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Author:
Bielenberg, Robert W., author. Midwest Roadside Safety Facility.
Title:
Attachment of Combination Rails to Concrete Parapets Utilizing Epoxy Adhesive Anchors Robert W. Bielenberg, John D. Reid, Scott K. Rosenbaugh, Austin J. Haase, and Ronald K. Faller
Publisher:
Midwest Roadside Safety FacilityNebraska Transportation Center, University of Nebraska-Lincoln
Copyright Date:
2015
Description:
viii, 118 pages (127 pages in PDF file) illustrations, charts, photographs, plans, forms (chiefly color)
Subject:
Bridges--Iowa.
Adhesion
Anchor bolts
Anchorages
Anchoring
Bridge design
Bridge railings
Design load
Dynamic tests
Epoxy coatings
Highway safety
Impact tests
Roadside improvements
Other Authors:
Reid, John D., author. Midwest Roadside Safety Facility.
Rosenbaugh, Scott K., author. Midwest Roadside Safety Facility.
Haase, Austin J., author. Midwest Roadside Safety Facility.
Faller, Ronald K., author. Midwest Roadside Safety Facility.
University of Nebraska--Lincoln. Midwest Roadside Safety Facility, Midwest Roadside Safety Facility, performing body.
Iowa. Department of Transportation, sponsoring body.
Notes:
November 3, 2015 -- Technical Report Documentation Page Includes bibliographic references (page 83)
Scope Note:
Final Report
Summary:
The Iowa Department of Transportation (IaDOT) was interested in investigating the use of epoxy adhesive anchorages for the attachment of posts used in the BR27C combination bridge rail system. Alternative anchorage concepts were developed using a modified version of the ACI 318-11 procedures for embedded anchor design. Four design concepts were developed for review by IaDOT, including: (1) a four-bolt square anchorage, (2) a four-bolt spread anchorage, (3) a twobolt centered anchorage, and (4) a two-bolt offset anchorage. IaDOT representatives selected the four-bolt spread anchorage and the two-bolt offset anchorage as the preferred designs for evaluation. In addition to these two proposed configurations, IaDOT also requested that the researchers evaluate a third option that had been previously installed on the US-20 bridge near Hardin, IA. The proposed alternative anchorages and the original cast-in-place anchorage for the BR27C combination bridge rail were evaluated through dynamic component testing. The test of the original cast-in-place anchorage was used a baseline for comparison with the alternative designs. Test no. IBP-1 of the original cast-in-place anchorage developed a peak load of 22.9 kips (101.9 kN) at a deflection of 1.5 in. (38 mm). All three of the tested alternative anchorages provided greater load capacity than the original cast-in-place design and were deemed acceptable surrogates. Of the three alternative designs, the two-bolt offset design was deemed the best option.
OCLC:
(OCoLC)932638380
Locations:
IAOX771 -- State Library of Iowa (Des Moines)

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