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HomeNewsProject RelatedArmy Corps Looking for 100 Million Cu Yd of Clay

Army Corps Looking for 100 Million Cu Yd of Clay

February 12, 2008 rockman Project Related Comments Off on Army Corps Looking for 100 Million Cu Yd of Clay

 

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Geologic Hazards

New Orleans Levees Need to be Raised 11-ft

February 20, 2008 rockman Geologic Hazards Comments Off on New Orleans Levees Need to be Raised 11-ft

The US Army Corps of Engineers has issued a report that indicates the eastern portion of the levee system that protects Bernard Parrish will need to be raised by 11-ft to 29-ft to protect against the 100-year hurricane. Levees along Lake Pontchartrain were designed in the 1960s for what was then considered to be 200-yr and 300-yr hurricanes. Now they are judged sufficient for the 100-yr event. More at NOLA.COM.

[…]

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Discussing channel degradation of Missouri River in Kansas City - Associated Press
Geologic Hazards

Missouri River Channel Degradation

February 2, 2009 rockman Geologic Hazards Comments Off on Missouri River Channel Degradation

A forthcoming draft study by the Army Corps of Engineers will hopefully shed light on an ongoing problem of stream bed degradation along the Missouri River. Portions of the river in Kansas City have dropped […]

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Project Related

Deleware Forced to Redesign Unfinished Bridge Because of Consolidation Issues

January 25, 2008 rockman Project Related Comments Off on Deleware Forced to Redesign Unfinished Bridge Because of Consolidation Issues

[Update 2/10/08] Updated the name of the bridge. [/Update]

DelDOT is putting the new Indian River Bridge over out to bid. The current bridge is said to be in danger of failing between 2008 and 2012 according to the Army Corps of Engineers, seems to be related to scour. From what I hear, the tidal currents at that inlet being spanned over are tremendous, with water velocities on the order of 35 mph.

In 2005, Mactec, a geotechnical firm, provided a geotechnical report and associated recommendations to DelDOT for how to construct the 45-ft high approach embankments for a 1,400-ft long bridge in light of a 60-ft clay layer (sounds like pre-loading). However, the embankments are not settling as Mactec predicted (not sure if its more or less, probably less meaning slower) and are "shifting laterally" (squeezing?) so the DOT is going with a longer bridge to span the problem soil. More after the break.

[…]

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