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  • 4638
    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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  • 4639
    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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  • 4640
    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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  • 4641
    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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  • 4642
    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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  • 4643
    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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  • 4644
    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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  • 4645
    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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  • 4646
    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 ...
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  • 4647
    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 ...
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