Exodermic Bridge Deck Performance Evaluation PDF Download
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Author: Irene K. Battaglia
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 26
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Author: Irene K. Battaglia
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 26
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Book Description
Author: M. G. Hagen
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 70
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Book Description
Author: John E. LaCroix
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 42
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Book Description
Author: Peter O. Jansson
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 36
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Book Description
This report compares the performance of the isotropic bridge deck design method, also known as the empirical design method, with that of the conventional AASHTO design method given Michigan's environment and vehicle loads. This study looked at ten isotropic decks and several conventional decks on parallel structures. Since the performance of the isotropic design was found to be satisfactory and comparable to the conventional design, it is recommended that the department continue use of the isotropic design method where cost savings are realized.
Author:
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages :
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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: Ching Chiaw Choo
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 36
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Author: C. Ceccarelli
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages :
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Author: H. G. Russell
Publisher: Transportation Research Board
ISBN: 0309070112
Category : Bridges
Languages : en
Pages : 188
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Book Description
At head of title: National Cooperative Highway Research Program.
Author:
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages :
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