ASCE will be sunsetting the Civil Engineering Database (CEDB) in the coming months. We encourage you to start using the ASCE Library to perform content searches. In the ASCE Library, you can save your search results as well as receive email content alerts when new content relevant to your area of interest is published. Try it out today at https://ascelibrary.org.

 

Shale Scour at BNRR Yellowstone River Bridge, MT

by Gary L. Lewis, HDR Engineering Inc, Denver, United States,



Document Type: Proceeding Paper

Part of: Hydraulic Engineering

Abstract:

Both the Burlington Northern Railroad and Montana Department of Transportation bridges across the Yellowstone river just south of Laurel, Montana, are founded on spread footings placed on claystone shale, buried approximately 10 feet below a gravel layer. A 1974 flood caused a significant shift in the channel attack angle, creating severe scour at the BNRR piers and abutments. A scour assessment and geotechnical investigation of the shale were conducted to evaluate the scour vulnerability and recommended countermeasures for stabilizing the bridge footings.

Subject Headings: Scour | Bridge abutments | Shale | Bridge tests | Railroad bridges | Subsurface investigation | Rivers and streams | Montana | United States

Services: Buy this book/Buy this article

 

Return to search