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https://hdl.handle.net/11681/21149Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor | United States. Army. Corps of Engineers. St. Louis District. | - |
| dc.contributor | Materials and Concrete Laboratory (U.S.) | - |
| dc.contributor.author | United States. Army. Corps of Engineers. Lower Mississippi Valley Division. | - |
| dc.date.accessioned | 2017-02-10T16:44:48Z | - |
| dc.date.available | 2017-02-10T16:44:48Z | - |
| dc.date.issued | 1959-03 | - |
| dc.identifier.uri | http://hdl.handle.net/11681/21149 | - |
| dc.description | Miscellaneous paper | - |
| dc.description | Introduction: Rock of the same geological formation as that being quarried at the Huelsman Quarry lies within the reservoir area of the Carlyle Dam. If this stone were suitable for use as riprap it might result in a monetary saving to the Government. Results of tests on material from the Huelsman Quarry should be applicable to the material on the Government property. For this reason tests of ledge rock from the Huelsman Quarry for suitability for riprap were authorized in telephone conversation between A. J. Kochanski of the St. Louis District and Mr. T. B. Kennedy of the LMVD Materials and concrete Laboratory | - |
| dc.publisher | U.S. Army Engineer Waterways Experiment Station. | - |
| dc.publisher | Engineer Research and Development Center (U.S.) | - |
| dc.relation | http://acwc.sdp.sirsi.net/client/en_US/search/asset/1049569 | - |
| dc.rights | Approved for public release; distribution is unlimited. | - |
| dc.source | This Digital Resource was created from scans of the Print Resource. | - |
| dc.subject | Rocks | - |
| dc.subject | Rock excavation | - |
| dc.subject | Quarries and quarrying, Illinois | - |
| dc.title | Tests of concrete aggregates, Carlyle, Reservoir, St. Louis District. Appendix A, Tests of Huelsman quarry stone for suitability for use as riprap, Carlyle Dam | - |
| dc.type | Report | en_US |
| Appears in Collections: | Miscellaneous Paper | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| WES-Miscellaneous-Paper-No.6-281-Appendix-A.pdf | 400.06 kB | Adobe PDF |  View/Open |