Jamestown Dam: Constructed 1952-1953 |
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Page iii
... 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 78 78 78 78 81 81 81 85 85 69 . Cement 70 . Admixtures • 71 ...
... 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 78 78 78 78 81 81 81 85 85 69 . Cement 70 . Admixtures • 71 ...
Page 40
... joint- Bockfill to Sta . 9 + 96 ---- Resilient joint filler Steel groting , Expansion pint See Dwg 604-0-26 Min , 9 ... Contraction joint El 1389.8 -5.0 . 014454 1-10-0 El 1389.06 24 " Min El 1388.00 50 Mn 55 Av Graded grovel E 1404.95 ...
... joint- Bockfill to Sta . 9 + 96 ---- Resilient joint filler Steel groting , Expansion pint See Dwg 604-0-26 Min , 9 ... Contraction joint El 1389.8 -5.0 . 014454 1-10-0 El 1389.06 24 " Min El 1388.00 50 Mn 55 Av Graded grovel E 1404.95 ...
Page 41
... Contraction joint Heavy burlap Screened grovel around sewer pipe drain Parabolic curve y 0.006 382 . Contraction joint Floor thickness af wall , 2 - Min 2-57 Chute block , see Detail Y Contraction joint -Contraction joint FEL 140100 Top ...
... Contraction joint Heavy burlap Screened grovel around sewer pipe drain Parabolic curve y 0.006 382 . Contraction joint Floor thickness af wall , 2 - Min 2-57 Chute block , see Detail Y Contraction joint -Contraction joint FEL 140100 Top ...
Page 52
... joint ... Contraction joints- Continuous gravel drain -69-10 ° E 1408.76 -33-6- EXPANSION JOINT DETAIL Limit of Zone 2 embankment , specially compacted 4-0 " about structures . -33-6 " Rubber waler's top El 1399.41 --5-0.065820 Top of ...
... joint ... Contraction joints- Continuous gravel drain -69-10 ° E 1408.76 -33-6- EXPANSION JOINT DETAIL Limit of Zone 2 embankment , specially compacted 4-0 " about structures . -33-6 " Rubber waler's top El 1399.41 --5-0.065820 Top of ...
Page 81
... Contraction Joint Grouting . The joints between the first - stage and second- stage concrete in the upstream end of the gate chamber were grouted . Systems of pipe and grouting outlets were placed in accordance with specification ...
... Contraction Joint Grouting . The joints between the first - stage and second- stage concrete in the upstream end of the gate chamber were grouted . Systems of pipe and grouting outlets were placed in accordance with specification ...
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.