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Sand embankment problems along calumet skyway
Four miles of project constructed on 22 ft high fill; removal of top soil and unsuitable material to 1.5 ft depth below ground line; data on sieve sizes of sand, slag, rock or gravel to be used in embankment; fill material placed in successive 6 in. horizontal layers of compacted depth; two borrow pits and hauling methods described; tandem vibrating rollers used; filling methods in various sections of road compared.
Sand embankment problems along calumet skyway
Four miles of project constructed on 22 ft high fill; removal of top soil and unsuitable material to 1.5 ft depth below ground line; data on sieve sizes of sand, slag, rock or gravel to be used in embankment; fill material placed in successive 6 in. horizontal layers of compacted depth; two borrow pits and hauling methods described; tandem vibrating rollers used; filling methods in various sections of road compared.
Sand embankment problems along calumet skyway
Roads Streets
Shupe, C.R. (author)
Roads and Streets ; 101
1958
6 pages
Article (Journal)
English
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