Performance of Bridge Decks with 3-in. Design Cover

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Publisher :
ISBN 13 :
Total Pages : 20 pages
Book Rating : 4.:/5 (798 download)

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Book Synopsis Performance of Bridge Decks with 3-in. Design Cover by : Richard J. Irwin

Download or read book Performance of Bridge Decks with 3-in. Design Cover written by Richard J. Irwin and published by . This book was released on 1981 with total page 20 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Concrete Bridge Deck Performance

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Publisher : Transportation Research Board
ISBN 13 : 0309070112
Total Pages : 188 pages
Book Rating : 4.3/5 (9 download)

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Book Synopsis Concrete Bridge Deck Performance by : H. G. Russell

Download or read book Concrete Bridge Deck Performance written by H. G. Russell and published by Transportation Research Board. This book was released on 2004 with total page 188 pages. Available in PDF, EPUB and Kindle. Book excerpt: At head of title: National Cooperative Highway Research Program.

Evaluation of Bridge Deck Protective Strategies

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Publisher : Transportation Research Board National Research
ISBN 13 :
Total Pages : 92 pages
Book Rating : 4.3/5 (555 download)

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Book Synopsis Evaluation of Bridge Deck Protective Strategies by : Khossrow Babaei

Download or read book Evaluation of Bridge Deck Protective Strategies written by Khossrow Babaei and published by Transportation Research Board National Research. This book was released on 1987 with total page 92 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Identification of Performance Indicators and Development of Performance Based Specifications for Bridge Decks

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ISBN 13 :
Total Pages : 94 pages
Book Rating : 4.3/5 (555 download)

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Book Synopsis Identification of Performance Indicators and Development of Performance Based Specifications for Bridge Decks by : Thomas H. Wenzel

Download or read book Identification of Performance Indicators and Development of Performance Based Specifications for Bridge Decks written by Thomas H. Wenzel and published by . This book was released on 2000 with total page 94 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Bridge Deck Joint Performance

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Publisher : Transportation Research Board
ISBN 13 : 0309069572
Total Pages : 58 pages
Book Rating : 4.3/5 (9 download)

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Book Synopsis Bridge Deck Joint Performance by : Ronald L. Purvis

Download or read book Bridge Deck Joint Performance written by Ronald L. Purvis and published by Transportation Research Board. This book was released on 2003 with total page 58 pages. Available in PDF, EPUB and Kindle. Book excerpt: TRB's National Cooperative Highway Research Program (NCHRP) Synthesis 319: Bridge Deck Joint Performance presents the state of the practice on commonly used expansion joint systems in bridges by summarizing performance data for each system type and by providing examples of selection criteria and design guidelines.

Evaluation of Performance and Maximum Length of Continuous Decks in Bridges

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Publisher :
ISBN 13 :
Total Pages : 119 pages
Book Rating : 4.:/5 (771 download)

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Book Synopsis Evaluation of Performance and Maximum Length of Continuous Decks in Bridges by : Katherine O. Snedeker

Download or read book Evaluation of Performance and Maximum Length of Continuous Decks in Bridges written by Katherine O. Snedeker and published by . This book was released on 2011 with total page 119 pages. Available in PDF, EPUB and Kindle. Book excerpt: The purpose of this research was to evaluate the performance history of continuous bridge decks in the State of Georgia, to determine why the current design detail works, to recommend a new design detail, and to recommend the maximum and/or optimum lengths of continuous bridge decks. The continuous bridge decks have continuous reinforcement over the junction of two edge beams with a construction joint for crack control. The current technical literature and current practices and design procedures were synthesized and summarized. GDOT maintenance reports were reviewed, and preliminary field evaluations were conducted to determine the performance of the continuous deck detail. The effects of bridge movement due to thermal strains, shrinkage, and live loads were considered in simplified analytical studies to better understand the demands placed on the GDOT continuous deck detail. A summary of the preliminary design and length recommendations are provided upon completion of Part 1 of the research.

National Experimental Projects Tabulation

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Publisher :
ISBN 13 :
Total Pages : 464 pages
Book Rating : 4.3/5 (121 download)

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Book Synopsis National Experimental Projects Tabulation by :

Download or read book National Experimental Projects Tabulation written by and published by . This book was released on 1985 with total page 464 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Report

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Publisher :
ISBN 13 :
Total Pages : 92 pages
Book Rating : 4.3/5 (243 download)

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Book Synopsis Report by :

Download or read book Report written by and published by . This book was released on 1964 with total page 92 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Evaluation of Performance and Maximum Length of Continuous Decks in Simple-span Bridges

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Publisher :
ISBN 13 :
Total Pages : pages
Book Rating : 4.:/5 (456 download)

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Book Synopsis Evaluation of Performance and Maximum Length of Continuous Decks in Simple-span Bridges by : Katherine O. Snedeker

Download or read book Evaluation of Performance and Maximum Length of Continuous Decks in Simple-span Bridges written by Katherine O. Snedeker and published by . This book was released on 2009 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: The purpose of this research was to evaluate the performance history of continuous bridge decks in the State of Georgia, to determine why the current design detail works, to recommend a new design detail if necessary, and to recommend the maximum and/or optimum lengths of continuous bridge decks. The continuous bridge decks have continuous reinforcement over the junction of two edge beams with a construction joint for crack control. The current technical literature and current practices and design procedures were synthesized and summarized. GDOT maintenance reports were reviewed, and field evaluations were conducted to determine the performance of the continuous deck detail. The effects of bridge movement due to thermal strains, shrinkage, and live loads were considered in the analytical studies to better understand the demands placed on the GDOT continuous deck detail. A summary of the design and length recommendations was provided upon completion of the research.

In-service Performance of HP Concrete Bridge Decks

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Publisher :
ISBN 13 :
Total Pages : 38 pages
Book Rating : 4.:/5 (1 download)

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Book Synopsis In-service Performance of HP Concrete Bridge Decks by : Frank T. Owens

Download or read book In-service Performance of HP Concrete Bridge Decks written by Frank T. Owens and published by . This book was released on 1999 with total page 38 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Research Paper FPL-RP

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Publisher :
ISBN 13 :
Total Pages : 242 pages
Book Rating : 4.:/5 (8 download)

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Book Synopsis Research Paper FPL-RP by :

Download or read book Research Paper FPL-RP written by and published by . This book was released on 1986 with total page 242 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Public Roads

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Publisher :
ISBN 13 :
Total Pages : 68 pages
Book Rating : 4.:/5 (3 download)

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Book Synopsis Public Roads by :

Download or read book Public Roads written by and published by . This book was released on 1996 with total page 68 pages. Available in PDF, EPUB and Kindle. Book excerpt:

High-Performance Concrete Bridge Decks: A Fast-Track Implementation Study, Volume 2: Materials

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Publisher : Purdue University Press
ISBN 13 : 9781622601097
Total Pages : 254 pages
Book Rating : 4.6/5 (1 download)

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Book Synopsis High-Performance Concrete Bridge Decks: A Fast-Track Implementation Study, Volume 2: Materials by : Mateusz Radlinski

Download or read book High-Performance Concrete Bridge Decks: A Fast-Track Implementation Study, Volume 2: Materials written by Mateusz Radlinski and published by Purdue University Press. This book was released on 2008-11-01 with total page 254 pages. Available in PDF, EPUB and Kindle. Book excerpt: The purpose of this research was to examine the applicability of ternary binder systems containing ordinary portland cement (OPC), class C fly ash (FA) and silica fume (SF) for bridge deck concrete. This was accomplished in two parts, the laboratory part and a field application part. During the laboratory studies, four ternary mixtures, each containing either 20% or 30% FA and either 5% or 7% SF were subjected to four different curing regimes (air drying, 7 days curing compound application and 3 or 7 days wet burlap curing). In general, all four ternary mixtures exhibited very good water and chloride solution transport-controlling properties (resistance to chloride-ion penetration, chloride diffusivity and rate of water absorption). However, it was concluded that in order to ensure adequate strength, good freezing and thawing resistance, satisfactory resistance to salt scaling, and adequate shrinkage cracking resistance the FA content should not exceed 20%, SF content should not exceed 5% (by total mass of binder) and paste content should be kept below 24% by volume of concrete. Further, wet burlap curing for a minimum of 3 days was required to achieve satisfactory performance and to obtain a reliable assessment of in-situ compressive strength (up to 28 days) using maturity method. The second part of this research examined the performance of ternary concrete containing 20% FA and 5% SF in the pilot HPC bridge deck constructed in northern Indiana. Using maturity method developed for the purpose of this study, it was determined that the unexpectedly high RCP values of concrete placed late in the construction season were mostly attributed to low ambient temperature. Additional applications of the developed maturity method were also demonstrated. These include assessment of risk of scaling and reduction in time to corrosion initiation as a function of construction date, as well as estimation of long-term RCP values of concrete subjected to accelerated curing.

Performance evaluation of isotropic bridge decks (Ontario design).

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Publisher :
ISBN 13 :
Total Pages : 7 pages
Book Rating : 4.:/5 (44 download)

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Book Synopsis Performance evaluation of isotropic bridge decks (Ontario design). by :

Download or read book Performance evaluation of isotropic bridge decks (Ontario design). written by and published by . This book was released on 1997 with total page 7 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Dividends from Wood Research

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ISBN 13 :
Total Pages : 80 pages
Book Rating : 4.U/5 (183 download)

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Book Synopsis Dividends from Wood Research by :

Download or read book Dividends from Wood Research written by and published by . This book was released on 1987 with total page 80 pages. Available in PDF, EPUB and Kindle. Book excerpt:

High-Performance Concrete Bridge Decks: A Fast-Track Implementation Study, Volume 1: Structural Behavior

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Publisher : Purdue University Press
ISBN 13 : 9781622601080
Total Pages : 178 pages
Book Rating : 4.6/5 (1 download)

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Book Synopsis High-Performance Concrete Bridge Decks: A Fast-Track Implementation Study, Volume 1: Structural Behavior by : Robert J. Frosch

Download or read book High-Performance Concrete Bridge Decks: A Fast-Track Implementation Study, Volume 1: Structural Behavior written by Robert J. Frosch and published by Purdue University Press. This book was released on 2008-11-01 with total page 178 pages. Available in PDF, EPUB and Kindle. Book excerpt: Transverse cracking of concrete bridge decks is problematic in numerous states. Cracking has been identified in the negative and positive moment regions of bridges and can appear shortly after opening the structure to live loads. To improve the service life of the bridge deck as well as decrease maintenance costs, changes to current construction practices in Indiana are being considered. A typical bridge deck was instrumented which incorporated the following: increased reinforcement amounts, decreasing reinforcement spacing, and high-performance, low-shrinkage concrete. The low shrinkage concrete was achieved using a ternary concrete mix. The objective of this research was to determine the performance, particularly in terms of transverse cracking and shrinkage, of a bridge incorporating design details meant to reduce cracking. Based on measurements from the bridge, it was determined that maximum tensile strains experienced in the concrete were not sufficient to initiate cracking. An on-site inspection was performed to confirm that cracking had not initiated. The data was analyzed and compared with the behavior of a similarly constructed bridge built with nearly identical reinforcing details, but with a more conventional concrete to evaluate the effect of the HPC. Based on this study, it was observed that full-depth transverse cracks did not occur in the structure and that the use of HPC lowered the magnitude of restrained shrinkage strains and resulting tensile stresses.

Sustainability assessment of concrete bridge deck designs in coastal environments using neutrosophic criteria weights

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Publisher : Infinite Study
ISBN 13 :
Total Pages : 20 pages
Book Rating : 4./5 ( download)

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Book Synopsis Sustainability assessment of concrete bridge deck designs in coastal environments using neutrosophic criteria weights by : Ignacio J. Navarro

Download or read book Sustainability assessment of concrete bridge deck designs in coastal environments using neutrosophic criteria weights written by Ignacio J. Navarro and published by Infinite Study. This book was released on with total page 20 pages. Available in PDF, EPUB and Kindle. Book excerpt: Essential infrastructures such as bridges are designed to provide a long-lasting and intergenerational functionality. In those cases, sustainability becomes of paramount importance when the infrastructure is exposed to aggressive environments, which can jeopardise their durability and lead to significant maintenance demands. The assessment of sustainability is however often complex and uncertain. The present study assesses the sustainability performance of 16 alternative designs of a concrete bridge deck in a coastal environment on the basis of a neutrosophic group analytic hierarchy process (AHP). The use of neutrosophic logic in the field of multi-criteria decision-making, as a generalisation of the widely used fuzzy logic, allows for a proper capture of the vagueness and uncertainties of the judgements emitted by the decision-makers. TOPSIS technique is then used to aggregate the different sustainability criteria. From the results, it is derived that only the simultaneous consideration of the economic, environmental and social life cycle impacts of a design shall lead to adequate sustainable designs. Choices made based on the optimality of a design in only some of the sustainability pillars will lead to erroneous conclusions. The use of concrete with silica fume has resulted in a sustainability performance of 46.3% better than conventional concrete designs.