(1975) Ultimate Load Behavior of Full-Scale Highway Truss Bridges: Phase I - Ultimate Load Tests of the Hubby Bridge - Boone County, Interim Report, HR-169, 1975. Transportation, Department of
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IADOT_HR_169_Ultimate_Load_Behavior_Full_Scale_Highway_Truss_Bridges_1975.pdf File Size:36MB |
Abstract
As a result of the construction of the Saylorville Dam and Reservoir on the Des Moines River, six highway bridges crossing the river were scheduled for removal. One of these, an old pinconnected high-truss single-lane bridge, was selected for a testing program which included ultimate load tests. The purpose of the ultimate load tests, which are summarized in this report, was to relate design and rating procedures presently used in bridge design to the field behavior of this type of truss bridge. The ultimate load tests consisted of ultimate load testing of one span of the bridge, of two I-shaped floorbeams, and of two panels of the timber deck. The theoretical capacity of each of these components is compared with the results from the field tests.
Item Type: | Departmental Report |
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Keywords: | Alternatives analysis; Behavior; Breaking loads; Bridge decks; Bridge design; Bridges; Construction; Design; Field tests; Highway bridges; I beams; Iron; Loads; Panels; Physical properties; Ratings; Steel; Structural design; Test procedures; Testing; Theory; Truss bridges |
Subjects: | Transportation Transportation > Bridges and tunnels Transportation > Roads and highways Transportation > Research Transportation > Design and Construction |
ID Code: | 21801 |
Deposited By: | Iowa DOT Library |
Deposited On: | 17 Mar 2016 15:47 |
Last Modified: | 17 Mar 2016 15:47 |
URI: | https://publications.iowa.gov/id/eprint/21801 |