Please use this identifier to cite or link to this item:
Title: Report of tests on foundation and overburden material, Proposed Lock and Dam, Demopolis, Ala. (Mile 227 Tombigbee River)
Authors: U.S. Army Engineer Waterways Experiment Station
Keywords: Hydraulic structures --Tombigbee River (Ala.)--Inspection
Publisher: U.S. Army Engineer Waterways Experiment Station.
Engineer Research and Development Center (U.S.)
Series/Report no.: Technical Memorandum;140-1
Abstract: Introduction: This memorandum is a report of tests performed on samples of the foundation and overburden materials in connection with the proposed lock and dam at Demopolis, Alabama. The structures are to be founded on a formation known as "Selma Chalk," a homogeneous material which at the site of the proposed structure has an estimated thickness of at least 500-600 feet.
Description: Technical Memorandum
Rights: Approved for public release; distribution is unlimited.
Appears in Collections:Technical Memorandum

Files in This Item:
File Description SizeFormat 
WES Technical Memorandum No 140-1.pdf2.94 MBAdobe PDFThumbnail