Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 1-5 of 5
Page 5
A geological section at the center-line of the dam is shown on figure 3. The
alluvial materials consist of clays, silts, and fine sand. The material for the most
part is poorly graded; the fine and worn fractions exist in separate beds which are
often ...
A geological section at the center-line of the dam is shown on figure 3. The
alluvial materials consist of clays, silts, and fine sand. The material for the most
part is poorly graded; the fine and worn fractions exist in separate beds which are
often ...
Page 30
Pipe tor reterroir tevet'' ordint soot, river outtet house onty.. .ArcMectuntpryccM
mttot wrndows FLOOR PLAN.RIVEH OUTLET CONTROL HOUSE "C£SS ANO
COMPRESSOR HOUSE OPPOSITE EXCEPT WHERE SHOWN OR NOTE0I -
Grmtt ...
Pipe tor reterroir tevet'' ordint soot, river outtet house onty.. .ArcMectuntpryccM
mttot wrndows FLOOR PLAN.RIVEH OUTLET CONTROL HOUSE "C£SS ANO
COMPRESSOR HOUSE OPPOSITE EXCEPT WHERE SHOWN OR NOTE0I -
Grmtt ...
Page 71
Typical mixes and other concrete data are shown on figure 34. Equipment for
conducting slump, air content, and unit weight tests, and for casting test cylinders
was maintained at the mixing plant. The laboratory, housed in the caretaker's ...
Typical mixes and other concrete data are shown on figure 34. Equipment for
conducting slump, air content, and unit weight tests, and for casting test cylinders
was maintained at the mixing plant. The laboratory, housed in the caretaker's ...
Page 74
A floor slab finishing operation is shown in figure 35. Initially, for placement of
concrete in spillway wall panels, hoppers and flexible chutes were used. This
proved inefficient, and after several wall panels had been placed, the hoppers
were ...
A floor slab finishing operation is shown in figure 35. Initially, for placement of
concrete in spillway wall panels, hoppers and flexible chutes were used. This
proved inefficient, and after several wall panels had been placed, the hoppers
were ...
Page 79
Dritt 4-,}'dio. hotes os shown SECTION A-A LATCHING PLATE NOTES See
instottotion drowing tor tocotion ot opporotus in dom embonkment Apparotus tor
meosurement ot bose ptotes, shown on Dwgs. 4O-D-4S36 ond to-D-fpsi.
Determine ...
Dritt 4-,}'dio. hotes os shown SECTION A-A LATCHING PLATE NOTES See
instottotion drowing tor tocotion ot opporotus in dom embonkment Apparotus tor
meosurement ot bose ptotes, shown on Dwgs. 4O-D-4S36 ond to-D-fpsi.
Determine ...
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Common terms and phrases
abutment aggregate APPENDIX approximately base basin bids blanket borrow area bridge canal outlet capacity cement changes channel chute CM CM CM completed concrete conduit consisted construction contract contractor control house cost crest cubic yards designed determining diameter discharge downstream drains earth elevation embankment emergency equipment excavation extend feet Figure flood floor forms foundation Furnishing gate chamber gravel head highway hoist holes horizontal inches indicated installed joints layer length limited loads located Lump material maximum mixing Nebr obtained operation percent pipe placed plant pounds pressure protection pump Quantity radial railroad reinforcement relocation reservoir water surface riprap river river outlets rock sand shale shown side slope specifications spillway station steel stilling stresses structure studies supply tests thickness tion Trenton Dam trucks Unit upstream vertical walls weight
Bibliographic information
| Title | Trenton Dam: Constructed 1949-1953 Technical record of design and construction |
| Author | United States. Bureau of Reclamation |
| Publisher | U.S. Department of the Interior, Bureau of Reclamation, 1957 |
| Original from | the University of Wisconsin - Madison |
| Digitized | 20 Feb 2009 |
| Length | 106 pages |
| Export Citation | BiBTeX EndNote RefMan |