Two Structural Composite Lumber Bridges in Northwestern Ontario, Canada
Author(s): |
Raymond Krisciunas
|
---|---|
Medium: | journal article |
Language(s): | English |
Published in: | Structural Engineering International, August 2000, n. 3, v. 10 |
Page(s): | 158-160 |
DOI: | 10.2749/101686600780481446 |
Abstract: |
Northwestern Ontario is a relatively sparsely populated area of the province. It contains over 500 highway structures, about 45% of which are deteriorated and in need of full or partial replacement. In recent years renewed interest has been generated in the use of timber as a primary load-carrying component for bridge construction. Since high-quality, large-dimension solid lumber is becoming increasingly scarce, interest was directed towards the use of structural composite lumber (SCL). SCL is a structural reconstituted lumber-type product of uniform cross section comprised of parallel-to-the-grain strands, strips or sheets predominantly bonded together parallel to each other using exterior-grade adhesive. |