Search

You searched for: Start Over Photos Remove constraint Photos Author United States. Bureau of Reclamation Remove constraint Author: United States. Bureau of Reclamation

Search Results

  • 4350
    P-12-200-4269 NA Klamath Project, California-Oregon. Diversions at this dam are carried in "J" Canal to serve lands of the Tule Lake Division. It is a reinforced concrete slab and buttress type, 23 feet ...
    Citation
  • 4351
    P-12-200-4270 NA Klamath Project, California-Oregon. Diversions at this dam are carried in "J" Canal to serve lands of the Tule Lake Division. It is a reinforced concrete slab and buttress type, 23 feet ...
    Citation
  • 4352
    P-12-200-4271 NA Klamath Project, Califorrnia-Oregon. The Dam is a concrete weir, removable crest, embankment wing type structure, with a height of 5 feet, and a crest length of 290 feet; June 23, 1978; ...
    Citation
  • 4353
    P-12-200-4272 NA Klamath Project, Califorrnia-Oregon. The Dam is a concrete weir, removable crest, embankment wing type structure, with a height of 5 feet, and a crest length of 290 feet; June 23, 1978; ...
    Citation
  • 4354
    P-12-200-4273 NA Klamath Project, Califorrnia-Oregon. The Dam is a concrete weir, removable crest, embankment wing type structure, with a height of 5 feet, and a crest length of 290 feet; June 23, 1978; ...
    Citation
  • 4355
    P-12-200-4274 NA Klamath Project, Califorrnia-Oregon. The Dam is a concrete weir, removable crest, embankment wing type structure, with a height of 5 feet, and a crest length of 290 feet; June 23, 1978; ...
    Citation
  • 4358
    P-12-200-4277 NA Klamath Project California-Oregon. (most adaptable are cereal grains, alfalfa hay, irrigated pastures and potatoes). A portion of the "J" Canal is seen on the right. Water diversions at ...
    Citation
  • 4559
    P12-201-4477 NA Klamath Project, OR-CA. Spoils removed from west side of PP 'E' bridge pile location sites. Note large rock; November 16, 1977; USBR photo by D.J. Kline
    Citation
  • 4560
    P12-201-4478 NA Klamath Project, OR-CA. View of a typical hole excavated by contractor to a depth of 12'. At this point material thinned out. Also this was maximum depth attainable by Case 580C Extend-a-Hoe; ...
    Citation
  • 4561
    P12-201-4479 NA Klamath Project, OR-CA. Contractor had to pre-excavate sites where PP 'E' bridge piling would be driven. During construction of PP 'E', a pit run material was used for backfill. Apparently ...
    Citation