Search

Search Results

• 31. [Image] CLEAR LAKE GROUND FRACTURE, Section 16, T. 46 N., R. 7 E.

  	KP-2560-R2-Klamath Project - CLEAR LAKE GROUND FRACTURE, Section 16, T. 46 N., R. 7 E. Exploratory hole showing width of crack 18 feet below original ground. Soil texture first 6 feet gravelly clay loam, ...
  	Citation × Citation Citation Abstract Copy Title: CLEAR LAKE GROUND FRACTURE, Section 16, T. 46 N., R. 7 E. Author: United States. Bureau of Reclamation, MacAnulty, L. Year: 1960, 2008, 2006 KP-2560-R2-Klamath Project - CLEAR LAKE GROUND FRACTURE, Section 16, T. 46 N., R. 7 E. Exploratory hole showing width of crack 18 feet below original ground. Soil texture first 6 feet gravelly clay loam, from 6 ft. to 18 ft. compact sandy material, no free water encountered in hole. Estimated depth of hole approximately 5 feet below lowest contour of lake; October 4, 1960; Photo by L. MacAnulty Title: CLEAR LAKE GROUND FRACTURE, Section 16, T. 46 N., R. 7 E. Author: United States. Bureau of Reclamation, MacAnulty, L. Year: 1960, 2008, 2006 KP-2560-R2-Klamath Project - CLEAR LAKE GROUND FRACTURE, Section 16, T. 46 N., R. 7 E. Exploratory hole showing width of crack 18 feet below original ground. Soil texture first 6 feet gravelly clay loam, from 6 ft. to 18 ft. compact sandy material, no free water encountered in hole. Estimated depth of hole approximately 5 feet below lowest contour of lake; October 4, 1960; Photo by L. MacAnulty Close

• 32. [Image] TULE LAKE SUMP 3 - N-12-c Lateral, Specifications DC-5621

  	P12-200-2645-Klamath Project, California - TULE LAKE SUMP 3 - N-12-c Lateral, Specifications DC-5621. View looking north, Station 52+50, showing crack and failure in berm between lateral and drain on right; ...
  	Citation × Citation Citation Abstract Copy Title: TULE LAKE SUMP 3 - N-12-c Lateral, Specifications DC-5621 Author: United States. Bureau of Reclamation, Greene, K.J. Year: 1962, 2008, 2006 P12-200-2645-Klamath Project, California - TULE LAKE SUMP 3 - N-12-c Lateral, Specifications DC-5621. View looking north, Station 52+50, showing crack and failure in berm between lateral and drain on right; April 9, 1962; Photo by K.J. Greene Title: TULE LAKE SUMP 3 - N-12-c Lateral, Specifications DC-5621 Author: United States. Bureau of Reclamation, Greene, K.J. Year: 1962, 2008, 2006 P12-200-2645-Klamath Project, California - TULE LAKE SUMP 3 - N-12-c Lateral, Specifications DC-5621. View looking north, Station 52+50, showing crack and failure in berm between lateral and drain on right; April 9, 1962; Photo by K.J. Greene Close

• 33. [Image] Kl. Str. Drain Enl., Phase II, Specs. 200C-954 - RHC Constr., Inc., Contractor

  	P12-201-4578NA Klamath Project, OR-CA. Center Canal Flume Bridge. Note hairline cracks in top surface of bridge. View is along west side of bridge; April 24, 1978; USBR photo by D.J. Kline
  	Citation × Citation Citation Abstract Copy Title: Kl. Str. Drain Enl., Phase II, Specs. 200C-954 - RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Kline, D.J. Year: 1978, 2009, 2007 P12-201-4578NA Klamath Project, OR-CA. Center Canal Flume Bridge. Note hairline cracks in top surface of bridge. View is along west side of bridge; April 24, 1978; USBR photo by D.J. Kline Title: Kl. Str. Drain Enl., Phase II, Specs. 200C-954 - RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Kline, D.J. Year: 1978, 2009, 2007 P12-201-4578NA Klamath Project, OR-CA. Center Canal Flume Bridge. Note hairline cracks in top surface of bridge. View is along west side of bridge; April 24, 1978; USBR photo by D.J. Kline Close

• 34. [Image] Kl. Str. Drain Enlargement, Phase II, Specs. 200C-954- RHC Constr., Inc., Contractor

  	P-12-201-4296 NA Klamath Project, OR-CA. Outlet of Pumping Plant E. Crack in top of side wall on east side; December 1976; USBR photo by D. J. Kline
  	Citation × Citation Citation Abstract Copy Title: Kl. Str. Drain Enlargement, Phase II, Specs. 200C-954- RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Kline, D.J. Year: 1976, 2009, 2007 P-12-201-4296 NA Klamath Project, OR-CA. Outlet of Pumping Plant E. Crack in top of side wall on east side; December 1976; USBR photo by D. J. Kline Title: Kl. Str. Drain Enlargement, Phase II, Specs. 200C-954- RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Kline, D.J. Year: 1976, 2009, 2007 P-12-201-4296 NA Klamath Project, OR-CA. Outlet of Pumping Plant E. Crack in top of side wall on east side; December 1976; USBR photo by D. J. Kline Close

• 35. [Image] "A" Canal lined section, showing panels on right side of canal approximately 100 feet downstream from the Headworks

  	KP-1728-R2 - Klamath Project. Note horizontal fractures, possibly due to settlement. Joints are severely weathered and spalled. Winter freezing creates a heaving action, which causes spalling of the ...
  	Citation × Citation Citation Abstract Copy Title: "A" Canal lined section, showing panels on right side of canal approximately 100 feet downstream from the Headworks Author: United States. Bureau of Reclamation, Tolley, H.F. Year: 1948, 2007, 2005 KP-1728-R2 - Klamath Project. Note horizontal fractures, possibly due to settlement. Joints are severely weathered and spalled. Winter freezing creates a heaving action, which causes spalling of the joints. October 18, 1948; Photo by H. F. Tolley Title: "A" Canal lined section, showing panels on right side of canal approximately 100 feet downstream from the Headworks Author: United States. Bureau of Reclamation, Tolley, H.F. Year: 1948, 2007, 2005 KP-1728-R2 - Klamath Project. Note horizontal fractures, possibly due to settlement. Joints are severely weathered and spalled. Winter freezing creates a heaving action, which causes spalling of the joints. October 18, 1948; Photo by H. F. Tolley Close

• 36. [Image] "A" Canal lining 300 to 500 feet downstream from the Headworks, facing downstream

  	KP-1730 - Klamath Project. Severely weathered horizontal fractures and vertical joints, with concrete surface completely gone. Note horizontal cracks more severely spalled and weathered than the vertical ...
  	Citation × Citation Citation Abstract Copy Title: "A" Canal lining 300 to 500 feet downstream from the Headworks, facing downstream Author: United States. Bureau of Reclamation, Tolley, H.F. Year: 1948, 2007, 2005 KP-1730 - Klamath Project. Severely weathered horizontal fractures and vertical joints, with concrete surface completely gone. Note horizontal cracks more severely spalled and weathered than the vertical joints, possibly due to retained moisture on the horizontal cracks subjected to freezing causing excessive weathering. Note, also, definite signs of heaving, indicated by angular displacement of the vertical joint; October 18, 1948; Photo by H. F. Tolley Title: "A" Canal lining 300 to 500 feet downstream from the Headworks, facing downstream Author: United States. Bureau of Reclamation, Tolley, H.F. Year: 1948, 2007, 2005 KP-1730 - Klamath Project. Severely weathered horizontal fractures and vertical joints, with concrete surface completely gone. Note horizontal cracks more severely spalled and weathered than the vertical joints, possibly due to retained moisture on the horizontal cracks subjected to freezing causing excessive weathering. Note, also, definite signs of heaving, indicated by angular displacement of the vertical joint; October 18, 1948; Photo by H. F. Tolley Close

• 37. [Image] "A" Canal 2-inch gunite lining at approximately Sta. 23

  	KP-1732-R2 - Klamath Project. "A" Canal 2-inch gunite lining at approximately Sta. 232, illustrating exposed wire-mesh reinforcing. Note upheaval and lateral slippage due to expansion. Sections of lining ...
  	Citation × Citation Citation Abstract Copy Title: "A" Canal 2-inch gunite lining at approximately Sta. 23 Author: United States. Bureau of Reclamation, Tolley, H.F. Year: 2007, 2005 KP-1732-R2 - Klamath Project. "A" Canal 2-inch gunite lining at approximately Sta. 232, illustrating exposed wire-mesh reinforcing. Note upheaval and lateral slippage due to expansion. Sections of lining completely disintegrated by heaving and frost action, exposing the wire mesh. October 18, 1948; Photo by H. F. Tolley Title: "A" Canal 2-inch gunite lining at approximately Sta. 23 Author: United States. Bureau of Reclamation, Tolley, H.F. Year: 2007, 2005 KP-1732-R2 - Klamath Project. "A" Canal 2-inch gunite lining at approximately Sta. 232, illustrating exposed wire-mesh reinforcing. Note upheaval and lateral slippage due to expansion. Sections of lining completely disintegrated by heaving and frost action, exposing the wire mesh. October 18, 1948; Photo by H. F. Tolley Close

• 38. [Image] "C" Canal plain 4" concrete lining placed in 1920

  	KP-1737-R2 - Klamath Project. Picture taken at approximate Sta. 604 - 75 ft. downstream from end of flume section. Sections 10' with marked joints. Note severe cracking both horizontally and vertically, ...
  	Citation × Citation Citation Abstract Copy Title: "C" Canal plain 4" concrete lining placed in 1920 Author: United States. Bureau of Reclamation, Tolley, H.F. Year: 1948, 2007, 2005 KP-1737-R2 - Klamath Project. Picture taken at approximate Sta. 604 - 75 ft. downstream from end of flume section. Sections 10' with marked joints. Note severe cracking both horizontally and vertically, with considerable bulging. Bottom concrete over most of lining completely disintegrated, leaving only the aggregate on the floor. Transverse cracks occur most generally at midpoints of sections, but occasionally at the third points; October 19, 1948; Photo by H. F. Tolley Title: "C" Canal plain 4" concrete lining placed in 1920 Author: United States. Bureau of Reclamation, Tolley, H.F. Year: 1948, 2007, 2005 KP-1737-R2 - Klamath Project. Picture taken at approximate Sta. 604 - 75 ft. downstream from end of flume section. Sections 10' with marked joints. Note severe cracking both horizontally and vertically, with considerable bulging. Bottom concrete over most of lining completely disintegrated, leaving only the aggregate on the floor. Transverse cracks occur most generally at midpoints of sections, but occasionally at the third points; October 19, 1948; Photo by H. F. Tolley Close

• 39. [Image] "J" Canal lined section Sta. 852-00 to 862-00, 4" reinforced concrete

  	KP-1740-R2 - Klamath Project. Picture at approximate Sta. 860, 14 sections from downstream end of lined section, showing panel adjacent to panel washed out and replaced in 1947. Note panel undermined ...
  	Citation × Citation Citation Abstract Copy Title: "J" Canal lined section Sta. 852-00 to 862-00, 4" reinforced concrete Author: United States. Bureau of Reclamation, Tolley, H.F. Year: 1948, 2007, 2005 KP-1740-R2 - Klamath Project. Picture at approximate Sta. 860, 14 sections from downstream end of lined section, showing panel adjacent to panel washed out and replaced in 1947. Note panel undermined and settled with vertical displacement and horizontal fractures. Four panels badly fractured; October 19, 1948; Photo by H. F. Tolley Title: "J" Canal lined section Sta. 852-00 to 862-00, 4" reinforced concrete Author: United States. Bureau of Reclamation, Tolley, H.F. Year: 1948, 2007, 2005 KP-1740-R2 - Klamath Project. Picture at approximate Sta. 860, 14 sections from downstream end of lined section, showing panel adjacent to panel washed out and replaced in 1947. Note panel undermined and settled with vertical displacement and horizontal fractures. Four panels badly fractured; October 19, 1948; Photo by H. F. Tolley Close

• 40. [Image] "J" Canal lined section at Sta. 858 facing upstream

  	KP-1741-R2 - Klamath Project. "J" Canal lined section at Sta. 858 facing upstream, showing longitudinal open crack along centerline of canal for about 30 sections. Hairline crack also about 4 inches above ...
  	Citation × Citation Citation Abstract Copy Title: "J" Canal lined section at Sta. 858 facing upstream Author: United States. Bureau of Reclamation, Tolley, H.F. Year: 1948, 2007, 2005 KP-1741-R2 - Klamath Project. "J" Canal lined section at Sta. 858 facing upstream, showing longitudinal open crack along centerline of canal for about 30 sections. Hairline crack also about 4 inches above bottom of slope on right side only. Concrete otherwise in excellent condition, surface intact, plain joints not marked showing slight spalling; October 19, 1948; Photo by H. F. Tolley Title: "J" Canal lined section at Sta. 858 facing upstream Author: United States. Bureau of Reclamation, Tolley, H.F. Year: 1948, 2007, 2005 KP-1741-R2 - Klamath Project. "J" Canal lined section at Sta. 858 facing upstream, showing longitudinal open crack along centerline of canal for about 30 sections. Hairline crack also about 4 inches above bottom of slope on right side only. Concrete otherwise in excellent condition, surface intact, plain joints not marked showing slight spalling; October 19, 1948; Photo by H. F. Tolley Close