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P12-201-4554NA Klamath Project, OR-CA. Pumping Plant E Bridge. Note that hillman rollers pivot for the turn under full load and with load stationary; April 1978; USBR photo by D.J. Kline
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P12-201-4555NA Klamath Project, OR-CA. Pumping Plant E Bridge. At this point contractor has travelled main traverse and is getting positioned to travel laterally with bridge section; April 1978; USBR ...
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P12-201-4556NA Klamath Project, OR-CA. Pumping Plant E Bridge. Tow line is hooked up to HD-5 cat to provide momentum to bridge section across main traverse; April 1978; USBR photo by D.J. Kline
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P12-201-4557NA Klamath Project, OR-CA. Pumping Plant E Bridge. Bridge section is in position over abutments and is jacked down onto bearing pads in stages; April 1978; USBR photo by D.J. Kline
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P12-201-4558NA Klamath Project, OR-CA. Pumping Plant E Bridge. Completed and ready for travel; May 1978; USBR photo by D.J. Kline
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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; ...
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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
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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. ...
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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 ...
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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
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