Jamestown Dam: Constructed 1952-1953 |
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Page iii
... Drilling and Grouting 62 . General 63 . Pressure grouting • 64 . Contraction joint grouting · E. Concrete Control 65 . 66 . 67 . 68 . General . Batching plant . Mixing and transportation Aggregates . . 63 63 64 65 65 65 67 71 73 74 75 ...
... Drilling and Grouting 62 . General 63 . Pressure grouting • 64 . Contraction joint grouting · E. Concrete Control 65 . 66 . 67 . 68 . General . Batching plant . Mixing and transportation Aggregates . . 63 63 64 65 65 65 67 71 73 74 75 ...
Page vii
... drill rig in use drilling a grout hole at station 15 + 00 43. Ready - mix ( dry batch ) concrete plant operated by the Lindberg Construction Co. at Jamestown . 44. Inside steel form used for lining the 9 - foot 6 - inch circular ...
... drill rig in use drilling a grout hole at station 15 + 00 43. Ready - mix ( dry batch ) concrete plant operated by the Lindberg Construction Co. at Jamestown . 44. Inside steel form used for lining the 9 - foot 6 - inch circular ...
Page 10
... drill hole Denison hole SUBMITTED TRAGED . CHECKED A ENDED . APPROVED SHEET OF 604-0-14 CLAY , plastic , slightly sandy , dark brown SAND. N104,400 £ 100,400 Outlet works 009'663 No 8 E99,200 JAMES RIVER No 15 E.96,800 Spillway 唁 E ...
... drill hole Denison hole SUBMITTED TRAGED . CHECKED A ENDED . APPROVED SHEET OF 604-0-14 CLAY , plastic , slightly sandy , dark brown SAND. N104,400 £ 100,400 Outlet works 009'663 No 8 E99,200 JAMES RIVER No 15 E.96,800 Spillway 唁 E ...
Page 12
... drilled at the dam site , seven at the spillway location , and 16 in the vicinity of the outlet works . Permeability tests taken in these drill holes showed low to moderate losses in the valley fill as well as in the bedrock section drilled ...
... drilled at the dam site , seven at the spillway location , and 16 in the vicinity of the outlet works . Permeability tests taken in these drill holes showed low to moderate losses in the valley fill as well as in the bedrock section drilled ...
Page 15
... Drill hole D.H. A Drill hole by Corps of Engineer's T.P Test pit 30 " diameter , machine dug COUNTY ROAD ( GRAVEL ) 10-5 -Corporate OTTERTAIL POWER CO. ELEVATION 1490 11480 1470 ELEVATION ELEVATION 1500r 1490 1480 1470 T.P. 32 EL 1495.5 ...
... Drill hole D.H. A Drill hole by Corps of Engineer's T.P Test pit 30 " diameter , machine dug COUNTY ROAD ( GRAVEL ) 10-5 -Corporate OTTERTAIL POWER CO. ELEVATION 1490 11480 1470 ELEVATION ELEVATION 1500r 1490 1480 1470 T.P. 32 EL 1495.5 ...
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.