Research Article
Nov 1981
Cofferdam Construction: I-205 Columbia River Bridge
Publication: Transportation Engineering Journal of ASCE
Volume 107, Issue 6
Abstract
The foundations for I-205 North Channel crossing of the Columbia River are two types, large spread footings with seals bearing directly on dense conglomerate and double bell shaped footings supported on bearing pile driven into the conglomerate. The methods used to construct these two types of foundations consist of two unique and separate cofferdam systems. The first system utilizes 100 feet long interlocking H-pile sections to form a cofferdam 145 feet by 59 feet by 100 feet deep. The use of these interlocking sections allows a designed dewatered depth of 62 feet with only two support points for the entire wall. The second system utilizes two bell shaped steel forms, stiffened to withstand a hydrostatic head of 54 feet. The larger of these two forms is 83 feet by 66 feet in plan by 62 feet high and weighs 450 tons. These forms, except for the top 14 feet, are one solid welded unit which was set and stripped in one piece.
Get full access to this article
View all available purchase options and get full access to this article.
Information & Authors
Information
Published In
Transportation Engineering Journal of ASCE
Volume 107 • Issue 6 • November 1981
Pages: 613 - 623
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Nov 1981
Published online: Feb 5, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Robert B. Bittner
Chief Engr., Construction Div., Riedel International, Inc., formerly, Willamette-Western Corp., Portland, Oreg.
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.