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  • 2159
    Roll 2 No. 4 - Klamath Project. Note heaving and disintegration. Joint has been patched, but insufficient allowance for expansion has resulted in additional disintegration; October 19, 1948; Photo by ...
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  • 2161
    Roll 2 No. 7 - Klamath Project. Four-inch concrete lining placed in 1940. Sections 10 feet, with plain joints slightly opened. Concrete in excellent condition; October 19, 1948; Photo by H. F. Tolley...
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  • 2163
    Roll 3 No. 4 - Klamath Project; October 19, 1948; Photo by H. F. Tolley
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  • 2164
    Roll 3 No. 5 - Klamath Project. Note horizontal and vertical cracking, with severe weathering. Also, note bulging of sides, particularly on left side of picture; October 20, 1948; Photo by H. F. Tolley ...
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  • 2166
    Roll 3 No. 7 - Klamath Project. Note large hole, with earth backing of panels washed out. Surface of concrete completely gone; October 20, 1948; Photo by H. F. Tolley
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  • 2167
    Roll 3 - No. 8 - Klamath Project. The section on the left is a replaced section of reinforced concrete and the one on the right an old section in need of replacement October 20, 1948; Photo by H. F. To...
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  • 3411
    C12-200-2706 - Klamath Project - TULE LAKE SUMP 3 - Specs. No. DC-5389 - N-1 Lateral. Recently-discovered crack in bottom of N-1 Lateral. View looking upstream near Sta. 102. Lateral was in use during ...
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  • 3412
    P12-200-2707 - Klamath Project - TULE LAKE SUMP 3 - Specs. No. DC-5389 - N-1 Lateral. View of berm and drain adjacent to cracked section of lateral. Note no significant evidence of movement or uplift ...
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  • 3415
    P12-200-2710 - Klamath Project - TULE LAKE SUMP 3 - Contract Unit 1 - Specs. DC-5389 - N-1 Lateral. View of water standing on lining directly over crack four days after storm of February 1-3, 1963. Note ...
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  • 2618
    KP-1981-R2 - Klamath Project. Lost River Channel Improvement, Langell Valley. Sta.454-00. Picture taken underneath bridge showing vertical cracks in piling. This pile will remain under bridge. Bob Caster, ...
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