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dc.creatorBrewer, James E.en_US
dc.date.accessioned2005-10-01T01:15:24Z
dc.date.available2005-10-01T01:15:24Z
dc.date.issued1966-03en_US
dc.identifier.citationThe Ohio Journal of Science. v66 n2 (March, 1966), 188-191en_US
dc.identifier.issn0030-0950en_US
dc.identifier.urihttp://hdl.handle.net/1811/5154
dc.descriptionAuthor Institution: District Geologist, Norfolk District, Corps of Engineers, Norfolk, Virginia 21530en_US
dc.description.abstractProcedure for approval by the U.S. Army Corps of Engineers of a new source of aggregate is in three phases. Phase 1 consists of an investigation of a quarry or proposed quarry by district geologist and laboratory geologist and/or petrographer. The quarry face or suitable outcrop is logged in detail or, if exposures are poor, cores may be taken to determine whether further investigations are warranted. Phase 2 consists of thorough laboratory testing. Cores and crushed material are subjected to a number of acceptance and quality tests for soundness, absorption, abrasion, reactivity, and other properties. Petrographic analysis is also made. Phase 3 is a physical and economic study of the site and involves determining quantity of stone availavailable, amount and character of overburden, condition of haul roads and distance to rail shipping point, plant flow sheets and capacity, aggregate sizes produced, and approximate price of material at plant.en_US
dc.format.extent338693 bytes
dc.format.mimetypeapplication/pdf
dc.language.isoen_US
dc.rightsReproduction of articles for non-commercial educational or research use granted without request if credit to The Ohio State University and The Ohio Academy of Science is given.en_US
dc.titleCorps of Engineers Procedure in the Development of a New Limestone or Dolomite Sourceen_US


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