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

  	P12-201-4551NA Klamath Project, OR-CA. Center Canal Flume Bridge. Second return trench was cut into portions of the pile trench and worked well along with other measures to contain jet return; April ...
  	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 P12-201-4551NA Klamath Project, OR-CA. Center Canal Flume Bridge. Second return trench was cut into portions of the pile trench and worked well along with other measures to contain jet return; April 6, 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 P12-201-4551NA Klamath Project, OR-CA. Center Canal Flume Bridge. Second return trench was cut into portions of the pile trench and worked well along with other measures to contain jet return; April 6, 1978; USBR photo by D.J. Kline Close

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

  	P12-201-4559NA Klamath Project, OR-CA. Center Canal Flume Bridge. Note 3' long x 1' wide x 1/4 " steel (Schedule 20) sleeves to be used by RHC to splice piles that did not reach minimum penetration; ...
  	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 P12-201-4559NA Klamath Project, OR-CA. Center Canal Flume Bridge. Note 3' long x 1' wide x 1/4 " steel (Schedule 20) sleeves to be used by RHC to splice piles that did not reach minimum penetration; April 4, 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 P12-201-4559NA Klamath Project, OR-CA. Center Canal Flume Bridge. Note 3' long x 1' wide x 1/4 " steel (Schedule 20) sleeves to be used by RHC to splice piles that did not reach minimum penetration; April 4, 1978; USBR photo by D.J. Kline Close

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

  	P12-201-4560NA Klamath Project, OR-CA. Center Canal Flume Bridge. Two holes precut into steel sleeve on one side only, prior to pile fitting; April 4, 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 P12-201-4560NA Klamath Project, OR-CA. Center Canal Flume Bridge. Two holes precut into steel sleeve on one side only, prior to pile fitting; April 4, 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 P12-201-4560NA Klamath Project, OR-CA. Center Canal Flume Bridge. Two holes precut into steel sleeve on one side only, prior to pile fitting; April 4, 1978; USBR photo by D.J. Kline Close

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

  	P12-201-4561NA Klamath Project, OR-CA. Center Canal Flume Bridge. Flume Bridge south abutment. Original driven pile trimmed and ready to receive steel splice sleeve; April 4, 1978; USBR photo by D.J. ...
  	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 P12-201-4561NA Klamath Project, OR-CA. Center Canal Flume Bridge. Flume Bridge south abutment. Original driven pile trimmed and ready to receive steel splice sleeve; April 4, 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 P12-201-4561NA Klamath Project, OR-CA. Center Canal Flume Bridge. Flume Bridge south abutment. Original driven pile trimmed and ready to receive steel splice sleeve; April 4, 1978; USBR photo by D.J. Kline Close

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

  	P12-201-4562NA Klamath Project, OR-CA. Center Canal Flume Bridge. The steel sleeve was placed on the pile and the holes in the sleeve were marked on the pile. The sleeve was then removed and a ship's ...
  	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 P12-201-4562NA Klamath Project, OR-CA. Center Canal Flume Bridge. The steel sleeve was placed on the pile and the holes in the sleeve were marked on the pile. The sleeve was then removed and a ship's auger purchased for this operation was used to drill the holes through the piling; April 4, 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 P12-201-4562NA Klamath Project, OR-CA. Center Canal Flume Bridge. The steel sleeve was placed on the pile and the holes in the sleeve were marked on the pile. The sleeve was then removed and a ship's auger purchased for this operation was used to drill the holes through the piling; April 4, 1978; USBR photo by D.J. Kline Close

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

  	P12-201-4563NA Klamath Project, OR-CA. Center Canal Flume Bridge. Torquing the 14" x 3/4" steel bolts connecting the steel sleeve to bottom piling; April 4, 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 P12-201-4563NA Klamath Project, OR-CA. Center Canal Flume Bridge. Torquing the 14" x 3/4" steel bolts connecting the steel sleeve to bottom piling; April 4, 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 P12-201-4563NA Klamath Project, OR-CA. Center Canal Flume Bridge. Torquing the 14" x 3/4" steel bolts connecting the steel sleeve to bottom piling; April 4, 1978; USBR photo by D.J. Kline Close

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

  	P12-201-4564NA Klamath Project, OR-CA. Center Canal Flume Bridge. The top or splice piling is inserted into the sleeve and then the ship's auger was used to bore out the hole for the 3/4 " bolt; April ...
  	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 P12-201-4564NA Klamath Project, OR-CA. Center Canal Flume Bridge. The top or splice piling is inserted into the sleeve and then the ship's auger was used to bore out the hole for the 3/4 " bolt; April 4, 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 P12-201-4564NA Klamath Project, OR-CA. Center Canal Flume Bridge. The top or splice piling is inserted into the sleeve and then the ship's auger was used to bore out the hole for the 3/4 " bolt; April 4, 1978; USBR photo by D.J. Kline Close

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

  	P12-201-4565NA Klamath Project, OR-CA. Center Canal Flume Bridge. After the 3/4" hole was augered, a steel pin was used to punch a mark on the opposite side of the steel sleeve. Then an oxy-acetylene ...
  	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 P12-201-4565NA Klamath Project, OR-CA. Center Canal Flume Bridge. After the 3/4" hole was augered, a steel pin was used to punch a mark on the opposite side of the steel sleeve. Then an oxy-acetylene torch was used to cut a hole in the steel sleeve; April 4, 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 P12-201-4565NA Klamath Project, OR-CA. Center Canal Flume Bridge. After the 3/4" hole was augered, a steel pin was used to punch a mark on the opposite side of the steel sleeve. Then an oxy-acetylene torch was used to cut a hole in the steel sleeve; April 4, 1978; USBR photo by D.J. Kline Close

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

  	P12-201-4566NA Klamath Project, OR-CA. Ady Canal -- Siphon hydrostatic test -- Plant FF. Siphon inlet transition was flooded as shown to fill 84" RCP prior to testing 84" CMP; April 6, 1978; USBR photo ...
  	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 P12-201-4566NA Klamath Project, OR-CA. Ady Canal -- Siphon hydrostatic test -- Plant FF. Siphon inlet transition was flooded as shown to fill 84" RCP prior to testing 84" CMP; April 6, 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 P12-201-4566NA Klamath Project, OR-CA. Ady Canal -- Siphon hydrostatic test -- Plant FF. Siphon inlet transition was flooded as shown to fill 84" RCP prior to testing 84" CMP; April 6, 1978; USBR photo by D.J. Kline Close

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

  	P12-201-4567NA Klamath Project, OR-CA. Ady Canal -- Siphon hydrostatic test -- Plant FF. Siphon outlet transition wa also flooded prior to CMP test as shown; April 6, 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 P12-201-4567NA Klamath Project, OR-CA. Ady Canal -- Siphon hydrostatic test -- Plant FF. Siphon outlet transition wa also flooded prior to CMP test as shown; April 6, 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 P12-201-4567NA Klamath Project, OR-CA. Ady Canal -- Siphon hydrostatic test -- Plant FF. Siphon outlet transition wa also flooded prior to CMP test as shown; April 6, 1978; USBR photo by D.J. Kline Close