STI/SPFA PIPE SECTION TECHNICAL PAPERS NAME OF DOCUMENT 108-Inch Diameter Steel Water Conduit Failure and Assessment of AWWA Practice 61-5/8" O.D. x .3174" Wall Thickness F.W. Test Stand TP&S Research Project F.O. 72003 - Test No. 2 61-5/8" O.D. x .3174" Wall Thickness F.W. Test Stand TP&S Research Project F.O. 72003 - Test No. 5 61-5/8" O.D. x .3174" Wall Thickness F.W. Test Stand TP&S Research Project F.O. 72003 - Test No. 6
ISSUE COMPANY
Thompson Pipe and Steel Company Thompson Pipe and Steel Company Thompson Pipe and Steel Company
Aboveground Pipeline Response to Random Ground Motion
ASCE
AWWA
An Approach to Extend Seismic Vulnerability Relationships for Large ASCE Diameter Pipelines Analysis of Alternative Pipe Materials for a Major Public Water ASCE Agency Analyzing Pipe Line Stresses Pipe Line Industry
AUTHOR Andrew Eberhardt
DATE 0987
Joints
September 20, 1984
Joints
September 19, 1984
Joints
Pradipta Banerji & Aurobindo Ghosh
1995
Seismic
Gouglas G. Honegger
1995
Seismic
1990
Design
February 1963
Design
Michael T. Stift & George F. Ruchti William E. Wilbur Patrick J. Regan & Richard Mattson (PG&E), Charles S. Ahlgren (ASCE) Jerome Q. Burns & Ralph M. Richard
Waterpower '95
Attenuation of Stresses for Buried Cylinders
ASCE
Autogenous Healing of Cracks in Cement-Mortar Linings for GrayIron and Ductile-Iron Water Pipe
AWWA
Basics of Flexible Pipe Structural Design
ASCE
Behavior of Large-Diameter Pipelines at Fault Crossings
ASME
Black Creed Hydro Project High-Line Cable Penstock Installation
Waterpower '95
Bolted Flanged Connections with Full Face Gaskets
WRC Bulletin 314
Buckling of Cylinders in a Confining Medium
ASCE
C.V. Chelapati & J.R. Allgood
1972
Buckling of Soil-Surounded Tubes
ASCE
Ulrich Luscher
November 1966
Buckling Resistance of Steel Liners for Circular Pressure Tunnels
Water Power
Ian W. McCaig & Paul J. Folberth July 1962
Cavitation Damage to Hydraulic Structures Centennial Water Pipelines
Steel Plate Engineering Data Vol 4. AWWA NACE Mid-America Corrosion Conference
Cheyenne Stage II Water Delivery Pipeline and Shoshone Municipal ASCE Water Supply Pipeline Comparing spiral with U & O Press Pipe Fabricator Magazine Corrosion Failures in the Water Industry Case Histories Henkels & McCoy, Inc.
Brittle Fracture
July 9, 1984
Assessment Methodology for Steel Penstocks
Buried Steel Penstocks
SUBJECT
Penstocks 1964
Ring Deflection, External Loads
Ernest F. Wagner
June 1974
Lining & Coating
R.C. Prevost & K.K. Kienow
1964
Ring Deflection, External Loads
T.P. Desmond, M.S. Power, C.L. 1995 Taylor & R.W. Lau Kenneth C. Fonnesbeck & Roger Ellicock (ASCE) A.E. Blach, A. Bazergui & R. May 1986 Baldur
1992 William J. Rahmeyer
May 1981
Walt Chapman
October 1995
Jeff B. Fuller & Edward A. Katana 1980 Ben Dolphin Michael J. Szeliga, P.E.
March/April 1980 September 1992
Seismic Penstocks Flanges Ring Deflection, External Loads Ring Deflection, External Loads Tunnel Liners Penstocks General Corrosion Design Spiral Pipe Corrosion 1
STI/SPFA PIPE SECTION TECHNICAL PAPERS Critical Vacuum in Buried Thin-Wall Steel Pipes Crushing Strength of Steel Pipe Lined and Coated with Cement Mortar
Buried Structures Laboratory
Reynold K. Watkins
December 1989
Vacuum
AISI SPFA
Leslie Paul & Owen F. Eide
October 1951
Vacuum
Deflection of Buried Pipes
ASCE
Demystifying Cathodic Protection Design of Buried, Pressurized, Flexible Pipe
SPFA - Bulletin No. 1-94 ASCE
Reynold K. Watkins & Albert B. Smith Donald M. Waters Reynold K. Watkins
January 1994 1970
Design of Circular Soil-Culvert Systems
Colorado State University
F. Dwayne Nielson
1970
Design of Flanges Design of Large Pipe Lines
ASCE
1931
Design of Large Pressure Conduits in Rock
ASCE
Herman Schorer F.W. Patterson, R.L. Clinch & I.W. McCaig
Design of Long-Span Self-supporting Steel Pipe
AWWA
Gairald H. Garrett
May 1948
E. Shaw Cole
June 1955
Russell E. Barnard
October 1950
Flanges
Nestor G. Ramos & Edward A. Abrams
January 1968
Tunnel Liners
H.S. Swanson, H.J. Chapton, W.J. Wilkinson, C.L. King & E.D. Nelson
June 1955
Wye Branch
Design of Steel Pipe with Cement Coating and Lining AWWA Design of Steel Ring Flanges for Water Works Service - A Progress AWWA Report State of California Resources Design of Tunnel Liners for Internal and External Pressure Agency, Department of Water Resources Design of Wye Branches for Steel Pipe
AWWA
Center for Acoustics, Design Requirement for Internally Pressurized, Apiral-Welded Thick- Mechanics and Materials, Dept. Thomas L. Geers Walled Cylindrial Shells of Mechanical Engineering, University of Colorado Design Standards for Large-Diameter Steel Water Pipe Designing and Installing Large Steel Water Mains to Prevent Failures Designing Steel Tunnel Liners for Hydro Plants Determination of stresses on Anchor Blocks
April 1974
December 1957
November 27, 1991
Ring Deflection, External Loads General Design Ring Deflection, External Loads Flanges Design Tunnel Liners Aboveground Pipelines Lining & Coating
Spiral Pipe
AWWA
Walter H. Cates
September 1950
AWWA
Stanley T. Fletcher
1982
Brittle Fracture
Hydro Review ASCE
Edgar T. Moore M.R. Bouchayer
October 1990 December 1959
Development and Use of the Modpares Device
ASCE
Journal of the Pipeline Division
January 1964
Tunnel Liners Design Ring Deflection, External Loads
Development of General Formulas for Bolted Flanges
Taylor Forge & Pipe Works
E.O. Waters, D.B. Rossheim. 1949 D.B. Wesstrom & F.S.G. Williams
Development of Minimum Pipe-Cover Requirements for C-5A and Other Aircraft Loadings
U.S. Army Engineer Waterways Experiment Station Soils & C.C.Calhoun, Jr., & H.H.Ulery, Jr. November 1973 Pavements Laboratory
E' and Its Variation with Depth
ASCE
Earhquake Loss Estimation Techniques for Pipelines
ASCE
James D. Hartley & James M. Duncan Donald Ballantyne
1987 1995
Design
Flanges
Ring Deflection, External Loads Ring Deflection, External Loads Seismic 2
STI/SPFA PIPE SECTION TECHNICAL PAPERS Earthquake Behavior of Buried Pipelines, Storage, Telecommunication, and Transportation Facilities Earthquake Vulnerability of Water Systems Effects of High-Strength Steel in the Design and Use of AWWA C200 Steel Water Pipe
ASME
PVP Vol 162
1989
Seismic
ASCE
Donald Ballantyne
February 1993
Seismic
AWWA
Dennis Dechant
1992
Design
Effects of High-Strength Steel in the Design of Steel Water Pipe
Underground Pipeline Engineering
Robert J. Card & Dennis A. Dechant
1992
General
Effects of Lateral Spreading on Buried Pipelines During the 1971 San Fernando Earthquake
ASCE
T.O. O'Rourke
1983
Seismic
J.J. Trott & J. Gaunt
1972
Experimental Work on Large Steel Pipeline at Kirtling External Corrosion - Introduction to Chemistry and Control Fabricated Steel Ring Flanges for Water Pipe Service for Low Pressures and Low Temperatures Failures of 108-Inch Steel Pipe Water Main Field Experiment on Behavior of continuous Water Main with a Miter Bend Flowing Water Prevents Freezing Freezing of Water in Exposed Pipelines Friction Factors for Large Conduits Flowing Full Frost Loadings on Underground Pipe Fundamentals of Weld Discontinuities and Their Significance
Transport & Road Research Laboratory, England AWWA M27 AWWA ASCE Japan Association of Water Steel Pipe Water & Sewer AWWA US Department fo the Interior Bureau of Reclamation AWWA Welding Research Council Bulletin 295
October 1991 H.O. Hill, W.W. Lewis & H.J. Easter Piotr D. Moncarz Nobuhisa Suzuki, Hiroshi Shima & Yoshiyuki Mohre D.S. Davis Thomas M. Riddick, Norman L. Lindsay & Antonio Tomassi
Sept 1944 1987
Ring Deflection, External Loads Corrosion Flanges Brittle Fracture Design
1965
General
November 1950
General
J.N. Bradley & L.R. Thompson
March 1951
General
Harry Smith
December 1976
Design
Carl D. Lundin
Welding
General Problem of Flange Design
Fred E. Cornwell
Flanges
History of Steel Water Pipe its Fabrication and Design Development
Walter H. Cates
Impact of Hydrocarbons on PE/PVC Pipes and Pipe Gaskets AWWA Research Foundation Influence of Circumferential Tension on the Transverse Bending of a Pressure Conduit on Concrete Masonry Supports in the Vicinity of the Support Calgon Co. (div. Of Hagan Influence of Water Composition on the Corrosion of Steel chemicals & Controls Inc.) Investigation & Rehabilitation of Seattle's Tolt Pipeline ASCE Large Diameter Pressure Pipeline Trenchless Rehabilitation ASCE Large Diameter, High-Pressure Steel Pipe Design AWWA Lifeline Utilities Lessons, Northridge Earthquake ASCE Pressure Vessels & Piping Load-Carrying Capacity of Welded Slip Joints Division, Journal of Pressure Vessel Technology
April 1971
General General Aboveground Pipelines
Pablo H. Arriaga George B. hatch & Owen Rice
June 1959
Walter F. Anton Michael R. Laderman J.A. McCullough Le Val Lund
1995 September 1991
M.S. Tawfil & T.D. O'Rourke Cornell University
February 1985
Long Span Pipe
Thompson Pipe & Steel Co.
Catalog B-2B
Microbiological Studies Reveal Significant Factors in Oil and Gas Pipeline Back-filled Ditched
Kansas State University Technical Bulletin 135
Dr. J.O. Harris
Corrosion Rehab Rehab Design Seismic Joints Aboveground Pipelines
December 1963
Corrosion
3
STI/SPFA PIPE SECTION TECHNICAL PAPERS Microtunneling Forces
NO-DI, A Division of MCP Industries, Inc.
Robert Lys, Jr. & Thomas M. Garrett
Minimum Cover for Buried Conduits Under Construction Loads
ASCE
Reynold K. Watkins
February 1968
Minimum Thickness for Handling Steel Pipes
Water Power & Dam construction
J. Parmakian
June 1982
Modules of Soil Reaction Values for Buried Flexible Pipe
ASCE
Amster K. Howard
January 1977
Mokelumne Aqueduct Seismic Upgrade Project
ASCE
Christopher F. dodge & David L. Pratt
1995
New bonded Tape coating Systems and Cathodic Protection applied Underground Pipeline to Non-Steel Water Pipelines: Quality Through Proper Design Engineering Specifications New Design Criteria for USBR Penstocks
ASCE
New High Pressure Steel ater Supply Line for Colorado Springs New Modulus of Soil Reaction - E' Values for Buried Thermoplastic Pipe Design New Steel Pipe Joining System for Trenchless Installation and Rehabilitation
AWWA ASCE ASCE
Design
James R. Noonan, Bryan M. Bradish, P.E. Harold G. Arthur & John J. Walker E.L. Mosley Jey K. Jeyapalan & Peggy A. Jaramillo Michael E. Argent, David A. Pecknold & Rami M. HajAli
August 1940
General Ring Deflection, External Loads
1993
Design
Observations on Mortar Lining of Steel Pipelines
ASCE
Samuel Aronl, G. Louis Fletcher
November 1979
San Diego County Water Authority US Department fo the Interior Bureau of Reclamation
Ergun Bakall, Michael T. Stift & Paul W. Johnson Boulder Canyon Project Final Reports Patrick J. Regan, Charles S. Ahlgren (PG&E) & Michael L. Miller (ASCE)
Waterpower '95
Performance of Ductile-Iron Pipe in Soils
Journal American Water Works Melvin Ronanoff Association, "Vol. 60, No. 6
Permeation of Organic Contminants through PVC Pipes
Iowa State University
Permeation of Petroleum-Based Aromatic Componds Through Iowa State University Polyethylene Pipes Under Simulated Field Conditions Physical, Chemical, Electrical, and Biological Aspects Relating to the Kansas State University Dept. Bonc or Unbonding of Coatings of Bacteriology
1940
June 1968
May 4, 1961
ASCE
1963
Pipeline Crossings Under Railroads and Highways
Iowa State University
Merlin G. Spangler
1964
Pipeline Leak Repair Methods
Brico Industries, Inc.
Robert J. Card
1997
Bureau of Reclamation
Pipe Restraints: Design Fallacies
Lining & Coating
Penstocks Penstocks
Geotechnical Branch Training Manual No. 7 PatrickJ. Creegan
Pipe Bedding and Backfill
Corrosion
Rehab
Feng Mao, James A. Gaunt & Say May 2009 Kee Ong Feng Mao, James A. Gaunt & Say 2006 Kee Ong Dr. J.O. Harris
Seismic
Penstocks
1985
Penstock Evaluation Using Risk Assessment Methodologies
Ring Deflection, External Loads
January 1970
Marin Municipao Water District, Theodore D. Harrington, P.E. Corte Madera, CA
Penstock Analysis and Stiffener Design
Design
Corrosion
Nuts and Bolts of a corrosion Control Program
PCCP Inspection and Remediation Methods
Ring Deflection, External Loads
1981
Corrosion General General Corrosion Ring Deflection, External Loads Design Ring Deflection, External Loads Rehab 4
STI/SPFA PIPE SECTION TECHNICAL PAPERS Robert V. Phillips, Roland Triay Jr., & Stephen M. Marynick T.O. O'Rourke, Michael J. O'Rourke Graydon E. Burnett & Carl E. Selander Ben S. Morrow R.D. Stout Amster K. Howard, Leo Kinney & Richard Fuerst
Pipeline Problems - Brittle Fracture, Joint Stresses, and Welding
AWWA
Pipeline Response to Permanent Ground Deformation: A Benchmark Case
ASCE
Plastic Linings and Coatings for Steel Water Pipe
AWWA
Portland's New Transmission Line Postweld Heat Treatment of Pressure Vessel Steels
AWWA WRC Bulletin 302
Prediction of Flexible Pipe Deflection
Bureau of Reclamation
Prediction of Pitting Rates in Ferrous Metals from Soil Parameters
Journal AWWA
John R. Rossum
Pressure Vessel Stress Test Results Proper Steel Pipeline Design
Thompson Pipe & Steel AWWA
Bridge Diagnostics, Inc. Kenneth G. Wilkes
February 1994 February 1973
Joints Brittle Fracture
Proposed Reinforcement Design Procedure for Radial Nozzles in Spherical Shells with Internal Pressure (Phase Report No. 1) and Proposed Reinforcement Desigh Procedure for Radial Nozzles in Cylindrical Shells with Internal Pressure (Phase Report No. 4)
ASCE
R.L. Cloud & E.C. Rodabaugh
October 1968
Design
I. Cornet
March 1967
James R. Noonan
June 1996
General
E.C. Goodling
August 1978
Design
February 1961
Design
Protection with Mortar Coatings, Coating thickness Governs Degree University of California, of Protection Berkeley Proven Economic Performance of Cathodic Protection and SPFA - Bulletin No. 6-6 Anticorrosion Systems in the Water Pipeline Industry Providing Flexibility in Underground, Continuous-Welded Steel Pipe Plant Engineering Rational Design for Pipelines Across Inundated Areas
ASCE
Recent Advances in Lifeline Earthquake Engineering in Japan Reinforcement of Branch Pieces Relative Earthquake Vulnerability of Water Pipe Relining of Jordan Aqueduct, Reach 3 Repair of Large Water Mains
ASME British ASME Bureau of Reclamation ASCE US Department fo the Interior Bureau of Reclamation
Review of Penstock Branch Connections Ring Deflection of Buried Pipes Ruptured Water Pipe Repaired with Steel Plate Liners Seismic Damage Estimation for Buried Pipeline Systems Seismic Performance of Van Norman Water Lifelines Shielding Effects of Concrete and Urethane Foam External Pipeline Barrier Coatings Shop and Field Inspection of Steel Water Mains Slurry Handling Systems Soil Compaction and Equipment for Confined Areas
Utah State University Water/Engineering & Management ASME ASCE MP Magazine Steel Main Inspection Slurry Systems Wacker Corporation
July 1972 1995
Seismic
April 1958
Lining & Coating
May 1954 1985
General Welding Ring Deflection, External Loads
Janusry 1995
Corrosion
Tank Committee on floatiation Studies & Pipeline Installations PVP Vol 43 J.S. Blair Donald Ballantyne Douglas H. Wegener Kirby Shaddix
1980 June 1946 1995
Frederick O. Ruud
August 10-20, 1985
Reynold K. Watkins & Albert B. Smith
May 1966
William F. Heubach Craig A. Davis & J.P. Bardet Daniel P. Werner, Thomas J. Barlo, Keith E.W. Coulson Edward J. Clark T.C. Aude
Brittle Fracture
1987
Corrosion
Seismic Wye Branch Seismic Rehab Rehab Penstocks Lining & Coating
December 1988
Rehab
1995
Seismic Seismic
February 1992 August 1949 December 1972
Corrosion General Design Design
5
STI/SPFA PIPE SECTION TECHNICAL PAPERS
Some Characteristics of the Modulus of Passive Resistance of Soil: Iowa State University A Study in Similitude Specify the Right Steel for your Steel Water Pipe ASCE Spiral-weld pipe meets high-pressure needs Oil & Gas Journal
T.D. O'Rourke, S.L.El-Gharbawy & H.E. Stewart Reynold K Watkins & M.G. Spangler George J. Tupac Baldur Sommer
1995 February 1, 1982
Stability of Pipeline when Excavatting a Parallel Trench
Utah State University
Reynold K Watkins
October 1969
SPFA - Bulletin No. 11-3
John M Barsom
November 1993
General
ASME
Michael J. O'Rourke
1995
Seismic
1974
Design
1947
Flanges
1942
Rehab
1996 1990
Design Joints
Soil Loads at Pipeline Crossings
Steel for Welded Water Pipe - Fracture Toughness and Structural Performance Steel Pipe Wrinkling due to Longitudinal Permanent Ground Deformation
ASCE
Steel Pipeline Design - 4 Papers on Steel Pipeline Design (Slurry, Liquid Petroleum Gas & Water)
ASCE
Steel Ring Flanges for Steel Pipe
American Rolling Mill Co.
Steel Siphon Rehabilitation on the Los Angeles Aqueduct
AWWA
Steel Water Pipe for Exposed and Buried Crossings Strength of Bell-and-Spigot Joints
ASCE ASCE US Department fo the Interior Bureau of Reclamation
Stress Analysis of Hydraulic Turbine Parts Stress Analysis of Pipe Shell Supported on Saddles
Ralph C. Hughes, William R. DeKeyser, Lowell L Elder & G.R. Wilson Harry LaTour & Russell Barnard W.W. Hurlbut, Burton S. Grant & H. Arthur Price George Ruchti & Robert Card Roger L. Brockenbrough
1993 1950
Ring Deflection, External Loads Design Spiral Pipe Ring Deflection, External Loads
Frederick O. Ruud
July 1962
H.J. Hahm
October 1957
Aboveground Pipelines Wye Branch
Stress Analysis of Wye Branches
US Department of the Interior, Bureau of Reclamation
F.O. Ruud
August 1964
Stresses in Steel Pipelines at Saddle Supports
Australian
R.D. Stokes
1965
Structural Design of Buried Circular Conduits
Utah State University
Reynold K. Watkins
January 1966
Structural Design of Pipeline Casing Pipes
ASCE
Merlin G. Spangler
October 1968
Structural Investigation of Penstock Y-Branch
ASCE
M. Kaltsouni
1995
Structures in Soil Under High Loads
ASCE
Jay R. Allgood
April 1970
Sudden Pressure Drop and Pipeline Failure - Case Studies
AWWA
Tacoma's Second Supply Project Challenges and Solutions
ASCE
E. John List Roger Beieler, Craig Gibson & Tim Larson
Technical Work on Flexible Pipe/Soil Interaction Overview
ASCE
Tests of Cylindrical Shells
University of Illinois
The Efficiency of Single Fillet Welded Circumferential Pipe Joints on United States Steel 48" I.D. Welded Steel Pipe Journal of Pressure Vessel The Interface Boundary Conditions for Bolted Flanged Connections Technology
Design
Jay Schrock
Penstocks
Aboveground Pipelines Ring Deflection, External Loads Ring Deflection, External Loads Wye Branch Ring Deflection, External Loads General General
1990
Wilbur M. Wilson & Emery D. Olson Consolidated Western Steel, Division of USS
Tests Performed 1958 Dated September 1962
J.C. Thompson
November 1976
Ring Deflection, External Loads Design Joints Flanges 6
STI/SPFA PIPE SECTION TECHNICAL PAPERS The Langelier Index
AWWA
R. Rhodes Trussell, Larry L. Russell
The Manufacture and Use of High Yield Strength Spiral Welded Pipes
Hoesch Rohrenwerke AG
Heinz Grohs
June 1971
The Strain Equation - Incidence on Buried Steel Pipe Design
ASCE
R.C. Prevost
1995
The Z-Joint for Steel Pipe
AWWA
Tadaaki Naruse & Jun'etsu Niizawa
August 1976
Thompson Pipe and Steel Co. 25-3/8" O.D. x .188 Wall Test Stand
Thompson Pipe and Steel Company
Time-Deflection Field Test of 120-cm Steel, Fiberglass, and Pretensioned Concrete Pipe
ASCE
Transport of Material by Fluids in Pipes Transportation of Solids in Steel Pipelines
General
October 2, 1981 Amster Howard
Colorado State University - Civil A.R. Chamerlain, N. Yotsukura, Engineering Section S.S. Karaki & M.L. Albertson Colorado State University School of Mines Research Foundation
1995 August 1960 1963
Trench Widths for Buried Pipes
ASCE
Reynold King Watkins
1995
Underground Conduits - An Appraisal of Modern Research
ASCE
M.G. Spangler
1964
Underground Pipeline Materials, Design and Construction: What Have We Learned During 1985-1995? Where Do We Go From Here?
American Ventures Inc.
Jey K. Jeyapalan, Wesley E. Saleira
Use of a Trench Liner Fabric for Stabilization of Soil-ipe System Use of High-Tensil Steels (High-Pressure Tansmission Lines
AWWA
Vacuum Design of Welded Steel Pioe Buried in Poor Soil
AISI SPFA
Vertical Pressue on the Base of a Conical Stockfile of Cohesionless Utah State University Soil US Department fo the Interior Welded Steel Penstocks: Design and Construction Bureau of Reclamation Steel Plate Engineering Data Welded Steel Pipe Revised Edition - 1996 Vol 3. What Designers Should Know About Fracture Toughness ASCE Witnessing of Measurement and Hydrostatic Testing of Steel Pipe, Thompson Pipe and Steel 61-5/8 inch Outside Diameter Field Weld Bell and Spigot Joint - 4° Company Miter Cut at your Plant (Q4154) Witnessing of Measurement and Hydrostatic Testing of Steel Pipe, Thompson Pipe and Steel 61-5/8 inch Outside Diameter Field Weld Test No. 1 Bell and Spigot Company Joint - at your Plant (Q4154) Witnessing of Measurement and Hydrostatic Testing of Steel Pipe, Thompson Pipe and Steel 61-5/8" Outside Diameter Field Weld Test No. 3 Bell and Spigot Company Joint at your Plant (Q-4154)
Spiral Pipe Ring Deflection, External Loads General Joints Ring Deflection, External Loads Transport of Materials in Fluids Transport of Materials in Fluids Ring Deflection, External Loads Ring Deflection, External Loads Design
Jeff B. Arnold
October 1988
H. Arthur Price Reynold K. Watkins & George J. Tupac Reynold K. Watkins & Mikal McKinnon
1960
P.J. Bier
July 1949
Ring Deflection, External Loads Design Vacuum
January 1968
Ring Deflection, External Loads Penstocks
1996
General
Arthur I. Elliott
1928
Brittle Fracture
Gregory R. Wessel
September 21, 1984
Joints
Gregory R. Wessel
July 9, 1984
Joints
Gregory R. Wessel
July 24, 1984
Joints
7
STI/SPFA PIPE SECTION TECHNICAL PAPERS Witnessing of Measurement and Hydrostatic Testing of Steel Pipe, 61-5/8" Outside Diameter, 0.3174 Thickness Field Test No. 4 Lap Joint Spigott at your Plant (Q-4154)
Thompson Pipe and Steel Company
Mark A. Stadig
August 24, 1984
Joints
8