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Mores creek bridge
Construction methods used in erecting bridge in south central Idaho; main span is continuous-steel deck truss 3-span cantilever structure, 725 ft long and 220 ft high, crossing steep and inaccessable canyon of basalt and granite rock; footings were difficult to prepare and piers hard to pour; unique feature was process for weighing reaction -- with hydrostatic and mercury gages -- occasioned by fact that bridge stands on 2% grade, yet has vertical piers.
Mores creek bridge
Construction methods used in erecting bridge in south central Idaho; main span is continuous-steel deck truss 3-span cantilever structure, 725 ft long and 220 ft high, crossing steep and inaccessable canyon of basalt and granite rock; footings were difficult to prepare and piers hard to pour; unique feature was process for weighing reaction -- with hydrostatic and mercury gages -- occasioned by fact that bridge stands on 2% grade, yet has vertical piers.
Mores creek bridge
Pacific Bldr Engr
1954
3 pages
Aufsatz (Zeitschrift)
Englisch
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