia University Press |
| Total Pages | : 440 |
| Release | : 1997 |
| Genre | : Technology & Engineering |
| ISBN | : |
