Experimental Evaluation of Full Depth Precast/prestressed Concrete Bridge Deck Panels

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ISBN 13 :
Total Pages : 278 pages
Book Rating : 4.:/5 (31 download)

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Book Synopsis Experimental Evaluation of Full Depth Precast/prestressed Concrete Bridge Deck Panels by : Mohsen A. Issa

Download or read book Experimental Evaluation of Full Depth Precast/prestressed Concrete Bridge Deck Panels written by Mohsen A. Issa and published by . This book was released on 2002 with total page 278 pages. Available in PDF, EPUB and Kindle. Book excerpt: A literature review concerning the objectives of the project was completed. A significant number of published papers, reports, etc., were examined to determine the effectiveness of full depth precast panels for bridge deck replacement. A detailed description of the experimental methodology was developed which includes design and fabrication of the panels and assembly of the bridge. The design and construction process was carried out in cooperation with the project Technical Review Panel. The major components of the bridge deck system were investigated. This includes the transverse joints and the different materials within the joint as well as composite action. The materials investigated within the joint were polymer concrete, non-shrink grout, and set-45 for the transverse joint. The transverse joints were subjected to direct shear tests, direct tension tests, and flexure tests. These tests exhibited the excellent behavior of the system in terms of strength and failure modes. Shear key tests were also conducted. The shear connection study focused on investigating the composite behavior of the system based on varying the number of shear studs within a respective pocket as well as varying the number of pockets within a respective panel. The results indicated that this shear connection is extremely efficient in rendering the system under full composite action. Finite element analysis was conducted to determine the behavior of the shear connection prior to initiation of the actual full scale tests. In addition, finite element analysis was also performed with respect to the transverse joint tests in an effort to determine the behavior of the joints prior to actual testing. The most significant phase of the project was testing a full-scale model. The bridge was assembled in accordance with the procedures developed as part of the study on full-depth precast panels and the results obtained through this research. The system proved its effectiveness in withstanding the applied loading that exceeded eight times the truck loading in addition to the maximum negative and positive moment application. Only hairline cracking was observed in the deck at the maximum applied load. Of most significance was the fact that full composite action was achieved between the precast panels and the steel supporting system, and the exceptional performance of the transverse joint between adjacent panels.

Test of Precast Prestressed Concrete Bridge Deck Panels

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ISBN 13 :
Total Pages : pages
Book Rating : 4.:/5 (764 download)

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Book Synopsis Test of Precast Prestressed Concrete Bridge Deck Panels by : Texas. Bridge Division

Download or read book Test of Precast Prestressed Concrete Bridge Deck Panels written by Texas. Bridge Division and published by . This book was released on 19?? with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Experimental and Analytical Study of Full-depth Precast/prestressed Concrete Deck Panels for Highway Bridges

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ISBN 13 :
Total Pages : 584 pages
Book Rating : 4.:/5 (89 download)

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Book Synopsis Experimental and Analytical Study of Full-depth Precast/prestressed Concrete Deck Panels for Highway Bridges by : Scott M. Markowski

Download or read book Experimental and Analytical Study of Full-depth Precast/prestressed Concrete Deck Panels for Highway Bridges written by Scott M. Markowski and published by . This book was released on 2005 with total page 584 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Composite Precast Prestressed Concrete Bridge Slabs

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ISBN 13 :
Total Pages : 218 pages
Book Rating : 4.:/5 (1 download)

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Book Synopsis Composite Precast Prestressed Concrete Bridge Slabs by : R.E. Abendroth

Download or read book Composite Precast Prestressed Concrete Bridge Slabs written by R.E. Abendroth and published by . This book was released on 1991 with total page 218 pages. Available in PDF, EPUB and Kindle. Book excerpt: Precast prestressed concrete panels have been used as subdecks in bridge construction in Iowa and other states. To investigate the performance of these types of composite slabs at locations adjacent to abutment and pier diaphragms in skewed bridges, a research project which involved surveys of design agencies and precast producers, field inspections of existing bridges, analytical studies, and experimental testing was conducted. The survey results from the design agencies and panel producers showed that standardization of precast panel construction would be desirable, that additional inspections at the precast plant and at the bridge site would be beneficial, and that some form of economical study should be undertaken to determine actual cost savings associated with composite slab construction. Three bridges in Hardin County, Iowa were inspected to observe general geometric relationships, construction details, and to note the visual condition of the bridges. Hairline cracks beneath several of the prestressing strands in many of the precast panels were observed, and a slight discoloration of the concrete was seen beneath most of the strands. Also, some rust staining was visible at isolated locations on several panels. Based on the findings of these inspections, future inspections are recommended to monitor the condition of these and other bridges constructed with precast panel subdecks. Five full-scale composite slab specimens were constructed in the Structural Engineering Laboratory at Iowa State University. One specimen modeled bridge deck conditions which are not adjacent to abutment or pier diaphragms, and the other four specimens represented the geometric conditions which occur for skewed diaphragms of 0, 15, 30, and 40 degrees. The specimens were subjected to wheel loads of service and factored level magnitudes at many locations on the slab surface and to concentrated loads which produced failure of the composite slab. The measured slab deflections and bending strains at both service and factored load levels compared reasonably well with the results predicted by simplified Finite element analyses of the specimens. To analytically evaluate the nominal strength for a composite slab specimen, yield-line and punching shear theories were applied. Yield-line limit loads were computed using the crack patterns generated during an ultimate strength test. In most cases, these analyses indicated that the failure mode was not flexural. Since the punching shear limit loads in most instances were close to the failure loads, and since the failure surfaces immediately adjacent to the wheel load footprint appeared to be a truncated prism shape, the probable failure mode for all of the specimens was punching shear. The development lengths for the prestressing strands in the rectangular and trapezoidal shaped panels was qualitatively investigated by monitoring strand slippage at the ends of selected prestressing strands. The initial strand transfer length was established experimentally by monitoring concrete strains during strand detensioning, and this length was verified analytically by a finite element analysis. Even though the computed strand embedment lengths in the panels were not sufficient to fully develop the ultimate strand stress, sufficient stab strength existed. Composite behavior for the slab specimens was evaluated by monitoring slippage between a panel and the topping slab and by computation of the difference in the flexural strains between the top of the precast panel and the underside of the topping slab at various locations. Prior to the failure of a composite slab specimen, a localized loss of composite behavior was detected. The static load strength performance of the composite slab specimens significantly exceeded the design load requirements. Even with skew angles of up to 40 degrees, the nominal strength of the slabs did not appear to be affected when the ultimate strength test load was positioned on the portion of each slab containing the trapezoidal-shaped panel. At service and factored level loads, the joint between precast panels did not appear to influence the load distribution along the length of the specimens. Based on the static load strength of the composite slab specimens, the continued use of precast panels as subdecks in bridge deck construction is recommended.

Precast Concrete Elements for Accelerated Bridge Construction: Laboratory testing of full-depth precast, prestressed concrete deck panels : Boone County bridge

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Total Pages : pages
Book Rating : 4.:/5 (317 download)

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Book Synopsis Precast Concrete Elements for Accelerated Bridge Construction: Laboratory testing of full-depth precast, prestressed concrete deck panels : Boone County bridge by : Terry J. Wipf

Download or read book Precast Concrete Elements for Accelerated Bridge Construction: Laboratory testing of full-depth precast, prestressed concrete deck panels : Boone County bridge written by Terry J. Wipf and published by . This book was released on 2009 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: Also available via the Internet.

Laboratory Testing of Full-depth Precast, Prestressed Concrete Deck Panels Used in the Boone County IBRC Accelerated Bridge Replacement Project

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ISBN 13 :
Total Pages : 116 pages
Book Rating : 4.:/5 (43 download)

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Book Synopsis Laboratory Testing of Full-depth Precast, Prestressed Concrete Deck Panels Used in the Boone County IBRC Accelerated Bridge Replacement Project by : Ryan Paul Bowers

Download or read book Laboratory Testing of Full-depth Precast, Prestressed Concrete Deck Panels Used in the Boone County IBRC Accelerated Bridge Replacement Project written by Ryan Paul Bowers and published by . This book was released on 2009 with total page 116 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Polymer-impregnated Precast Structural Concrete Bridge Deck Panels

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Publisher :
ISBN 13 :
Total Pages : 200 pages
Book Rating : 4.:/5 (359 download)

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Book Synopsis Polymer-impregnated Precast Structural Concrete Bridge Deck Panels by : William T. Lockman

Download or read book Polymer-impregnated Precast Structural Concrete Bridge Deck Panels written by William T. Lockman and published by . This book was released on 1975 with total page 200 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Precast Prestressed Concrete Panel Subdecks in Skewed Bridges

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ISBN 13 :
Total Pages : 74 pages
Book Rating : 4.:/5 (163 download)

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Book Synopsis Precast Prestressed Concrete Panel Subdecks in Skewed Bridges by : Robert E. Abendroth

Download or read book Precast Prestressed Concrete Panel Subdecks in Skewed Bridges written by Robert E. Abendroth and published by . This book was released on 1990 with total page 74 pages. Available in PDF, EPUB and Kindle. Book excerpt: Precast prestressed concrete panels have been used in bridge deck construction in Iowa and many other states. To investigate the performance of these panels at abutment or pier diaphragm locations for bridges with various skew angles, a research program involving both analytical and experimental aspects, is being conducted. This interim report presents the status of the research with respect to four tasks. Task 1 which involves a literature review and two surveys is essentially complete. Task 2 which involved field investigations of three Iowa bridges containing precast panel subdecks has been completed. Based on the findings of these investigations, future inspections are recommended to evaluate potential panel deterioration due to possible corrosion of the prestressed strands. Task 3 is the experimental program which has been established to monitor the behavior of five configurations of full scale composite deck slabs. Three dimensional test and instrumentation frameworks have been constructed to load and monitor the slab specimens. The first slab configuration representing an interior panel condition is being tested and preliminary results are presented for one of these tests in this interim report. Task 4 involves the analytical investigation of the experimental specimens. Finite element methods are being applied to analytically predict the behavior of the test specimens. The first slab configuration representing an interior panel condition is being tested and preliminary results are presented for one of these tests in this interim report. Task 4 involves the analytical investigation of the experimental specimens. Finite element methods are being applied to analytically predict the behavior of the test specimens. The first test configuration of the interior panel condition has been analyzed for the same loads used in the laboratory, and the results are presented herein. Very good correlation between the analytical and experimental results has occurred.

Field Investigation of Spalling in Bridge Decks with Partial-depth Precast Concrete Panel Systems Using Non-destructive Testing

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ISBN 13 :
Total Pages : 292 pages
Book Rating : 4.:/5 (692 download)

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Book Synopsis Field Investigation of Spalling in Bridge Decks with Partial-depth Precast Concrete Panel Systems Using Non-destructive Testing by : Kandi Rebecca Wieberg

Download or read book Field Investigation of Spalling in Bridge Decks with Partial-depth Precast Concrete Panel Systems Using Non-destructive Testing written by Kandi Rebecca Wieberg and published by . This book was released on 2010 with total page 292 pages. Available in PDF, EPUB and Kindle. Book excerpt: "This study involved the investigation of the causes of spalling observed in several partial-depth precast prestressed bridge decks in the state of Missouri. Recently it has been observed that several bridges in Missouri with this type of construction have experienced spalling of concrete at the edges of the panels revealing an extreme condition of corrosion in the prestressing tendons, some to the point of rupture. Ground penetrating radar (GPR), which has been shown to be successful in bridge deck evaluation, was used to determine the relative condition of the prestressing tendons as well as the relative condition of the concrete throughout the deck in order to identify areas of cracking and corrosion. Particular techniques were used in an attempt to identify areas of delamination at the interface between the precast panels and cast-in-place topping slab, namely the acquisition of data from both the top and bottom deck surfaces as well as specialized data interpretation techniques. Core control and visual inspection were utilized to interpret and validate the GPR data. Half-cell, resistivity and rebound hammer testing was performed on bridge deck panels to determine the corrosion levels of the prestressing strands and material properties of the panels. Findings indicate that spalling in the PPC panels is the result of the penetration of water and chlorides through the reflective cracking in the CIP topping, to the interface between the CIP topping and the PPC panels, then through the PPC panels to the prestressing tendons located near the panel joints. Increased crack control in the CIP topping delays the onset of spalling at the panel joints. Most deterioration is occurring near the area of reflective cracking in the CIP topping and not in the area of concrete over the middle of the panels. Some delamination is occurring at the CIP topping and panel interface"--Abstract, leaf iii.

Recommendations for the Connection Between Full-depth Precast Bridge Deck Panel Systems and Precast I-beams

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ISBN 13 :
Total Pages : 75 pages
Book Rating : 4.:/5 (148 download)

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Book Synopsis Recommendations for the Connection Between Full-depth Precast Bridge Deck Panel Systems and Precast I-beams by :

Download or read book Recommendations for the Connection Between Full-depth Precast Bridge Deck Panel Systems and Precast I-beams written by and published by . This book was released on 2007 with total page 75 pages. Available in PDF, EPUB and Kindle. Book excerpt: Precast bridge deck panels can be used in place of a cast-in-place concrete deck to reduce bridge closure times for deck replacements or new bridge construction. The panels are prefabricated at a precasting plant providing optimal casting and curing conditions, which should result in highly durable decks. Precast panels can be either full-depth or partial-depth. Partial-depth panels act as a stay-in-place form for a cast-in-place concrete topping. This study investigated only the behavior of full-depth precast panels. The research described in this report had two primary objectives. The first was to develop a performance specification for the grout that fills the haunch between the top of the beam and the bottom of the deck panel, as well as the horizontal shear connector pockets and the panel-to-panel joints. Tests were performed using standard or modified ASTM tests to determine basic material properties on eight types of grout. The grouts were also used in tests that approximated the conditions in a deck panel system. Based on these tests, requirements for shrinkage, compressive strength, and flow were established for the grouts. It was more difficult to establish a test method and an acceptable performance level for adhesion, an important property for the strength and durability of the deck panel system. The second objective was to quantify the horizontal shear strength of the connection between the deck panel and the beam prestressed concrete beams. This portion of the research also investigated innovative methods of creating the connection. Push-off tests were conducted using several types of grout and a variety of connections. These tests were used to develop equations for the horizontal shear strength of the details. Two promising alternate connections, the hidden pocket detail and the shear stud detail, were tested for constructibility and strength. The final outcome of this study a set of recommendations for the design, detailing, and construction of the connection between full-depth precast deck panels and prestressed concrete I-beams. If designed and constructed properly, the deck panel system is an excellent option when rapid bridge deck construction or replacement is required.

Design and Load Testing of Full-width Partial-depth Precast Concrete Bridge Deck Panels with Embedded Wire Trusses

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ISBN 13 :
Total Pages : 0 pages
Book Rating : 4.:/5 (138 download)

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Book Synopsis Design and Load Testing of Full-width Partial-depth Precast Concrete Bridge Deck Panels with Embedded Wire Trusses by : Dylan Austin Gentry

Download or read book Design and Load Testing of Full-width Partial-depth Precast Concrete Bridge Deck Panels with Embedded Wire Trusses written by Dylan Austin Gentry and published by . This book was released on 2022 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt: Research was performed to develop and test a new type of full-width partial-depth precast concrete panel (PCP) deck system for Texas bridge decks that can be implemented at the bridge overhangs. Twenty-four full-scale PCP specimens with embedded wire trusses were load tested. Test variables included specimen geometry, reinforcement detailing, and fabrication technique for the welded wire trusses. Results showed that the design generally performed in a ductile and relatively well-predicted manner using static analysis techniques. Specimens tended to reach a load plateau before failure. Some specimens with longer unbraced truss lengths tended to buckle after reaching a load plateau. Specimens with lower-strength trusses tended to avoid buckling-type failures altogether. Bundling additional reinforcing bars to the bottom chord also completely prevented buckling

Analysis of a Bridge Built on Interstate Highway 39/90 with Full-depth, Precast, Prestressed Concrete Deck Panels

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ISBN 13 :
Total Pages : 496 pages
Book Rating : 4.:/5 (89 download)

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Book Synopsis Analysis of a Bridge Built on Interstate Highway 39/90 with Full-depth, Precast, Prestressed Concrete Deck Panels by : Forrest Gregory Ehmke

Download or read book Analysis of a Bridge Built on Interstate Highway 39/90 with Full-depth, Precast, Prestressed Concrete Deck Panels written by Forrest Gregory Ehmke and published by . This book was released on 2006 with total page 496 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Precast Concrete Elements for Accelerated Bridge Construction: Laboratory testing, field testing, and evaluation of a precast concrete bridge: Madison County bridge

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ISBN 13 :
Total Pages : pages
Book Rating : 4.:/5 (317 download)

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Book Synopsis Precast Concrete Elements for Accelerated Bridge Construction: Laboratory testing, field testing, and evaluation of a precast concrete bridge: Madison County bridge by : Terry J. Wipf

Download or read book Precast Concrete Elements for Accelerated Bridge Construction: Laboratory testing, field testing, and evaluation of a precast concrete bridge: Madison County bridge written by Terry J. Wipf and published by . This book was released on 2009 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: In July 2006, construction began on an accelerated bridge project in Boone County, Iowa that was composed of precast substructure elements and an innovative, precast deck panel system. The superstructure system consisted of full-depth deck panels that were prestressed in the transverse direction, and after installation on the prestressed concrete girders, post-tensioned in the longitudinal direction. Prior to construction, laboratory tests were completed on the precast abutment and pier cap elements. The substructure testing was to determine the punching shear strength of the elements. Post-tensioning testing and verification of the precast deck system was performed in the field. The forces in the tendons provided by the contractor were verified and losses due to the post-tensioning operation were measured. The stress (strain) distribution in the deck panels due to the post-tensioning was also measured and analyzed. The entire construction process for this bridge system was documented. Representatives from the Boone County Engineers Office, the prime contractor, precast fabricator, and researchers from Iowa State University provided feedback and suggestions for improving the constructibility of this design.

Innovative Bridge Construction Program: Implementation of Full-Depth Bridge Deck Panels in Indiana

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Publisher : Purdue University Press
ISBN 13 : 9781622600809
Total Pages : 270 pages
Book Rating : 4.6/5 (8 download)

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Book Synopsis Innovative Bridge Construction Program: Implementation of Full-Depth Bridge Deck Panels in Indiana by : Robert J. Frosch

Download or read book Innovative Bridge Construction Program: Implementation of Full-Depth Bridge Deck Panels in Indiana written by Robert J. Frosch and published by Purdue University Press. This book was released on 2009-11-01 with total page 270 pages. Available in PDF, EPUB and Kindle. Book excerpt: This research evaluates the use of precast, prestressed bridge deck panels on new and existing precast, prestressed concrete girders. The evaluation focuses on the ease of construction and the ability of the system to develop composite action with the concrete girders. A system developed by the Connecticut Department of Transportation (CDOT) and Precast/Prestressed Concrete Institute New England Region (PCINER) was chosen for testing from available systems because it is representative of the current geometry of precast bridge deck panels. The CDOT system was evaluated in a series of large scale tests in which the panels were placed on a 40 ft prestressed concrete girder and subjected to three point loading. The CDOT system is compared to a new system developed as part of the research program. The new system addresses durability and ease of construction issues that are problematic with current joint details. The strength and geometry of both the current and new joint details are evaluated and compared in a series of direct shear tests. A final, large scale specimen was designed, constructed, and loaded to evaluate the new system. It was concluded that the behavior of the new system is comparable to that of the CDOT system. In addition, the new system is easy to construct and minimizes deck penetrations, thereby enhancing durability. This research has the potential to impact the way in which the aging highway system is rehabilitated and replaced by reducing the associated time and costs of construction while decreasing disruption to the traveling public.

Recommendations for the Use of Precast Deck Panels at Expansion Joints

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ISBN 13 :
Total Pages : 128 pages
Book Rating : 4.:/5 (1 download)

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Book Synopsis Recommendations for the Use of Precast Deck Panels at Expansion Joints by :

Download or read book Recommendations for the Use of Precast Deck Panels at Expansion Joints written by and published by . This book was released on 2008 with total page 128 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Precast Concrete Elements for Accelerated Bridge Construction: Laboratory testing, field testing, and evaluation of a precast concrete bridge: Black Hawk County

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ISBN 13 :
Total Pages : pages
Book Rating : 4.:/5 (317 download)

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Book Synopsis Precast Concrete Elements for Accelerated Bridge Construction: Laboratory testing, field testing, and evaluation of a precast concrete bridge: Black Hawk County by : Terry J. Wipf

Download or read book Precast Concrete Elements for Accelerated Bridge Construction: Laboratory testing, field testing, and evaluation of a precast concrete bridge: Black Hawk County written by Terry J. Wipf and published by . This book was released on 2009 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: In July 2006, construction began on an accelerated bridge project in Boone County, Iowa that was composed of precast substructure elements and an innovative, precast deck panel system. The superstructure system consisted of full-depth deck panels that were prestressed in the transverse direction, and after installation on the prestressed concrete girders, post-tensioned in the longitudinal direction. Prior to construction, laboratory tests were completed on the precast abutment and pier cap elements. The substructure testing was to determine the punching shear strength of the elements. Post-tensioning testing and verification of the precast deck system was performed in the field. The forces in the tendons provided by the contractor were verified and losses due to the post-tensioning operation were measured. The stress (strain) distribution in the deck panels due to the post-tensioning was also measured and analyzed. The entire construction process for this bridge system was documented. Representatives from the Boone County Engineers Office, the prime contractor, precast fabricator, and researchers from Iowa State University provided feedback and suggestions for improving the constructibility of this design.

Survey and Analysis of Full Depth Precast Prestressed Concrete Panels for Bridge Deck Replacement

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ISBN 13 :
Total Pages : 306 pages
Book Rating : 4.:/5 (294 download)

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Book Synopsis Survey and Analysis of Full Depth Precast Prestressed Concrete Panels for Bridge Deck Replacement by : Ahmad-Talal Idriss

Download or read book Survey and Analysis of Full Depth Precast Prestressed Concrete Panels for Bridge Deck Replacement written by Ahmad-Talal Idriss and published by . This book was released on 1993 with total page 306 pages. Available in PDF, EPUB and Kindle. Book excerpt: