Control and Repair of Bridge Deck Cracking

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Publisher :
ISBN 13 : 9781622600267
Total Pages : pages
Book Rating : 4.6/5 (2 download)

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Book Synopsis Control and Repair of Bridge Deck Cracking by : Robert J. Frosch

Download or read book Control and Repair of Bridge Deck Cracking written by Robert J. Frosch and published by . This book was released on 2010-11-15 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Control and Repair of Bridge Deck Cracking

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Publisher :
ISBN 13 : 9781124157160
Total Pages : 155 pages
Book Rating : 4.1/5 (571 download)

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Book Synopsis Control and Repair of Bridge Deck Cracking by : Sergio Gutierrez

Download or read book Control and Repair of Bridge Deck Cracking written by Sergio Gutierrez and published by . This book was released on 2010 with total page 155 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Bridge Deck Cracking Investigation and Repair

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Publisher :
ISBN 13 :
Total Pages : 198 pages
Book Rating : 4.:/5 (858 download)

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Book Synopsis Bridge Deck Cracking Investigation and Repair by : Vidal Vélez Vargas

Download or read book Bridge Deck Cracking Investigation and Repair written by Vidal Vélez Vargas and published by . This book was released on 2012 with total page 198 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Cause and Control of Transverse Cracking in Concrete Bridge Decks

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Publisher :
ISBN 13 :
Total Pages : 206 pages
Book Rating : 4.:/5 (1 download)

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Book Synopsis Cause and Control of Transverse Cracking in Concrete Bridge Decks by : M. Ala Saadeghvaziri

Download or read book Cause and Control of Transverse Cracking in Concrete Bridge Decks written by M. Ala Saadeghvaziri and published by . This book was released on 2002 with total page 206 pages. Available in PDF, EPUB and Kindle. Book excerpt: Many concrete bridge decks develop transverse cracking and most of these cracks develop at early ages, some right after construction and some after the bridge has been opened to traffic for a period of time. Structural design factors have not been the subject of much research in the past and they were the main thrust of this research study. Using 2-D and 3-D linear and nonlinear finite element models many design factors such as girder stiffness, deck thickness, girder spacing, relative stiffness of deck to girder, amount of reinforcements, etc., were studied. The research study also included a comprehensive review of the existing literature as well as survey of 24 bridges in the state of New Jersey. Results of each research task are presented and discussed in detail. Furthermore, based on analytical results and literature review, the effect of various factors are quantified and specific recommendations for possible consideration in design are made.

Control of Cracking in Bridge Decks

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Publisher :
ISBN 13 :
Total Pages : 7 pages
Book Rating : 4.:/5 (125 download)

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Book Synopsis Control of Cracking in Bridge Decks by : D. Darwin

Download or read book Control of Cracking in Bridge Decks written by D. Darwin and published by . This book was released on 2004 with total page 7 pages. Available in PDF, EPUB and Kindle. Book excerpt: Crack surveys of bridge decks, performed over a 10-year period in northeast Kansas as part of three studies, provide strong guidance in identifying the parameters that control cracking in these structures. The surveys involve steel girder bridges--bridges that are generally agreed to exhibit the greatest amount of cracking in the concrete decks. The surveys include monolithic decks and decks with silica fume and conventional concrete overlays. The study demonstrates that crack density increases as a function of cement and water content, and concrete strength. In addition, crack density is higher in the end spans of decks that are integral with the abutments than decks with pin-ended supports. Most cracking occurs early in the life of a bridge deck, but continues to increase over time. This is true for bridges cast in both the 1980s and the 1990s. A key observation, however, is that bridge decks cast in the 1980s exhibit less cracking than those in the 1990s, even with the increase in crack density over time. Changes in materials, primarily cement fineness, and construction procedures over the past 20 years, are discussed in light of these observations. A major bright spot has been the positive effect of efforts to limit early evaporation, suggesting that the early initiation of curing procedures will help reduce cracking in bridge decks.

Design Methods for the Control of Restrained Shrinkage Cracking

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Publisher :
ISBN 13 : 9781622601592
Total Pages : pages
Book Rating : 4.6/5 (15 download)

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Book Synopsis Design Methods for the Control of Restrained Shrinkage Cracking by : Robert J. Frosch

Download or read book Design Methods for the Control of Restrained Shrinkage Cracking written by Robert J. Frosch and published by . This book was released on 2006-09-15 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Bridge Deck Cracking and Composite Action Analyses

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Publisher :
ISBN 13 :
Total Pages : 2 pages
Book Rating : 4.:/5 (658 download)

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Book Synopsis Bridge Deck Cracking and Composite Action Analyses by : Hani H. Nassif

Download or read book Bridge Deck Cracking and Composite Action Analyses written by Hani H. Nassif and published by . This book was released on 2010 with total page 2 pages. Available in PDF, EPUB and Kindle. Book excerpt:

The Effect of Bridge Deck Design Methodology on Crack Control

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Publisher :
ISBN 13 :
Total Pages : 32 pages
Book Rating : 4.:/5 (783 download)

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Book Synopsis The Effect of Bridge Deck Design Methodology on Crack Control by : Richard J. Nielsen

Download or read book The Effect of Bridge Deck Design Methodology on Crack Control written by Richard J. Nielsen and published by . This book was released on 2010 with total page 32 pages. Available in PDF, EPUB and Kindle. Book excerpt: At present, the Idaho Transportation Department (ITD) Bridge Design Manual allows engineers to use the AASHTO empirical method to design concrete bridge decks. However, the ITD Bridge Section would like to compare their design practices to those employed by other state DOTs. The Bridge Section is also interested in the ability of the empirical deck design method to control deck cracking. AASHTO's empirical deck design method and traditional design method are summarized. We reviewed the literature regarding the effect of bridge deck design methodology on deck cracking. Many researchers agree that the empirical bridge deck design method needs to be modified to limit cracking. For example, Frosch and Radabaugh believe that the empirical method does not require a large enough reinforcement ratio to adequately control cracking. Others such as Krauss believe that the deck-to-girder stiffness has a greater effect on deck cracking and should be increased in the empirical method. We also surveyed bridge deck design methods and typical deck designs for all of the states in the U.S. Bridge deck properties such as deck thickness, rebar size and rebar spacing from other states were compared to those specified by ITD. Most states and Canada use a significantly smaller spacing and larger reinforcement bar size. We believe that reducing the spacing and increasing the size of rebar would mitigate ITD's deck cracking problem, although the degree to which deck crack spacing and width would be mitigated would require further research.

Control of Concrete Cracking in Bridges

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Publisher :
ISBN 13 : 9780309389815
Total Pages : 104 pages
Book Rating : 4.3/5 (898 download)

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Book Synopsis Control of Concrete Cracking in Bridges by :

Download or read book Control of Concrete Cracking in Bridges written by and published by . This book was released on 2017 with total page 104 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Control of Time-dependent Transverse Cracking in Reinforced Concrete Bridge Decks

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

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Book Synopsis Control of Time-dependent Transverse Cracking in Reinforced Concrete Bridge Decks by : Cathy Hsiang-Chen Chen

Download or read book Control of Time-dependent Transverse Cracking in Reinforced Concrete Bridge Decks written by Cathy Hsiang-Chen Chen and published by . This book was released on 2013 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Quantification of Cracks in Reinforced Concrete Bridge Decks

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Publisher :
ISBN 13 :
Total Pages : 131 pages
Book Rating : 4.:/5 (94 download)

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Book Synopsis Quantification of Cracks in Reinforced Concrete Bridge Decks by : Saikrishna Ganapuram

Download or read book Quantification of Cracks in Reinforced Concrete Bridge Decks written by Saikrishna Ganapuram and published by . This book was released on 2013 with total page 131 pages. Available in PDF, EPUB and Kindle. Book excerpt: Cracking in reinforced concrete bridge decks is a widespread concern in the United States. Many concrete bridge decks, regardless to the age of construction, have shown different levels and patterns of cracking. Not only does cracking of bridge decks weaken the bridge infrastructure, but also allows the inflow of corrosive agents into the reinforcement, regardless of the bridge design type, length of spans, deck thickness and concrete mixture designs. Increased cracking of concrete bridge decks all over the world poses a threat to life as well as prove extremely expensive for repair and maintenance. Thus, precautions must be taken in order to avoid and restrict bridge deck cracking, one of which is inspection of the bridge at regular intervals. The Ohio Department of Transportation's current procedure for bridge inspection offers only a qualitative assessment of the bridges inspected. In this study, a method was developed for the quantification of crack densities for twelve bridges in District 3. Two types of bridges were inspected: three structural slab bridge decks and nine stringer supported bridge decks. Crack densities for each bridge were determined based on crack maps corresponding to the surveys for each bridge deck. Results indicated that structural slab bridge decks have slightly higher shrinkage crack densities compared to the bridge decks constructed with stringer supports. However, the "structural" cracks seem to be wider than shrinkage cracks for structural slabs (greater than 0.007 inch). Particularly on bridge ASD-42-0656, which is a continuous slab bridge, there were several large "structural" cracks that were parallel to the pier beams supports. The shrinkage crack densities of the twelve bridge decks determined in this study were considerably lower than the crack densities of similar bridge decks located in other states, demonstrating that Ohio bridge decks in general have lower crack density than those in other states. The shrinkage crack densities of the bridges constructed with QC/QA type of concrete have lower values than the bridges made with other types of concrete. Also, the crack widths were determined at certain key locations and were compared with theoretical values. The measured crack widths are much larger compared to the corresponding theoretical crack widths. This is a reason for concern.

Bridge Management

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Publisher : Springer
ISBN 13 : 1489972323
Total Pages : 772 pages
Book Rating : 4.4/5 (899 download)

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Book Synopsis Bridge Management by : M. J. Ryall

Download or read book Bridge Management written by M. J. Ryall and published by Springer. This book was released on 2013-12-14 with total page 772 pages. Available in PDF, EPUB and Kindle. Book excerpt: This volume consists of papers presented at the First International Conference on Bridge Management, held at The University of Surrey, Guildford, UK, from 28-30 March 1990.

Development and Layout of a Protocol for the Field Performance of Concrete Deck and Crack Sealants

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ISBN 13 :
Total Pages : 62 pages
Book Rating : 4.3/5 (555 download)

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Book Synopsis Development and Layout of a Protocol for the Field Performance of Concrete Deck and Crack Sealants by : José Antonio Pincheira

Download or read book Development and Layout of a Protocol for the Field Performance of Concrete Deck and Crack Sealants written by José Antonio Pincheira and published by . This book was released on 2009 with total page 62 pages. Available in PDF, EPUB and Kindle. Book excerpt: The main objective of this project was to develop and layout a protocol for the long-term monitoring and assessment of the performance of concrete deck and crack sealants in the field. To accomplish this goal, a total of six bridge decks were chosen for study. The decks have ages that vary from 4 to 30 years old, are all in good condition, though some presented a variety of longitudinal, transverse and diagonal cracking. In each deck, test segments were laid out along one lane in four of the six bridges. Drill powder samples were extracted in each segment in order to determine the in-situ, near-surface chloride ion content of the deck. Laboratory analyses of the samples showed that the chloride ion content varied between 3.2 lb/cy for the younger decks (3 years old) and 20.8 lb/cy for the older decks (28 years old). Based on the recommendations of a previous laboratory investigation, a pool of the best performing deck and crack sealants were selected to be applied in the decks. In two bridges, deck segments were sealed with four deck sealants while one segment was left unsealed to be used as a control segment. Additionally, the cracks in each of these segments were sealed with five crack sealants. While two other decks were also scheduled for sealing as part of this phase of the project, they were not done because the required curing time for some of the products was longer than deemed acceptable by DOT crews for these high traffic bridges. It is recommended, however, that every effort be made to have these decks be sealed in the near future. The remaining two bridges had been sealed at the time of construction. While no specific information could be secured about the product used in these decks, the low chloride ion content in these decks suggested that the applied product has helped reduce the ingress of chloride ions. Therefore, it is recommended that these decks continue to be monitored over time. Based on the inspections and the data collected in the field, a protocol and schedule for the continuing monitoring of sealant performance is presented.

Phase 1 Report on the Development of Predictive Model for Bridge Deck Cracking and Strength Development

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Publisher :
ISBN 13 :
Total Pages : 64 pages
Book Rating : 4.:/5 (1 download)

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Book Synopsis Phase 1 Report on the Development of Predictive Model for Bridge Deck Cracking and Strength Development by :

Download or read book Phase 1 Report on the Development of Predictive Model for Bridge Deck Cracking and Strength Development written by and published by . This book was released on 2009 with total page 64 pages. Available in PDF, EPUB and Kindle. Book excerpt: Early-age cracking, typically caused by drying shrinkage (and often coupled with autogenous and thermal shrinkage), can have several detrimental effects on long-term behavior and durability. Cracking can also provide ingress of water that can drive chemical reactions, such as alkali-silica reaction (ASR) and sulfate attack. Because of the problems associated with cracking observed in bridge decks, and the impact of early-age cracking on long-term performance and durability, it is imperative that bridge decks be constructed with minimal early-age cracking and that exhibit satisfactory long-term performance and durability. To achieve these goals for bridges in the state of Texas, a research team has been assembled that possesses significant expertise and background in cement chemistry, concrete materials and durability, structural performance, computational mechanics (finite difference/element), bridge deck construction and maintenance, monitoring of in-site behavior of field structures, and the development of test methods and specifications aimed at practical implementation by state highway departments. This proposal describes a laboratory- and field-based research program aimed at developing a bridge deck cracking model that will ultimately be integrated into ConcreteWorks, a suite of software programs developed for TxDOT by this same research team.

Bridge Deck Program Development

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ISBN 13 :
Total Pages : 428 pages
Book Rating : 4.3/5 (555 download)

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Book Synopsis Bridge Deck Program Development by : Khossrow Babaei

Download or read book Bridge Deck Program Development written by Khossrow Babaei and published by . This book was released on 1985 with total page 428 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Bridge Deck Repair and Protective Systems

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ISBN 13 :
Total Pages : 60 pages
Book Rating : 4.3/5 (555 download)

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Book Synopsis Bridge Deck Repair and Protective Systems by : Herbert N. Swanson

Download or read book Bridge Deck Repair and Protective Systems written by Herbert N. Swanson and published by . This book was released on 1984 with total page 60 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Evaluation and Repair Procedures for Precast/prestressed Concrete Girders with Longitudinal Cracking in the Web

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Publisher : Transportation Research Board
ISBN 13 : 0309118352
Total Pages : 76 pages
Book Rating : 4.3/5 (91 download)

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Book Synopsis Evaluation and Repair Procedures for Precast/prestressed Concrete Girders with Longitudinal Cracking in the Web by : Maher K. Tadros

Download or read book Evaluation and Repair Procedures for Precast/prestressed Concrete Girders with Longitudinal Cracking in the Web written by Maher K. Tadros and published by Transportation Research Board. This book was released on 2010 with total page 76 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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.