Jamestown Dam: Constructed 1952-1953 |
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Page vi
... borrow pit test holes for borrow area No. 1 8. Locations and logs of borrow pit test holes for borrow area No. 2 9. General plan and sections of Jamestown Dam 10. Materials distribution in the dam ยท 11. Area - capacity - discharge ...
... borrow pit test holes for borrow area No. 1 8. Locations and logs of borrow pit test holes for borrow area No. 2 9. General plan and sections of Jamestown Dam 10. Materials distribution in the dam ยท 11. Area - capacity - discharge ...
Page 13
... pits and trenches . - 11. Impervious Material . Borrow area A , located immediately adjacent to the left abutment was prospected by 46 power auger holes and 8 test pits . It was estimated that 2,000,000 cubic yards of moderately plastic ...
... pits and trenches . - 11. Impervious Material . Borrow area A , located immediately adjacent to the left abutment was prospected by 46 power auger holes and 8 test pits . It was estimated that 2,000,000 cubic yards of moderately plastic ...
Page 14
... BORROW T.P.33 490- AREA No. + A.H. 214 AH 217 T.P22 A.H. 205 AH , 206 AH 215 AH.216 EXCESS SILT , sand fine , low ... pit test holes for borrow area No. 1 ( Sheet 1 of 2 ) . From drawing 604 - D - 13 . ELEVATION 1490 11480 1470 ELEVATION ...
... BORROW T.P.33 490- AREA No. + A.H. 214 AH 217 T.P22 A.H. 205 AH , 206 AH 215 AH.216 EXCESS SILT , sand fine , low ... pit test holes for borrow area No. 1 ( Sheet 1 of 2 ) . From drawing 604 - D - 13 . ELEVATION 1490 11480 1470 ELEVATION ...
Page 15
... pit 30 " diameter , machine dug COUNTY ROAD ( GRAVEL ) 10-5 -Corporate OTTERTAIL POWER CO. ELEVATION 1490 11480 1470 ... borrow - pit test holes for borrow area No. 1 ( Sheet 2 of 2 ) . From drawing 604 - D - 13 . 18 MUNICIPAL AIRPORT 7 R ...
... pit 30 " diameter , machine dug COUNTY ROAD ( GRAVEL ) 10-5 -Corporate OTTERTAIL POWER CO. ELEVATION 1490 11480 1470 ... borrow - pit test holes for borrow area No. 1 ( Sheet 2 of 2 ) . From drawing 604 - D - 13 . 18 MUNICIPAL AIRPORT 7 R ...
Page 16
... borrow - pit test holes for borrow area No. 2 ( Sheet 1 of 2 ) . From drawing 604 - D - 14 . 52-281 10 NORTHERN PIPE 22 BORROW AREA No. 2 15 PACIFIC 9 Easement line CREEK 16 21 Sta 20.50 Sta . 15 + 68.3-18x44 C.M.P furnished by 16.
... borrow - pit test holes for borrow area No. 2 ( Sheet 1 of 2 ) . From drawing 604 - D - 14 . 52-281 10 NORTHERN PIPE 22 BORROW AREA No. 2 15 PACIFIC 9 Easement line CREEK 16 21 Sta 20.50 Sta . 15 + 68.3-18x44 C.M.P furnished by 16.
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.โ
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.โ
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.โ