EXPERIENCES WITH SKID-RESISTANT EPOXY ASPHALT SURFACES ON CALIFORNIA TOLL BRIDGES
Epoxy asphalt surfaces have been placed on 3 bridges to solve very special surfacing problems unique to each bridge. The surfaces fall into 3 general categories: pavements thicker than 1.5 in (3.8 cm) applied to orthotropic steel plate decks, that are structurally sound but have deteriorated as a riding surface, and chip seals 0.25 in. (0.6 cm) or less in thickness also applied to old concrete decks that are structurally sound but need sealing and improved skid resistance. In addition to high skid resistance, each case has one other controlling factor. For the first case, the factor is flexure fatigue controls; hence, a pavement resistant to fatigue is required. For the latter 2 cases, the factor is superimposed weight on the existing bridge controls; hence, thin but durable surfaces are required. In all 3 cases, epoxy asphalt provided a thoroughly satisfactory solution.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/03611981
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Supplemental Notes:
- Publication of this paper sponsored by Committee on Characteristics of Aggregates and Fillers for Bituminous Construction. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved.
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Authors:
- Seim, Charles
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Conference:
- 53rd Annual Meeting of the Highway Research Board
- Location: Washington District of Columbia, United States
- Date: 1974-1-21 to 1974-1-25
- Publication Date: 1974
Media Info
- Media Type: Digital/other
- Features: Figures; References; Tables;
- Pagination: pp 110-122
- Monograph Title: Skid resistance
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Serial:
- Transportation Research Record
- Issue Number: 523
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Asphalt pavements; Bridge decks; Chippings; Concrete; Deterioration; Durability; Epoxides; Mechanical fatigue; Pavement performance; Pavements; Seal coats; Skid resistance; Steel plates; Thickness
- Uncontrolled Terms: Deteriorated concrete; Pavement thickness
- Geographic Terms: California
- Old TRIS Terms: Chips; Epoxy
- Subject Areas: Highways; Pavements;
Filing Info
- Accession Number: 00096436
- Record Type: Publication
- ISBN: 0309023688
- Files: TRIS, TRB
- Created Date: Jul 15 1975 12:00AM