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