Trenton Dam: Constructed 1949-1953 |
From inside the book
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Page 14
... designed the relocated highway in conformance with modern standards at a cost exceeding that of a replacement in kind . All of these additional costs were to be borne by the State . An inventory , includ- ing photographs of the existing ...
... designed the relocated highway in conformance with modern standards at a cost exceeding that of a replacement in kind . All of these additional costs were to be borne by the State . An inventory , includ- ing photographs of the existing ...
Page 17
... designed for increasing heights of embankment as in the gravity abutment section design . This was the scheme adopted in the final design . Consideration was also given to schemes combining the river outlets with the spillway in place ...
... designed for increasing heights of embankment as in the gravity abutment section design . This was the scheme adopted in the final design . Consideration was also given to schemes combining the river outlets with the spillway in place ...
Page 23
... designed with a 4 - foot minimum depth below the ground surface . The drain was constructed with open joints and embedded in graded gravel and selected sand . Coarse material was placed adjacent to the drain to form a filter and prevent ...
... designed with a 4 - foot minimum depth below the ground surface . The drain was constructed with open joints and embedded in graded gravel and selected sand . Coarse material was placed adjacent to the drain to form a filter and prevent ...
Page 24
... , only Structural design based on a minimum compressive strength of 3000 lbs . per sq . in . at 28 days . Highway bridge designed for H - 20 S 16-44 looding . ཀཥ 266-0 8.2675.0- Top of F.G. Stor 27730 NWS EL2752.0 El 2773.00- EL. 24.
... , only Structural design based on a minimum compressive strength of 3000 lbs . per sq . in . at 28 days . Highway bridge designed for H - 20 S 16-44 looding . ཀཥ 266-0 8.2675.0- Top of F.G. Stor 27730 NWS EL2752.0 El 2773.00- EL. 24.
Page 27
... designed for supporting a bridge subjected to an H20- S16-44 loading and 30 percent impact , and an ice load of 1,000 pounds per foot of width of column applied at midheight . 17. Gate and Bridge Supporting Structure . The gate and ...
... designed for supporting a bridge subjected to an H20- S16-44 loading and 30 percent impact , and an ice load of 1,000 pounds per foot of width of column applied at midheight . 17. Gate and Bridge Supporting Structure . The gate and ...
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Common terms and phrases
accessory cut-off trench acre-feet Approach channel Axis backfill Berm blanket Blockout BUREAU OF RECLAMATION canal outlet centerline channel capacity coarse concrete conduit construction Contraction joint Counterweight crushed rock cutoff trench dam embankment designed discharge drain outlet emergency gate chamber Expansion joint Figure Float flood control floor gate structure gravel ground surface Grouted high-pressure gate Highway bridge holes horizontal hydraulic hydrostatic head inlet installed intake structure Limits of special load located loess material maximum Metal Nebr NORTH BORROW AREA Pierre shale piezometer Pipe handrail PROJ Radial gate railroad reinforcement relocation Republican River reservoir water surface riprap River outlet Rolled embankment SCALE OF FEET second-feet SECTION A-A Settlement point Shale surface Sheet SILT silty slope special compaction spillway crest spillway gates spillway structure steel stilling basin Stoplog storage Sump Sump pump surface at elevation surfaces where directed Trashrack structure Trenton Dam upstream vertical walls water surface elevation