APPENDIX F Design criteria: The stability factors and loadings used in the design of the spillway and outlet works were as follows: Design of all concrete structures was based on concrete of 3,000 pounds per square inch compressive strength at 28 days and a modular ratio of 10. Allowable working stresses in pounds per square inch for all concrete structures except pressure and horseshoe conduits, for which other steel tension and concrete compressive stresses were used under certain loading conditions, are indicated below: Allowable steel tension and concrete compressive stresses in pounds per square inch for conduits are as follows: APPENDIX G List of applicable drawings: Drawing No. 328-D-902 328-D-908 328-D-945 328-D-946 328-D-947 328-D-948 328-D-949 328-D-950 328-D-951 328-D-980 328-D-993 328-D-999 328-D-1000 328-D-1024 328-D-1328 328-D-1415 40-D-2334 40-D-4554 40-D-4631 Location Map Title Canal Outlet Works--Gate Installations General Plan and Sections Spillway--Plan and Sections Spillway Gate Structure and Nonoverflow Abutments-- Gate Structure--Crest, Pier, and Bridge Details Control Arrangement Canal Outlet Works--Plan and Sections Canal Outlet Works--Gate Chambers and Stilling Well Details Location and Logs of Exploration Holes Swanson Reservoir Area--Railroad and Highway Relocation Plan of Borrow Areas and Logs of Exploration Holes Spillway 42- by 30-foot Radial Gate--General Flood Routing Curves Canal Outlet Works--Discharge Curves 6-foot 0-inch x 7-foot 6-inch High Pressure Gate Typical Terminal Well for 40 Piezometer Tips References: APPENDIX H Technical Publications "API-ASME Code for the Design, Construction, Inspection and Repair of Unfired Pressure Vessels for Petroleum Liquids and Gasses"-American Petroleum Institute and American Society of Mechanical Engineers. "Earth Manual," Bureau of Reclamation, June 1951 "Railway Engineering Manual. " 1948 Edition--American Railway Association "Recommended Practice and Standard Specifications for Concrete and Reinforced Concrete"--Report of Joint Committee on Standard Specifications for Concrete and Reinforced Concrete, ASCE, June 1940 "Specifications for Concrete and Reinforced Concrete Railroad Bridges and other Structures"--American Railway Engineering Association "Specifications for Steel Railway Bridges" 1946--American Railway Engineering Association "Studies of Crests for Overfall Dams," Bureau of Reclamation, Boulder Canyon Final Reports, Part VI, Bulletin 3 "Standard Specifications for Highway Bridges, " 5th Edition, American Association of State Highway Officials Bureau of Reclamation Reports (Unpublished) "Construction Materials Report--Trenton Dam, " Report No. M1-5, July 17, 1950 "Hydraulic Model Studies of Trenton Dam Spillway," Report No. Hyd-301, March 7, 1952 "Hydraulic Model Studies of the Regulating Gate and Stilling Well-Trenton Dam and Canal Outlet Works," Report No. Hyd-300, April 11, 1951 "Laboratory Investigations of Concrete Sand, Trenton Dam, " Report No. C-466, November 30, 1949 "Laboratory Tests of Loess Material for the Foundations and Embankments of the Railroad Relocation of Trenton Dam," Report No. EM-232, May 16, 1950 "Laboratory Tests on Foundation Samples from Culbertson Dam Site,' Report No. EM-187, October 18, 1948 "Petrographic Characteristics of Loess, Trenton Dam, Report No. Pet-93, July 19, 1949 "Trenton Dam, Designers' Operating Criteria," August 1953 GPO 849406 |