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• 2531. [Image] Kl. Str. Dr. Enlargement, Phase II Specs. 200C-954- RHC Constr., Inc., Contractor

  	P12-201-4472 NA Klamath Project, OR-CA. Another view of the PP 'E' bridge, west side. Three (3) short piling have been driven to specs.; two center piling are driven to 31' depth; November 22, 1977; USBR ...
  	Citation × Citation Citation Abstract Copy Title: Kl. Str. Dr. Enlargement, Phase II Specs. 200C-954- RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Kline, D.J. Year: 1977, 2009, 2007 P12-201-4472 NA Klamath Project, OR-CA. Another view of the PP 'E' bridge, west side. Three (3) short piling have been driven to specs.; two center piling are driven to 31' depth; November 22, 1977; USBR photo by D.J. Kline Title: Kl. Str. Dr. Enlargement, Phase II Specs. 200C-954- RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Kline, D.J. Year: 1977, 2009, 2007 P12-201-4472 NA Klamath Project, OR-CA. Another view of the PP 'E' bridge, west side. Three (3) short piling have been driven to specs.; two center piling are driven to 31' depth; November 22, 1977; USBR photo by D.J. Kline Close

• 2532. [Image] Kl. Str. Dr. Enlargement, Phase II Specs. 200C-954- RHC Constr., Inc., Contractor

  	P12-201-4473 NA Klamath Project, OR-CA. Overall view of PP E and PP EE. Taken south of flume for center canal; November 23, 1977; USBR photo by D.J. Kline
  	Citation × Citation Citation Abstract Copy Title: Kl. Str. Dr. Enlargement, Phase II Specs. 200C-954- RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Kline, D.J. Year: 1977, 2009, 2007 P12-201-4473 NA Klamath Project, OR-CA. Overall view of PP E and PP EE. Taken south of flume for center canal; November 23, 1977; USBR photo by D.J. Kline Title: Kl. Str. Dr. Enlargement, Phase II Specs. 200C-954- RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Kline, D.J. Year: 1977, 2009, 2007 P12-201-4473 NA Klamath Project, OR-CA. Overall view of PP E and PP EE. Taken south of flume for center canal; November 23, 1977; USBR photo by D.J. Kline Close

• 2533. [Image] Kl. Str. Dr. Enlargement, Phase II Specs. 200C-954- RHC Constr., Inc., Contractor

  	P12-201-4474 NA Klamath Project, OR-CA. View of PP 'E' bridge looking from west to east. Piling far right driven to 40' depth. Remaining piling are in to a depth of 31'. Note: Center pile caught fire due ...
  	Citation × Citation Citation Abstract Copy Title: Kl. Str. Dr. Enlargement, Phase II Specs. 200C-954- RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Kline, D.J. Year: 1977, 2009, 2007 P12-201-4474 NA Klamath Project, OR-CA. View of PP 'E' bridge looking from west to east. Piling far right driven to 40' depth. Remaining piling are in to a depth of 31'. Note: Center pile caught fire due to pile driving. Piling was at refusal and contractor continued to beat past refusal; November 18, 1977; USBR photo by D.J. Kline Title: Kl. Str. Dr. Enlargement, Phase II Specs. 200C-954- RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Kline, D.J. Year: 1977, 2009, 2007 P12-201-4474 NA Klamath Project, OR-CA. View of PP 'E' bridge looking from west to east. Piling far right driven to 40' depth. Remaining piling are in to a depth of 31'. Note: Center pile caught fire due to pile driving. Piling was at refusal and contractor continued to beat past refusal; November 18, 1977; USBR photo by D.J. Kline Close

• 2534. [Image] Kl. Str. Dr. Enlargement, Phase II Specs. 200C-954- RHC Constr., Inc., Contractor

  	P12-201-4475 NA Klamath Project, OR-CA. Spoils removed from east side of PP 'E' outlet transition for PP 'E' bridge piling. Material was removed by backhoe due to rock; November 23, 1977; USBR photo by ...
  	Citation × Citation Citation Abstract Copy Title: Kl. Str. Dr. Enlargement, Phase II Specs. 200C-954- RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Kline, D.J. Year: 1977, 2009, 2007 P12-201-4475 NA Klamath Project, OR-CA. Spoils removed from east side of PP 'E' outlet transition for PP 'E' bridge piling. Material was removed by backhoe due to rock; November 23, 1977; USBR photo by D.J. Kline Title: Kl. Str. Dr. Enlargement, Phase II Specs. 200C-954- RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Kline, D.J. Year: 1977, 2009, 2007 P12-201-4475 NA Klamath Project, OR-CA. Spoils removed from east side of PP 'E' outlet transition for PP 'E' bridge piling. Material was removed by backhoe due to rock; November 23, 1977; USBR photo by D.J. Kline Close

• 2535. [Image] Kl. Str. Dr. Enlargement, Phase II Specs. 200C-954- RHC Constr., Inc., Contractor

  	P12-201-4476 NA Klamath Project, OR-CA. Case 580C Extend-a-Hoe excavating on east side of PP 'E' outlet transition for PP 'E' bridge piling. Note: Large rock in foreground removed from excavation; November ...
  	Citation × Citation Citation Abstract Copy Title: Kl. Str. Dr. Enlargement, Phase II Specs. 200C-954- RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Kline, D.J. Year: 1977, 2009, 2007 P12-201-4476 NA Klamath Project, OR-CA. Case 580C Extend-a-Hoe excavating on east side of PP 'E' outlet transition for PP 'E' bridge piling. Note: Large rock in foreground removed from excavation; November 22, 1977; USBR photo by D.J. Kline Title: Kl. Str. Dr. Enlargement, Phase II Specs. 200C-954- RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Kline, D.J. Year: 1977, 2009, 2007 P12-201-4476 NA Klamath Project, OR-CA. Case 580C Extend-a-Hoe excavating on east side of PP 'E' outlet transition for PP 'E' bridge piling. Note: Large rock in foreground removed from excavation; November 22, 1977; USBR photo by D.J. Kline Close

• 2536. [Image] "E" Canal, plain 2 1/2" concrete lining placed in 1924

  	KP-1735-R2 - Klamath Project. Picture at Sta. 59-10 of patched joint cracked through. Joints originally edged have opened considerably. Lining is badly fractured at several points by frost heave, with ...
  	Citation × Citation Citation Abstract Copy Title: "E" Canal, plain 2 1/2" concrete lining placed in 1924 Author: United States. Bureau of Reclamation, Tolley, H.F. Year: 1948, 2007, 2005 KP-1735-R2 - Klamath Project. Picture at Sta. 59-10 of patched joint cracked through. Joints originally edged have opened considerably. Lining is badly fractured at several points by frost heave, with sections being displaced into the canal. Annual procedure is to repair joints and fractures by pouring sand cement mortar over cracks just prior to irrigation season, which seals joint temporarily for service. However, subjected to winter freezing with resultant heaving, the patching is completely destroyed. It is possible that mastic joint filler may withstand this action and reduce annual maintenance. This lining is situated in side hill cut through porous material where water tightness is essential; October 19, 1948; Photo by H. F. Tolley Title: "E" Canal, plain 2 1/2" concrete lining placed in 1924 Author: United States. Bureau of Reclamation, Tolley, H.F. Year: 1948, 2007, 2005 KP-1735-R2 - Klamath Project. Picture at Sta. 59-10 of patched joint cracked through. Joints originally edged have opened considerably. Lining is badly fractured at several points by frost heave, with sections being displaced into the canal. Annual procedure is to repair joints and fractures by pouring sand cement mortar over cracks just prior to irrigation season, which seals joint temporarily for service. However, subjected to winter freezing with resultant heaving, the patching is completely destroyed. It is possible that mastic joint filler may withstand this action and reduce annual maintenance. This lining is situated in side hill cut through porous material where water tightness is essential; October 19, 1948; Photo by H. F. Tolley Close

• 2537. [Image] N-12-a Lateral and 101-A-1 Drain

  	KP-1098-R2 - Klamath Project - Tule Lake Division - Modoc Unit; Excavation on the construction of the lateral is proceeding by use of an Osgood dragline. The west bank seen in the left of the picture ...
  	Citation × Citation Citation Abstract Copy Title: N-12-a Lateral and 101-A-1 Drain Author: United States. Bureau of Reclamation, Hopkins, R.S. Year: 1945, 2006, 2005 KP-1098-R2 - Klamath Project - Tule Lake Division - Modoc Unit; Excavation on the construction of the lateral is proceeding by use of an Osgood dragline. The west bank seen in the left of the picture has been completed and the channel is seen between it and the ridge of dirt shown in the center. To the left the dragline is excavating a puddle trench under the east bank section of the lateral for the purpose of breaking up subsurface cracks which extend down as much as three or four feet. The two plowed furrows on the right side of the picture are used on the edge of the cut for the drain. Excavation from the drain will be used to fill the puddle trench and build the east bank of the lateral; January 29, 1945; Photo by R. S. Hopkins Title: N-12-a Lateral and 101-A-1 Drain Author: United States. Bureau of Reclamation, Hopkins, R.S. Year: 1945, 2006, 2005 KP-1098-R2 - Klamath Project - Tule Lake Division - Modoc Unit; Excavation on the construction of the lateral is proceeding by use of an Osgood dragline. The west bank seen in the left of the picture has been completed and the channel is seen between it and the ridge of dirt shown in the center. To the left the dragline is excavating a puddle trench under the east bank section of the lateral for the purpose of breaking up subsurface cracks which extend down as much as three or four feet. The two plowed furrows on the right side of the picture are used on the edge of the cut for the drain. Excavation from the drain will be used to fill the puddle trench and build the east bank of the lateral; January 29, 1945; Photo by R. S. Hopkins Close

• 2538. [Image] Gerber Dam - Region 2's underwater inspection team going through last-minute preparation before under-ice diving at Gerber Dam

  	P12-200-2846NA Gerber Dam, Klamath Project, Oregon-California. Team members from left to right: G. W. Fuller, civil engineer; J. L. Andrews, structural engineer; B. H. Carter, geologist; T. J. Spicher, ...
  	Citation × Citation Citation Abstract Copy Title: Gerber Dam - Region 2's underwater inspection team going through last-minute preparation before under-ice diving at Gerber Dam Author: United States. Bureau of Reclamation, Nell, Wes W. Year: 1966, 2008, 2006 P12-200-2846NA Gerber Dam, Klamath Project, Oregon-California. Team members from left to right: G. W. Fuller, civil engineer; J. L. Andrews, structural engineer; B. H. Carter, geologist; T. J. Spicher, mechanical engineer; and T. E. Morris, underwater diving specialist and team leader. A portion of the upstream side of Gerber Dam is shown on the left. Fourteen inches of ice had to be cut through to gain access to the water. The purpose of this winter dive was to examine the interior and exterior of the trashrack structure located some 35 to 51 inches below the ice, at a time when water visibility was the best. As it was, visibility was limited to less than six inches. Note ropes on divers. Tether lines and surface tenders were used for safety precaution; February 15, 1966; Bureau of Reclamation photo by Wes W. Nell Title: Gerber Dam - Region 2's underwater inspection team going through last-minute preparation before under-ice diving at Gerber Dam Author: United States. Bureau of Reclamation, Nell, Wes W. Year: 1966, 2008, 2006 P12-200-2846NA Gerber Dam, Klamath Project, Oregon-California. Team members from left to right: G. W. Fuller, civil engineer; J. L. Andrews, structural engineer; B. H. Carter, geologist; T. J. Spicher, mechanical engineer; and T. E. Morris, underwater diving specialist and team leader. A portion of the upstream side of Gerber Dam is shown on the left. Fourteen inches of ice had to be cut through to gain access to the water. The purpose of this winter dive was to examine the interior and exterior of the trashrack structure located some 35 to 51 inches below the ice, at a time when water visibility was the best. As it was, visibility was limited to less than six inches. Note ropes on divers. Tether lines and surface tenders were used for safety precaution; February 15, 1966; Bureau of Reclamation photo by Wes W. Nell Close

• 2539. [Image] Klamath Falls, Oregon - Special recognition of 50th anniversary of constructing Link River Dam

  	P12-200-2903NA - Klamath Project - Klamath Falls, Oregon. Special recognition of 50th anniversary of constructing Link River Dam and highly successful cooperation in operating the Dam and Reservoir. View ...
  	Citation × Citation Citation Abstract Copy Title: Klamath Falls, Oregon - Special recognition of 50th anniversary of constructing Link River Dam Author: United States. Bureau of Reclamation, Lawrence, C.D. Year: 1972, 2008, 2006 P12-200-2903NA - Klamath Project - Klamath Falls, Oregon. Special recognition of 50th anniversary of constructing Link River Dam and highly successful cooperation in operating the Dam and Reservoir. View of visitors on "nature trail" near right abutment of Link River Dam. Right to left are: R. J. Pafford, Jr., Regional Director, Sacramento; Cecil Hunt, President, Klamath Basin Water Users Protective Association; and W. L. Scholtes, District Manager, Pacific Power & Light Company. The inscription on the marker reads: " In recognition of more than fifty years of cooperation by Pacific Power & Light Company, United States Bureau of Reclamation, and Waters Users in regulating and utilizing the water resources for the KLAMATH PROJECT."; May 8, 1972; Bureau of Reclamation photo by C. D. Lawrence Title: Klamath Falls, Oregon - Special recognition of 50th anniversary of constructing Link River Dam Author: United States. Bureau of Reclamation, Lawrence, C.D. Year: 1972, 2008, 2006 P12-200-2903NA - Klamath Project - Klamath Falls, Oregon. Special recognition of 50th anniversary of constructing Link River Dam and highly successful cooperation in operating the Dam and Reservoir. View of visitors on "nature trail" near right abutment of Link River Dam. Right to left are: R. J. Pafford, Jr., Regional Director, Sacramento; Cecil Hunt, President, Klamath Basin Water Users Protective Association; and W. L. Scholtes, District Manager, Pacific Power & Light Company. The inscription on the marker reads: " In recognition of more than fifty years of cooperation by Pacific Power & Light Company, United States Bureau of Reclamation, and Waters Users in regulating and utilizing the water resources for the KLAMATH PROJECT."; May 8, 1972; Bureau of Reclamation photo by C. D. Lawrence Close

• 2540. [Image] Klamath Straits Drain Enlargement, Lower Klamath Lake Division - Specs. 200C-922, Patterson Construction Company, Contractor

  	P-12-200-4153NA Klamath Project - Oregon-California. Placing 8, 6, and 4-inch perforated plastic pipe with drain guard approximately 6 ft. deep, 3 ft. inside our right of way between Sta. 210 and 267, ...
  	Citation × Citation Citation Abstract Copy Title: Klamath Straits Drain Enlargement, Lower Klamath Lake Division - Specs. 200C-922, Patterson Construction Company, Contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1976, 2009, 2006 P-12-200-4153NA Klamath Project - Oregon-California. Placing 8, 6, and 4-inch perforated plastic pipe with drain guard approximately 6 ft. deep, 3 ft. inside our right of way between Sta. 210 and 267, on western side of Straits Drain. This is adjacent to Clyde Horsley's Property and is in lieu of an open toe drain. Hoes Trencher installing 8-inch pipe at Sta. 214, looking north. The coulters on back of trencher pull dirt back into trench and over pipe to keep it from floating; May 1976; USBR photo by D. W. Stein Title: Klamath Straits Drain Enlargement, Lower Klamath Lake Division - Specs. 200C-922, Patterson Construction Company, Contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1976, 2009, 2006 P-12-200-4153NA Klamath Project - Oregon-California. Placing 8, 6, and 4-inch perforated plastic pipe with drain guard approximately 6 ft. deep, 3 ft. inside our right of way between Sta. 210 and 267, on western side of Straits Drain. This is adjacent to Clyde Horsley's Property and is in lieu of an open toe drain. Hoes Trencher installing 8-inch pipe at Sta. 214, looking north. The coulters on back of trencher pull dirt back into trench and over pipe to keep it from floating; May 1976; USBR photo by D. W. Stein Close