Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 1-5 of 10
Page ii
... Borrow area operation ( a ) South borrow area ( b ) North borrow and spillway areas 61 61 61 63 63 63 8883 CONTENTS ( Continued ) Section Page 48 . Earth fill ii.
... Borrow area operation ( a ) South borrow area ( b ) North borrow and spillway areas 61 61 61 63 63 63 8883 CONTENTS ( Continued ) Section Page 48 . Earth fill ii.
Page v
... area 60 26 Main cutoff trench excavation operations 60 27 Auxiliary cutoff trench excavation completed to bedrock 62 28 A side - elevating loader in operation in South borrow area 62 29 Embankment placing operations 64 30 Dumping riprap ...
... area 60 26 Main cutoff trench excavation operations 60 27 Auxiliary cutoff trench excavation completed to bedrock 62 28 A side - elevating loader in operation in South borrow area 62 29 Embankment placing operations 64 30 Dumping riprap ...
Page 7
... south of station 22 + 50 , with no ap- parent place for terminating the ... area south of the canal outlet works for 60 days prior to placement of ... borrow area consisted of several separate areas which were designated as N - 1 , N - 2 ...
... south of station 22 + 50 , with no ap- parent place for terminating the ... area south of the canal outlet works for 60 days prior to placement of ... borrow area consisted of several separate areas which were designated as N - 1 , N - 2 ...
Page 10
... AREA SCALE OF FEET SCALE FOR LOGS OF TEST HOLES 2000 98,000 2770 ELEVATION 27804 A.H.227 EL 2802.0 100 HORIZONTAL SCALE OF FEET E. 100,000 AHGES AM4I3 AH4SI AN745 AHTSI AH733 AM 734 AH738 AHBIZ APPROXIMATE LIMITS OF SOUTH BORROW AREA 21 ...
... AREA SCALE OF FEET SCALE FOR LOGS OF TEST HOLES 2000 98,000 2770 ELEVATION 27804 A.H.227 EL 2802.0 100 HORIZONTAL SCALE OF FEET E. 100,000 AHGES AM4I3 AH4SI AN745 AHTSI AH733 AM 734 AH738 AHBIZ APPROXIMATE LIMITS OF SOUTH BORROW AREA 21 ...
Page 11
... south borrow area consisted of two ridges divided by a dry wash and comprised an area about 3,500 feet square . The loca- tions of borrow areas are indicated in figure 5 . The north borrow areas were explored with hand auger holes ...
... south borrow area consisted of two ridges divided by a dry wash and comprised an area about 3,500 feet square . The loca- tions of borrow areas are indicated in figure 5 . The north borrow areas were explored with hand auger holes ...
Other editions - View all
Common terms and phrases
abutment acre-feet aggregate backfill Berm blanket blockouts Brass Cap BUREAU OF RECLAMATION camber canal outlet cement centerline chute coarse concrete construction Contraction joint contractor control house crushed rock cubic yards cutoff trench dam embankment dam foundation designed discharge eleva emergency gate chamber Figure Float flood control gravel grout high-pressure gates Highway bridge Hitchcock County holes horizontal hydraulic hydrostatic head inlet intake structure layer Limits of special loads located loess material maximum metal Nebr north borrow operation pier Pierre shale piezometer Pipe handrail pounds per square pozzolan PROJ pump radial gate railroad reinforcement relocation Republican River reservoir water surface riprap River outlet Rolled embankment SCALE OF FEET second-feet Settlement point Shale surface SILT silty slope south borrow area special compaction specifications spillway structure steel stilling basin storage Sump Sump pump surface at elevation tests Trenton Dam upstream valve vertical walls water surface elevation
Popular passages
Page 51 - Design, Construction, Inspection and Repair of Unfired Pressure Vessels for Petroleum Liquids and Gases.
Page 99 - yd. cu. yd. lin. ft. lin. ft. lin. ft. Labor and materials by contractor Unit cost
Page 94 - yd. cu. yd. cu. yd. cu. yd. Labor and materials by contractor Unit cost
Page 96 - ft. lin. ft. lin. ft. lin. ft. Labor and materials by contractor Unit cost
Page 100 - cu. yd. Lump sum Lump sum Labor and materials by contractor Unit cost 2.00
Page 99 - 88 89 90 91 92 93 94 Property and pay item description Installing metal pipe, fittings, and valves less than 6 inches in diameter Installing metal pipe, fittings, and valves 6 inches
Page 25 - above the maximum water surface, to prevent the dam from being overtopped by waves. Factors influencing wave height and wave ride-up, including maximum wind velocity, direction and duration, offshore reservoir
Page 98 - ft. Ib. Ib. Ib. Ib. Ib. Ib. Ib. Labor and materials by contractor Unit cost