Evaluation and Policy for Bridge Deck Expansion Joints PDF Download
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Author: Luh M. Chang
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 87
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Book Description
Author: Luh M. Chang
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 87
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Book Description
Author: Moussa Issa
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 287
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Book Description
Author: Marvin Henry Hilton
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 17
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Book Description
An evaluation of two Royston Unidam LK-120 bridge deck expansion joints installed on the Route 50 EBL Bridge over the Shenandoah River in Clark County, Virginia.
Author: Ronald L. Purvis
Publisher: Transportation Research Board
ISBN: 0309069572
Category : Bridges
Languages : en
Pages : 58
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Book Description
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.
Author: Stephan R. Malon
Publisher:
ISBN:
Category :
Languages : en
Pages : 62
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Book Description
Author: Gerald J. Kauffman
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 62
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Book Description
Author: Marvin Henry Hilton
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 28
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Book Description
A Wabocrete FMV bridge deck expansion joint system was installed on the Alternate Rte. 58 bridge over the Clinch River in November 1986. The bridge was placed in service in mid-1987. The report concerns an installation and performance evaluation of the joint system. It was found that the Wabocrete FMV joint system offers some installation advantages over preformed joint systems. The blockout area of the bridge deck does not have to be as smooth or as precisely dimensioned since the joint's anchorage system can be leveled prior to placement of the bonding material. Installation and future maintenance problems involving anchor bolts are eliminated since the system relies on bond rather than mechanical anchorages. After over two years of service, the Vabocrete system has performed well. During this period, the joint has accommodated all thermal and structural movements, withstood traffic impacts and remained leak proof. The joint does tend to accumulate debris and should be routinely cleaned. The performance of the joint during the period of the study has not given any reason to suggest that it not be used on new bridge decks similar to the one studied. A longer term evaluation, however, would be necessary for a fullrecommendation. The use of the Wabocrete FMV, and similar systems, as retrofit on older bridges should be approached with caution. Furthermore, these systems shouldprobably not be used in retrofit situations in conjunction with adjacent asphaltic overlays.
Author: Jitesh Parikh
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 142
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Book Description
Author:
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 60
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Book Description
Author: Herbert N. Swanson
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 28
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Book Description
This report documents a study to evaluate promising bridge deck expansion joints with the intent of finding the most maintenance free and water-proof expansion devices for use in Colorado. The evaluation included inspections and measurements during construction and post construction. The ability of a device to remain water tight is the most important quality used to determine the success of the device. Proper installation during construction is one of the most important factors which will ultimately determine the success of an expansion joint. Neoprene compression joint seals are recommended for future joints whenever possible. On flex joints have also been shown to perform well, however, further evaluations are required before firm recommendations are made.
