Trenton Dam: Constructed 1949-1953 |
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Page iii
... TEST INSTALLATIONS 60 . Purpose 61 . Piezometer installation 62 . Settlement installations 822 77 77 APPENDIXES 83 A. Cost summary B. C. Pay item breakdown for contract 12r - 19084 , specifications No. 3047 Pay item breakdown for ...
... TEST INSTALLATIONS 60 . Purpose 61 . Piezometer installation 62 . Settlement installations 822 77 77 APPENDIXES 83 A. Cost summary B. C. Pay item breakdown for contract 12r - 19084 , specifications No. 3047 Pay item breakdown for ...
Page iv
... test holes 6 Railroad and highway relocation around Swanson Lake ( the reservoir formed by Trenton Dam ) * 8 10 127 7 Flood routing curves 16 8 Trenton Dam -- General plan and sections 18 9 Spillway plan and sections 24 10 Downstream ...
... test holes 6 Railroad and highway relocation around Swanson Lake ( the reservoir formed by Trenton Dam ) * 8 10 127 7 Flood routing curves 16 8 Trenton Dam -- General plan and sections 18 9 Spillway plan and sections 24 10 Downstream ...
Page 7
... tests , water - pressure jetting holes , and test pits . During the exploratory period , extending to January 1951 , 49 , 176 linear feet of core drill , water - pressure jet , and hand auger holes were drilled and 316 linear feet of 4 ...
... tests , water - pressure jetting holes , and test pits . During the exploratory period , extending to January 1951 , 49 , 176 linear feet of core drill , water - pressure jet , and hand auger holes were drilled and 316 linear feet of 4 ...
Page 9
... test pits . Shole surface determined by ramming . steel rod from bottom of jet hole Groundwater elevation at given date . TP4 TPS TP6 E1 27041 EL 2 707 2 140 SILT , fine , sandy SAND , clean SILT , sandy 34 3-40 El 26970 SILT , sandy ...
... test pits . Shole surface determined by ramming . steel rod from bottom of jet hole Groundwater elevation at given date . TP4 TPS TP6 E1 27041 EL 2 707 2 140 SILT , fine , sandy SAND , clean SILT , sandy 34 3-40 El 26970 SILT , sandy ...
Page 10
... TEST HOLES 100 i 100 200 2750 HORIZONTAL SCALE OF FEET 99,000 20 SECTION 1-1 20 VERTICAL SCALE OF FEET 40 2800 2780 42,000N- APPROXIMATE LIMITS . OF SOUTH BORROW AREA 58,000 N 101,000 2000 E. 100,000 AMTOT AH 788 ANTER AHGIS AM424 AM4I3 ...
... TEST HOLES 100 i 100 200 2750 HORIZONTAL SCALE OF FEET 99,000 20 SECTION 1-1 20 VERTICAL SCALE OF FEET 40 2800 2780 42,000N- APPROXIMATE LIMITS . OF SOUTH BORROW AREA 58,000 N 101,000 2000 E. 100,000 AMTOT AH 788 ANTER AHGIS AM424 AM4I3 ...
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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