Jamestown Dam: Constructed 1952-1953 |
From inside the book
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Page vii
... 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 ( upstream ) outlet conduit 45. Setting interior ...
... 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 ( upstream ) outlet conduit 45. Setting interior ...
Page 4
... station is located near the Asylum bridge at the southeast corner of Jamestown , North Dakota , 2.5 miles downstream from Pipestem Creek and 4.8 downstream from the Jamestown Domsite Drainage area 2,740 . square miles . Drainage area at ...
... station is located near the Asylum bridge at the southeast corner of Jamestown , North Dakota , 2.5 miles downstream from Pipestem Creek and 4.8 downstream from the Jamestown Domsite Drainage area 2,740 . square miles . Drainage area at ...
Page 20
... STATIONS PROFILE ON AXIS OF DAM 5 1200 O 604 - D - 15 . FEET CREST ELEVATIONS WITH CAMBER MAXIMUM SECTION C - C. Sta 20.50 Sta . 15 + 68.3-18x44 C.M.P furnished by Stutsman Co. N. 103 , 600 a gutter Dam axis Sto 13 + 79.66 Outlet works ...
... STATIONS PROFILE ON AXIS OF DAM 5 1200 O 604 - D - 15 . FEET CREST ELEVATIONS WITH CAMBER MAXIMUM SECTION C - C. Sta 20.50 Sta . 15 + 68.3-18x44 C.M.P furnished by Stutsman Co. N. 103 , 600 a gutter Dam axis Sto 13 + 79.66 Outlet works ...
Page 21
... STATION ELEVATION STATION ELEVATION 140 1471.00 11 + 25 1471.50 2.00 1471 12 12 + 00 1471.48 Top - flood control Max . W. S. El 14643 El 1461.0- pool El 1454 0- Disposal area or cofferdam - Original ground surface . EI 1410 6 DETAIL Z ...
... STATION ELEVATION STATION ELEVATION 140 1471.00 11 + 25 1471.50 2.00 1471 12 12 + 00 1471.48 Top - flood control Max . W. S. El 14643 El 1461.0- pool El 1454 0- Disposal area or cofferdam - Original ground surface . EI 1410 6 DETAIL Z ...
Page 25
... stations 6 + 25 and 11 + 25 to allow for settlement . The top width of 30 feet will accommodate any foreseeable road , and the 12 inches of selected zone 2 material provided for surfacing is considered equal to local county road ...
... stations 6 + 25 and 11 + 25 to allow for settlement . The top width of 30 feet will accommodate any foreseeable road , and the 12 inches of selected zone 2 material provided for surfacing is considered equal to local county road ...
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.