Jamestown Dam: Constructed 1952-1953 |
From inside the book
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Page
... sand or sand - gravel between abutments Dimensions : Height : 85 feet above streambed , 110 feet above excavation at the deepest point Crest length : 1,418 feet Crest elevation : 1471.0 Volume : 963,000 cubic yards Slopes : Upstream ...
... sand or sand - gravel between abutments Dimensions : Height : 85 feet above streambed , 110 feet above excavation at the deepest point Crest length : 1,418 feet Crest elevation : 1471.0 Volume : 963,000 cubic yards Slopes : Upstream ...
Page iii
... Sand and gravel fill . 59 . Riprap . . . 60 . Control house access road . 61 . Test apparatus installations D. Foundation Drilling and Grouting 62 . General 63 . Pressure grouting • 64 . Contraction joint grouting · E. Concrete Control ...
... Sand and gravel fill . 59 . Riprap . . . 60 . Control house access road . 61 . Test apparatus installations D. Foundation Drilling and Grouting 62 . General 63 . Pressure grouting • 64 . Contraction joint grouting · E. Concrete Control ...
Page 7
... sand , gravel and boulders . Most of these materials are compact and imper- meable . The alluvium occupying the valley floor ranges from highly plastic clays to sands and gravels with some silt . These deposits range in thickness from a ...
... sand , gravel and boulders . Most of these materials are compact and imper- meable . The alluvium occupying the valley floor ranges from highly plastic clays to sands and gravels with some silt . These deposits range in thickness from a ...
Page 9
... SAND , clayey D. H. 3 EL 1399.7 EXPLANATION GLACIAL TILL SAND , GRAVEL 100 50 100 SCALE OF FEET HORIZONTAL CLA SAND , GRAVEL SLOUGH D. H. 4 EL 1400. I Figure 5. --Geologic section on axis of Jamestown Dam . PIERRE SHALE JAMESTOWN DAM ...
... SAND , clayey D. H. 3 EL 1399.7 EXPLANATION GLACIAL TILL SAND , GRAVEL 100 50 100 SCALE OF FEET HORIZONTAL CLA SAND , GRAVEL SLOUGH D. H. 4 EL 1400. I Figure 5. --Geologic section on axis of Jamestown Dam . PIERRE SHALE JAMESTOWN DAM ...
Page 11
... SAND , medium , clayey , gray . SHALE , moderately hard , jointed , light gray PROJ NO.7 EI . 1495.1 PROJ NO . I EL ... GRAVEL SAND , poorly graded SAND and GRAVEL SAND and GRAVEL , clayey BOULDERS CLAY , plastic , gravelly , buff SHALE ...
... SAND , medium , clayey , gray . SHALE , moderately hard , jointed , light gray PROJ NO.7 EI . 1495.1 PROJ NO . I EL ... GRAVEL SAND , poorly graded SAND and GRAVEL SAND and GRAVEL , clayey BOULDERS CLAY , plastic , gravelly , buff SHALE ...
Common terms and phrases
access road acre-feet adit axis batch borrow area borrow pit boulders cement channel and stilling CLAY,LEAN clayey coarse cofferdam concrete construction Contraction joint contractor control house crest cross drain cubic foot cubic yards cutoff collars cutoff trench discharge channel downstream conduit drill embankment excavation fill floor foundation gate chamber gate hanger glacial till graded gravelly grout cap Gutter high-pressure gates inlet structure installed intake structure James River Jamestown Dam Jamestown Reservoir joint filler Layer of mortar load located maximum MISSOURI RIVER BASIN mod plastic operations outlet channel Pierre shale pounds per square pump reinforced reservoir RESERVOIR WATER riprap RIVER BASIN PROJECT river channel rock Rubber waterstop sand and gravel SAND WITH EXCESS sandy SCALE OF FEET second-feet SECTION C-C settlement points Sewer pipe drain SILT SILTY CLAY slope specially compacted spillway station steel stilling basin storage Stutsman County sump pump thin-bedded upstream vertical wall
Popular passages
Page 36 - ... n, the ratio of modulus of elasticity of steel to that of the concrete.
Page 5 - Reservoir was authorized by Section 9 of the Act of Congress approved December 22, 1944 (58 Stat. 887, 891), referred to as the Flood Control Act of 1944.
Page 55 - June 8, 1954, 800 days being allowed for completion of the work. The work was completed and accepted by the Government on September 30, 1953, 251 days ahead of schedule.