John W. Fisher papersSC MS 0165
This finding aid was produced using ArchivesSpace on May 19, 2016. Finding aid written in English. DACS
Grant Projects Test Repository Linderman Library 30 Library Drive Bethlehem, PA 18015 610-758-4506 [email protected] URL: http://library.lehigh.edu/collections/special_collections John W. Fisher papersSC MS 0165
Table of Contents
Summary Information ...... 8 Historical/Biographical Note: ...... 8 Scope and Contents of the Collection ...... 11 Administrative Information ...... 11 Related Materials ...... 12 Collection Inventory ...... 12 FILE BOX 1 ...... 12 FILE BOX 2 ...... 13 FILE BOX 3 ...... 14 FILE BOX 4 ...... 15 FILE BOX 5 ...... 16 FILE BOX 6 ...... 17 FILE BOX 7 ...... 18 FILE BOX 8 ...... 19 FILE BOX 9 ...... 19 FILE BOX 10 ...... 20 FILE BOX 11 ...... 21 FILE BOX 12 ...... 22 FILE BOX 13 ...... 24 FILE BOX 14 ...... 25 FILE BOX 15 ...... 26 FILE BOX 16 ...... 27 FILE BOX 17 ...... 27 FILE BOX 18 ...... 29 FILE BOX 19 ...... 31 FILE BOX 20 ...... 32 FILE BOX 21 ...... 32 FILE BOX 22 ...... 33 FILE BOX 23 ...... 34 FILE BOX 24 ...... 36 FILE BOX 25 ...... 37 FILE BOX 26 ...... 37 FILE BOX 27 ...... 38
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Summary Information
Repository: Grant Projects Test Repository Title: John W. Fisher papers ID: SC MS 0165 Date [bulk]: 1962-2008 Date [inclusive]: 1962-2008 Physical Description: 102 Linear Feet 204 boxes Language of the English Material: Language of the English Material: Abstract: John W. Fisher is renowned in the field of structural engineering for his work with steel connection design, specifically bolts, welding and fatigue. He is also known for the founding of the ATLSS Facility on Lehigh University’s Mountaintop Campus that is used to test and observe the reactions of large structural systems. The majority of this collection are forensic investigations of fatigue and connection failure, other projects include independent research, rehabilitation projects and specification design. Preferred Citation
[Identification of item], John W. Fisher papers, SC MS 0165, Special Collections, Linderman Library, Lehigh University, Bethlehem, PA
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Historical/Biographical Note:
Dr. John Fisher has been a member of the Lehigh University faculty since 1964. He was promoted to Professor of Civil Engineering in 1969, and in 1988 was awarded the Joseph T Stuart Chair in Civil Engineering. He became Professor Emeritus in September 2002. He served as Associate Director of the Fritz Engineering Laboratory between 1971 and 1985. Between July 1984 and August 1985 he was acting as Co-Chairman of the Department of Civil Engineering. He became Director of the NSF Engineering Research Center, Advanced Technology for Large Structural Systems (ATLSS), upon - Page 8- John W. Fisher papersSC MS 0165 its award to Lehigh in May 1986 and continued in that role until August 1999. Prior to joining the Lehigh staff, he was Assistant Bridge Research Engineer with the National Academy of Sciences at the AASHTO Road Test in Ottawa, Illinois for three years.
A native of Scott City, Missouri, Dr. Fisher graduated from Washington University in St. Louis, Missouri, in 1956 with the Bachelor of Science degree in Civil Engineering, and received his Master of Science and Doctor of Philosophy degrees from Lehigh University in 1958 and 1964, respectively. He served in the U.S. Army, 1951-1953, attending Officer Candidate School in Ft. Belvoir, VA and was commissioned a Second Lieutenant in 1952.
A structural engineer, he is a specialist in structural connections, the fatigue and fracture resistance of riveted, bolted and welded structures and the behavior and design of composite steel-concrete structures. He has been engaged in over 100 research projects in these areas since 1961, supervising 80 graduate research assistants on these projects.
Dr. Fisher was a member of the New York City Panel that was established to recommend a solution for the problems associated with the Williamsburg Bridge in 1987-88. He also served as a member of the New York State Bridge Safety Assurance Task Force 1988-1990. He served as a member of the Building Performance Study Team for the World Trade Center site for the Federal Emergency Management Agency and the American Society of Civil Engineers in 2001-2002. in 2002-2003 he served as a member of the FHWA/AASHTO Blue Ribbon Panel or Bridge and Tunnel Security.
Dr. Fisher received the Walter L. Huber Research Prize from the American Society of Civil Engineers in 1969 for research on high strength bolts, composite design of continuous beams, fatigue behavior of welded steel beams, field performance of bridges and behavior of rigid frame connections. Dr. Fisher received the American Welding Society Adams Memorial Membership Award in 1974 for recognition of advancing the knowledge of welding for undergraduate and graduate students. He was featured in Highway Research Profiles of Transportation Research News in 1975 for his outstanding contributions to highway research.
In 1977, Dr. Fisher received the T.R. Higgins Lectureship Award for outstanding contribution to engineering knowledge of fabricated structural steel as author of the paper “Fatigue Strength of Steel Beams with Welded Stiffeners and Attachments.”In 1979, Dr. Fisher received the American Society of Civil Engineering Ernest E. Howard Award for outstanding contributions to structural engineering through added understanding and design criteria in the area of fatigue, connections and composite action.
In 1980, Dr. Fisher was named Engineer of the Year by the Lehigh Valley Chapter of the Pennsylvania Society of Professional Engineers and was co-recipient of the American Society of Civil Engineers Raymond C. Reese Research Prize for the paper “Fatigue Strength of Fillet Welded Cruciform Joints,” coauthored by K. H. Frank.From March 1982 to August 1982, Dr. Fisher was Visiting Professor at the Swiss Federal Institute of Technology - Lausanne, Switzerland.
In 1983, Dr. Fisher was named Civil College Eminent Overseas Speaker by the Institution of Engineers, Australia. He was also awarded the Educational award from the Canadian Welding Institute in 1983.In 1984, Dr. Fisher was named Senior Visiting Scholar to the People’s Republic of China lecturing in Shanghai, Sian, Beijing, Chongqing and Wuhan. The same year he was the co-recipient of the Eleanor and Joseph F. Libsch Research Award at Lehigh University presented for outstanding research.
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In 1986 he was elected a member of the National Academy of Engineering. In 1987, he was named “Construction’s Man of the Year” by ENGINEERING NEWS RECORD; he was the first academic to receive this award. Also, Washington University presented him with the Engineering Alumni Achievement Award, and he was named Engineer of the Year by the Lehigh Valley Section of the American Society of Civil Engineers.He was awarded Docteur Honoris Causa by the Swiss Federal Institute of Technology in Lausanne, Switzerland in 1988, and elected a Corresponding Member of the Swiss Academy of Engineering Sciences in 1989.
He was elected an Honorary member of the American Society of Civil Engineers in 1989 and also named 1989 Engineer of the Year in Research by the Institute of Bridge Integrity and Safety. He was presented the Frank B. Brown Medal by the Franklin Institute in Philadelphia in 1992 for his contributions to the field of structural engineering. In 1995 his work was recognized with the award of the John A. Roebling Medal for Lifetime Achievement in Bridge Engineering.
In 1997, he had been honored twice with Distinguished Leaderships: The Transportation Research Board named him its its 1997 TRB Distinguished Lecturer and the International Institute of Welding named him to deliver its renowned Portevin Lecture for 1997. He was awarded the Cleveland Section ASCE G. Brooks Earnest Lecture Award in 1997.In 1999 he was named the Richard J. Carrol Memorial Lecture in Civil Engineering at Johns Hopkins University. He was named one of the 125 top people identified by ENR editors for outstanding contributions to the construction industry since 1874.
In 2000 he was chosen to receive the John Fritz Medal awarded by the five engineering societies of the United Engineering Foundation for extraordinary vision in researching safety and performance of steel structures, and leadership in making discerning judgments for the public good. He was also awarded the Transportation Research Board Roy W. Crum Distinguished Service Award for his contributions to bridge engineering and research in 2000. The International Association for Bridge and Structural Engineering elected him in 2001 Laureate of the International Award of Merit in Structural Engineering, and also in 2001 he was awarded the Achievement Educator Award of AISC.
Dr. Fisher is the principal co-author of A Fatigue Primer for Structural Engineers, which was published by the National Steel Bridge Alliance, AISC, in May 1998 and is the author of Fatigue and Fracture in Steel Bridges: Case Studies, John Wiley & Sons, April 1984. A Japanese language edition of this book was published in 1987. Also, he is the author of the American Institute of Steel Construction booklet Bridge Fatigue Guide - Design of Details, 1977. He is the principal author of the Guide for Design Criteria for Bolted and Riveted Joints, Wiley Interscience, 1974; a second edition 1987. He also is a coauthor of the book, Structural Steel Design, 1965 and 1974. He has published over 260 reports and articles which have appeared in scientific and engineering journals.
Dr. Fisher has developed and presented short courses on fatigue and fracture of bridge structures and inspection of bridges for the Federal Highway Administration, U.S. Department of Transportation, the Pennsylvania Department of Transportation and the New Jersey Department of Transportation. John Fisher has given over two hundred lectures and talks on the design and behavior of welded and bolted connections, design and behavior of composite members and fatigue and fracture of steel structures.
J. W. Fisher is listed in Who’s Who in the East, Who’s Who in America, Who’s Who in Engineering, Who’s Who in Technology Today, International Who’s Who in Engineering, American Men and Women of Science, Engineers of Distinction, Men of Achievement. He is a member of Tau Beta Pi, National
- Page 10- John W. Fisher papersSC MS 0165 Engineering Honor Society, Chi Epsilon National Civil Engineering Honor Society and Society of Sigma XI Honorary Scientific Research Society.
He is a member of the International Association of Bridge and Structural Engineers; American Society of Civil Engineers; the Pennsylvania Society of Professional Engineers; the National Society of Professional Engineers; the American Society for Engineering Education; American Railway Engineering and Maintenance-of-way Association, and the American Welding Society. He was Chairman of the Steel Bridge Committee of the Transportation Research Board, National Academy of Sciences (1974-1980) and served on the TRB Executive Committee (1997-2000). He is a member of the Research Council on Structural Joints; AREMA Com.15-Steel Structures; and the AISC Specification Com. He was Chairman of Task Com.11, Ontario Highway Bridge Design Codes. Dr. Fisher is a licensed Professional Engineer by the State of Illinois.
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Scope and Contents of the Collection
The collection is arranged by project and each series pertains to a different project. This includes ATLSS testing notes and correspondence, data and correspondence from the companies and organizations for whom Fisher worked with, and reports from Fisher’s peers and students. Of particular interest are his papers on the World Trade Center collapse in 2001.
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Administrative Information
Publication Statement Grant Projects Test Repository
Linderman Library 30 Library Drive Bethlehem, PA 18015 610-758-4506 [email protected] URL: http://library.lehigh.edu/collections/special_collections
Access Restrictions: Collection housed remotely. Users need to contact 24 hours in advance.
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Use Restrictions: Collection is open for research.
Copyright Notice: Please inquire about copyright information.
Acquisition Information Materials in collection were obtained from Dr. John Fisher, November 2009.
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Related Materials
Related Material Fritz Engineering Laboratory, ATLSS and Department of Civil and Environmental Engineering collections.
Separated Material: If any material has been removed from the collection, for cataloging, or for other reason, mention it here, such as books, maps, photographs, posters, etc.
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Collection Inventory
FILE BOX 1 Processing Information: Processing Information
Box 1
Title/Description Instances Canadian National Railways (CNR) box 1 file Folder 1
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Fraser River Bridge, New Westminster (1975, Mile 118.7, Yale box 1 folder 1 item 1.1 Subdivision): Aim to replace deteriorating timber trestle (with steel equivalent)
Technical Drawings: Details of floorbeams, diagonals, and posts box 1 folder 1 item 1.1.1
Photographs: Mile 118.7, Yale (15 count) box 1 folder 1 item 1.1.2
Telephone Calls: Conversation notes between Fisher and R. box 1 folder 1 item 1.1.3 Sweeney (Feb-June 1975)
Written Correspondence: Early correspondence detailing bridge box 1 folder 1 item 1.1.4 history and characteristics as well as possible solutions
Stresses in Hangers: Design calculations and structural analysis of box 1 folder 1 item 1.1.5 hangers for each proposed scenario
Stress Cycles: Graphed stress cycles under various loading box 1 folder 1 item 1.1.6 conditions, includes reference material Report No. ER-87 “The Effect of Unit Trains on Stress Occurrences”
Fracture and Fracture Strength: Calculations and analysis of pin box 1 folder 1 item 1.1.7 plate connections and joints
Traffic: History of traffic patterns with computed force box 1 folder 1 item 1.1.8 distributions and design calculations by R. Sweeney
Inspection Trip: Notes detailing the physical condition of the box 1 folder 1 item 1.1.9 bridge and all connection conditions
CNR Strain Gauge Testing: Test conducted and report written by box 1 folder 1 item 1.1.10 R.M. Hardy Associates Ltd.
CNR Investigative Report: Remaining useful life of Fraser River box 1 folder 1 item 1.1.11 Bridge (1975)
Fraser River Bridge, New Westminster (1976, Mile 118.7, Yale box 1 folder 1 item 1.2 Subdivision): Remediate damage caused by barge accident
News Articles: Newspaper clippings of barge accident box 1 folder 1 item 1.2.1
Damage Analysis: Report on estimated fatigue damage of Fraser box 1 folder 1 item 1.2.2 River Bridge (1976, Fisher)
Investigation of estimated fatigue damage (1979, CN Rail) box 1 folder 1 item 1
Fraser River Bridge, New Westminster (1991): In-depth box 1 folder 1 item 1.3 inspection and evaluation report (Draft copy produced by Modjeski and Masters)
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FILE BOX 2 Title/Description Instances Cisco Railway Bridge (1977, Mile 103.7, Ashcroft Subdivision): box 2 folder 1 item 1.4 Aim to restore bridge after fire
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Personal Notes: Contain telephone conversations with R. Sweeney box 2 folder 1 item 1.4.1 as well as rough calculations (References Basic Column Strength by ASCE)
Technical Drawings: Depict damaged sections, includes structural box 2 folder 1 item 1.4.2 and member analysis
Ottawa River Bridge (1980, Mile 21.4, Kingston Subdivision): In- box 2 folder 1 item 1.5 depth fatigue damage assessment (Vol. I, CNR)
Assiniboine River Bridge (1980, Mile 50.4, Rivers Subdivision): box 2 folder 1 item 1.6 In-depth fatigue damage assessment (Vol. I II, CNR)
Quebec Cartier Mining Bridge (1978, CANAC Consultants Ltd.): box 2 file Folder 2 Assessment of carrying capacity and useful life
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FILE BOX 3 Title/Description Instances AREA Special Project (1983-1985, S. Beisler): Investigation box 3 file Folder 3 of loading frequency and evaluation of stress cycles of railway bridges
French Broad Ivy Bridge (1983, Mile S-161.2): Includes box 3 folder 3 item 3.1 correspondence between Fisher, A. Piepmeier, and H. Cundiff pertaining to frequency of loading
Fatigue Assessment of Railway Bridges (1985): Correspondence box 3 folder 3 item 3.2 between Fisher and colleagues discussing assistant S. Beisler research of loading frequency and fatigue.
Shiloh-Cargill Tank Failure (1978-1982, Dayton Ohio): Analysis box 3 file Folder 4 of tank failure
Technical Drawings: Details of access door, tank, and door repair box 3 folder 4 item 4.1
Photographs: Linden, Indiana (5 count), Dayton, Ohio (17 count) box 3 folder 4 item 4.2
Written Correspondence: Details tank failure, includes the Packer box 3 folder 4 item 4.3.1 Engineering report, cost estimates of damage
Conversation between Fisher, Fang Associates, Inc. and Shiloh box 3 folder 4 item 4.3.2 Tank Erection Co., Inc. analyzing causes of failure and details an improved design to resist failure
Jeddo-Highland Coal Crane Failure (1981): Boom failure due to box 3 file Folder 5 fatigue cracking
Includes correspondence between Fisher and Jeddo-Highland, box 3 folder 5 item 1 technical drawings, and analysis and calculations.
Ontario Hydro (1980): Determination of connection type/size for box 3 file Folder 6 intake structure
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Technical Drawings: Details of intake structure girder and box 3 folder 6 item 6.1 floatation ring
Written Correspondence: Ontario Hydro seeks guidance in the box 3 folder 6 item 6.2 analysis of connection types from Fisher and M. Tse
Caltrans Light Pole Test (1981): Test study conducted on box 3 file Folder 7 connection mechanisms
Test Setup: Technical drawings detailing test setup specifications box 3 folder 7 item 7.1
Static Load Tests: Computed strain and deflection values for each box 3 folder 7 item 7.2 specimen
Dynamic Load Tests: Fatigue test of light poles box 3 folder 7 item 7.3
Load Displacement and Summary: Load/strain graphs, includes box 3 folder 7 item 7.4 chart detailing conclusions
Photographs: Black and white photos with description (35 count) box 3 folder 7 item 7.5
Bechtel Tests (1978-1980, Callaway Site): Various tests box 3 file Folder 8 conducted plates and connections
Embedded Plates with Bent Studs (1978) box 3 folder 8 item 8.1
Written Correspondence: Between Fisher and Bechtel Power Co., box 3 folder 8 item 8.1.1 includes preliminary draft
Final Report: Embedded Plates with Bent Studs (prepared by K. box 3 folder 8 item 8.1.2 Parikh)
Welds of Anchor Rods and Studs (1980) box 3 folder 8 item 8.2
Pull Rod Test: Includes results, schematic, and photos (2 count) box 3 folder 8 item 8.2.1
Correspondence: Details conversation between Bechtel and Fisher, box 3 folder 8 item 8.2.2 also includes receipts, work orders, and draft of report
Analysis: Detailed testing procedure and report on welds of box 3 folder 8 item 8.2.3 anchor rods and studs, references “Anchorage to Concrete” by R.W.Cannon et al.
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FILE BOX 4 Processing Information: Processing Information
Box 2
Title/Description Instances Pumphouse (1981): Testing procedure on failed anchor studs box 4 folder 8 item 8.3
Norfolk and Western Hannibal Bridge (1984, No. 234): box 4 file Folder 9 Assessment of fatigue damage
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Written Correspondence: Includes notes, work orders, and box 4 folder 9 item 9.1 photographs (copied)
Report: Final assessment (Report No. 484.1(84)): PDF box 4 folder 9 item 9.2 Available at HYPERLINK "http://preserve.lehigh.edu/ engr-civil-environmental-fritz-lab-reports/2283/" \h ;http:// preserve.lehigh.edu/engr-civil-environmental-fritz-lab- reports/2283/
AISC Specification Documents (1970-1994) box 4 file Folder 1
Bolts (1994): Changes to tension slip and bolt bearing box 4 folder 1 item 1.1 specifications
Correspondence: Detailed communication between committee box 4 folder 1 item 1.1.1 members as well as final draft
Testing: Results of bearing tests and calculated bolt bearing value box 4 folder 1 item 1.1.2
High Strength Bolts (1992): AISC Task Committee 110 (TC110) box 4 folder 1 item 1.2
Correspondence: Detailed conversation between committee box 4 folder 1 item 1.2.1 members about specification changes
Final Draft: Notes from the Nov. 1992 meeting, includes final box 4 folder 1 item 1.2.2 specification changes
Block Shear (1978) box 4 folder 1 item 1.3
Photographs: Depict beam web test (10 count) box 4 folder 1 item 1.3.1
Correspondence: Details of specification changes related to block box 4 folder 1 item 1.3.2 shear, includes some personal notes and calculations
Report on Bearing Strength of Bolted Connections (P.C. box 4 folder 1 item 1.3.3 Birkemoe): Includes draft
Connections (1978): Changes in shear lag specifications for box 4 folder 1 item 1.4 welded connections (TC108)
Connections (LRFD Spec.) (1981): Changes in LRFD box 4 folder 1 item 1.5 specifications
Correspondence (1980): Finalized specification changes box 4 folder 1 item 1.5.1
Correspondence (1981): Detailed conversation between the box 4 folder 1 item 1.5.2 Committee on Building Specifications discussing LRFD changes
Progress Report (1975): Tentative Load and Resistance Factor box 4 folder 1 item 1.5.3 Design Criteria for Connections (T.V. Galambos and M.K. Ravindra) (2 count)
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FILE BOX 5 Title/Description Instances Connections (1985): Load introduction - Page 16- John W. Fisher papersSC MS 0165
box 5 folder 1 item 1.6
Correspondence: AISC Task Committee 108 (TC108) box 5 folder 1 item 1.6.1
Report: Additions and adaptations made by TC108, box 5 folder 1 item 1.6.2 includes“Behavior of Webs of Rolled Sections Under In-Plane Compressive Edge Loads” (by M. Elgaaly, R. Salkar)
LRFD Specification (1981) box 5 folder 1 item 1.7
Correspondence: Correspondence detailing the simplification of box 5 folder 1 item 1.7.1 the revised LRFD specification
Tentative Load and Resistance Factor Design Criteria for Steel box 5 folder 1 item 1.7.2 Buildings
Load and Resistance Factor Design of Steel Building Structures box 5 folder 1 item 1.7.3
Load Factors for Wind and Snow Loads for use in Load and box 5 folder 1 item 1.7.4 Resistance Factor Design Criteria
Load and Resistance Factor Design Criteria for Steel Beams box 5 folder 1 item 1.7.5
Tenative Load and Resistance Factor Design Criteria for Steel box 5 folder 1 item 1.7.6 Plate Girders
Teaching LRFD: AISC initail publication box 5 folder 1 item 1.7.7
Engineering Journal (AISC): Intro to LRFD and proposed criteria box 5 folder 1 item 1.7.8
AISC Project 327: Study of Structural Reliability box 5 folder 1 item 1.8
Correspondence: Letter from T.V. Galambos (credited for reports) box 5 folder 1 item 1.8.1
Finalized Report: Includes ‘Load and Resistance Factor Design of box 5 folder 1 item 1.8.2 Anchor Bolts’, ‘Reliability of Welded Connections’, ‘Reliability of Connections, Joints and Fasteners’
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FILE BOX 6 Title/Description Instances Heavy Sections and Plates (1988) box 6 folder 1 item 1.9
Correspondence (1988): AISC committee on heavy shapes box 6 folder 1 item 1.9.1
Correspondence (1992): Revision of 1988 specifications box 6 folder 1 item 1.9.2
Composite Issues (1984): Study of design methods for composite box 6 folder 1 item 1.10 flooring
Welds box 6 folder 1 item 1.11
Report (1977): “Weldling in Structural Steel” (O.W. Blodgett) box 6 folder 1 item 1.11.1
Correspondence (1980): TC110 revision of weld specifications box 6 folder 1 item 1.11.2
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Report of Structural Steel Welding Committee of the American box 6 folder 1 item 1.11.3 Bureau of Welding (Sept. 1931)
AISC Committee on Specification Meetings box 6 file Folder 2
Committee on Specifications (Sept. 21, 1988) box 6 folder 2 item 2.1
Summary Report box 6 folder 2 item 2.1.1
Reliability of Structural Steel Systems (T.V. Galambos) box 6 folder 2 item 2.1.2
TC 108 (Nov. 17, 1992): Connections and Force Introduction box 6 folder 2 item 2.2
Committee on Specifications (Nov. 18, 1992) box 6 folder 2 item 2.3
Summary Report box 6 folder 2 item 2.3.1
Correspondence: Documented studies pertaining to specification box 6 folder 2 item 2.3.2 changes
Committee on Specifications (Nov. 17 1993) box 6 folder 2 item 2.4
Summary Report box 6 folder 2 item 2.4.1
Correspondence: Detailed conversation about specification box 6 folder 2 item 2.4.2 revisions
Committee on Specifications (Nov. 17, 1994) box 6 folder 2 item 2.5
Full Report box 6 folder 2 item 2.5.1
Correspondence: Detailed discussion about specification changes box 6 folder 2 item 2.5.2
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FILE BOX 7 Processing Information: Processing Information
Box 3
Title/Description Instances Slide Presentations box 7 file Folder 1
Slides on Railroad Bridge Structures box 7 folder 1 item 1.1
I-24 Cores (1988): Includes presentation notes as well as enlarged box 7 folder 1 item 1.1.1 photos of select slides
New Jersey Bridge Inspection (1990): Includes notes and enlarged box 7 folder 1 item 1.1.2 photos
Canadian National: Misc bridges box 7 folder 1 item 1.1.3
Burlington Northern: Misc bridges box 7 folder 1 item 1.1.4
Corrosion: Includes presentation notes box 7 folder 1 item 1.1.5
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Misc Bridges box 7 folder 1 item 1.1.6
Steel Trestle box 7 folder 1 item 1.2
Railroad Structural Problems: Includes correspondence box 7 folder 1 item 1.3
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FILE BOX 8 Processing Information: Processing Information
Box 4
Title/Description Instances Introduction to Bridge Types: Includes presentation notes and box 8 folder 1 item 1.4 enlarged photos
Weathered Steel (LRFD) box 8 folder 1 item 1.5
Bridge Instructor Courses box 8 folder 1 item 1.6
Loadings and Stresses box 8 folder 1 item 1.6.1
Railroad Bridges box 8 folder 1 item 1.6.2
PennDOT Training Course (1995) box 8 folder 1 item 1.7
Clover Power Plant (1997): Bolt failure of flue gas stack box 8 file Folder 1
Personal Notes: Includes design review and revision notes box 8 folder 1 item 1.1
Correspondence: Detailed conversation between ATLASS and box 8 folder 1 item 1.2 Bechtel Corporation about design revisions
Filene Center Failure (1985, Wolf Trap): Box girder failure box 8 file Folder 2
Interim Report 1: Evaluation of Failure of Box Girder at Filene box 8 folder 2 item 2.1 Center
Interim Report 2: Test Samples Removed from Filene Center box 8 folder 2 item 2.2 Girders
Final Report: Filene Center Girders: Material Properties, Analysis, box 8 folder 2 item 2.3 and Recommendations
Slides: Slides of all photos used box 8 folder 2 item 2.4
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FILE BOX 9 Title/Description Instances Guyed Tower (1998, Ehresmann): Tower Failure - Page 19- John W. Fisher papersSC MS 0165
box 9 file Folder 3
Correspondence (May-June 1998): Include references to studies box 9 folder 3 item 3.1 and papers as well as test results and analysis
Correspondence (July-December 1998): Include references to box 9 folder 3 item 3.2 studies and papers as well as test results and analysis
Notes: Include personal notes, calculations, analysis and test box 9 folder 3 item 3.3 results
Flynn vs. Ehresmann Engineering box 9 folder 3 item 3.4
Williamsburg Bridge Corrosion (1987-1988) box 9 file Folder 4
Bridge Inspections: Includes inspections 1979 through 1986 as box 9 folder 4 item 4.1 well as technical drawings
Photographs: Bridge details (5 count, plus duplicates) box 9 folder 4 item 4.2
Notes: Personal notes and preliminary drafts for corrosion report box 9 folder 4 item 4.3
Correspondence: Includes references and advice from colleagues box 9 folder 4 item 4.4
Final Report: Corrosion of the Williamsburg Bridge Structural box 9 folder 4 item 4.5 Steel Members
Canadian National: Grand Narrows Bridge (1987, No. 160) box 9 file Folder 5
Photographs box 9 folder 5 item 5.1
Grand Narrows Test No. 1 box 9 folder 5 item 5.1.1
CN Hanger No. 2 box 9 folder 5 item 5.1.2
Dirt Water Control box 9 folder 5 item 5.1.3
CN Test in Lab box 9 folder 5 item 5.1.4
Grand Narrows: 23-3R box 9 folder 5 item 5.1.5
Grand Narrows: 24-3R box 9 folder 5 item 5.1.6
Personal Notes: Includes calculations, figures, and some reference box 9 folder 5 item 5.2 material
Correspondence: Details conversation between Fisher and R. box 9 folder 5 item 5.3 Sweeney
Reports: Summary of the results and evaluation of two hangers box 9 folder 5 item 5.4 and floorbeam stringer
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FILE BOX 10 Title/Description Instances Mianus River Bridge Collapse (June 28, 1983): Sudden collapse box 10 file Folder 6 of 100 foot suspension span - Page 20- John W. Fisher papersSC MS 0165
Photographs box 10 folder 6 item 6.1
Misc. box 10 folder 6 item 6.1.1
SEM Fractographs 12 box 10 folder 6 item 6.1.2
SEM Fractographs 12 (after Alconox cleaning) box 10 folder 6 item 6.1.3
SEM 52 box 10 folder 6 item 6.1.4
TEM Fractographs (end bolt 61-4) box 10 folder 6 item 6.1.5
TEM Fractographs 12 box 10 folder 6 item 6.1.6
TEM Fractographs (61-2) box 10 folder 6 item 6.1.7
Metallography 12 box 10 folder 6 item 6.1.8
SEM 23 box 10 folder 6 item 6.1.9
Test Results and Calculations box 10 folder 6 item 6.2
National Transportation Safety Board Highway Accident Report: box 10 folder 6 item 6.3 Collapse of a Suspended Span of Interstate Route 95 Highway Bridge over Mianus River (Greenwich, CT): Available online at ; HYPERLINK "http://www.ntsb.gov/investigations/summary/ HAR8403.htm" \h ;http://www.ntsb.gov/investigations/summary/ HAR8403.htm
Mianus Bridge Progress Report #16 (August 29, 1984) box 10 folder 6 item 6.4
Final Report on Mianus River Bridge Material, Fracture Surfaces, box 10 folder 6 item 6.5 and Special Tests
Paul Sudol Thesis (1984): Failure Analysis of a Skewed Double box 10 file Folder 7 Cantilever Suspended Span Bridge
A Thesis Presented to the Graduate Committee of Lehigh box 10 folder 7 item 7.1 University in Candidacy for the Degree of Master of Science in Civil Engineering, Lehigh University
Reference Material: Includes figures, test results, and newspaper box 10 folder 7 item 7.2 clippings
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FILE BOX 11 Processing Information: Processing Information
Box 5
Title/Description Instances Queens Boulevard Bridge (1982) box 11 file Folder 8
Photographs: (25 count) box 11 folder 8 item 8.1
- Page 21- John W. Fisher papersSC MS 0165
Correspondence: Detailed conversation as well as notes and some box 11 folder 8 item 8.2 calculations
Sudan Railways Corporation (1979-1981) box 11 file Folder 9
Correspondence: Includes details of conversations via letters and box 11 folder 9 item 9.1 texts as well as personal notes, work orders, pricing and some calculations
1980 box 11 folder 9 item 9.1.1
1981 box 11 folder 9 item 9.1.2
Part 1: Proposals for Field Studies of Sudan Railroad Bridges box 11 folder 9 item 9.2 (1980), (2 copies)
Estimated Fatigue Damage in a Railway Truss Bridge: An box 11 folder 9 item 9.3 Analytical and Experimental Evaluation (A. De Luca)
I-81 Fire Damaged Steel Bridge Girder (1994): Fisher consulted box 11 file Folder 1 on bridge repair, includes correspondence, technical drawings and photos (6 count)
Degenkolb (1991): Kaiser Oakland weld evaluation, includes box 11 file Folder 2 analysis, schematics, calculations and recommended repair
Dessau-Beauharnois Bridge (1990): Loose bolt connections on box 11 file Folder 3 small suspension bridge
Bethlehem Corp. Railroad Turntable (1992, HNTB): Consulted on box 11 file Folder 4 constructibility, weldability, and expected lifespan of the structure
Wabasha Street Bridge, St. Paul (1989, Sverdrup Corp.): Fatigue box 11 file Folder 5 analysis of segmented truss span
Correspondence: Includes analysis results, calculations, and some box 11 folder 5 item 5.1 photos
Technical Drawings: Bridge details box 11 folder 5 item 5.2
Analysis box 11 folder 5 item 5.3
Instrumentation and Testing of the Wabasha Street Bridge (1988) box 11 folder 5 item 5.3.1
Wabasha Street Bridge Fatigue Analysis Report box 11 folder 5 item 5.3.2
Final Fatigue Analysis Report box 11 folder 5 item 5.3.3
Gerald Desmond Bridge, Long Beach, Ca. (1993, WJE): box 11 file Folder 6 Assessment of core samples
Correspondence: Includes photos and background information box 11 folder 6 item 6.1
Technical Drawings: Structure details as well as location plan box 11 folder 6 item 6.2
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FILE BOX 12
- Page 22- John W. Fisher papersSC MS 0165
Title/Description Instances Bridge Inspection (1989-1991, Baker): Bridge Inspector Training box 12 file Folder 7 Manual revision
West End Bridge, Pittsburgh (1990): Assessment of hanger cable box 12 file Folder 8 capacity
Southwest Steel Company, Inc. (1993): Coupling failure of steel box 12 file Folder 9 sucker rods, includes analysis, notes, and reference material
Lacy Murrow Bridge (1992): Anchor eyebar pipe attachment box 12 file Folder 10
Notes: Includes calculations, notes, correspondence and test box 12 folder 10 item 10.1 results
Investigative Report on the L.V. Murrow Replacement Bridge box 12 folder 10 item 10.2
Prestressed Concrete Pipe (1993, WJE): Analysis box 12 file Folder 11
CTA Green Bridge Assessment (1994, WJE): Fatigue analysis box 12 file Folder 12
Correspondence: Detailed conversation as well as notes and test box 12 folder 12 item 12.1 results
Fatigue Evaluation of the CTA “Green” Structure (1994): box 12 folder 12 item 12.2 Submitted the Envirodyne Engineers for the Chicago Transit Authority
PennDOT Seminar (2/13/90): Includes correspondence and course box 12 file Folder 13 overview
Bridge Substructure Fatigue Failure box 12 folder 13 item 13.1
PennDOT Aluminum Specifications box 12 folder 13 item 13.2
Union Refinery Fire (1984, Bethlehem Steel Corp.) box 12 file Folder 14
Technical Drawings: Includes details of the fire damaged structure box 12 folder 14 item 14.1 and proposed changes
Correspondence: Details of conversations, includes assessments, box 12 folder 14 item 14.2 personal notes as well as some photos
1984 Correspondence box 12 folder 14 item 14.2.1
1985 Correspondence box 12 folder 14 item 14.2.2
1986 Correspondence box 12 folder 14 item 14.2.3
Baldwin Bridge (1991, ConnDOT): Analysis of tramrail brackets box 12 file Folder 15 for the new Baldwin Bridge
Test Reports box 12 folder 15 item 15.1
Metallographic and Metallurgical Evaluation of Eight (Total) box 12 folder 15 item 15.1.1 Flame Cut, Drilled and Punched Holes (Feb. 12, 1991)
Addenda to Metallographic and Metallurgical Evaluation of Eight box 12 folder 15 item 15.1.2 (Total) Flame Cut, and Drilled and Punched Holes (Feb. 26, 1991)
- Page 23- John W. Fisher papersSC MS 0165
Metallographic and Metallurgical Evaluation of One Flame Cut, box 12 folder 15 item 15.1.3 Stress Relieved and Machined Hole (March 22, 1991)
Correspondence: Detailed conversation including personal notes, box 12 folder 15 item 15.2 calculations, sketches and schematics
Items #1-17: Items correspond to reports box 12 folder 15 item 15.3
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FILE BOX 13 Title/Description Instances Groove Welds (1993, MARTA): Examination of Box Girder box 13 file Folder 16 Groove Weld Core Samples (Pier 29)
I-79 Neville Island (2003-2004, No. 8 9): Fatigue cracking studies box 13 file Folder 17
Personal Notes: Includes correspondence, calculations, box 13 folder 17 item 17.1 preliminary reports and analysis
Summary of Field Inspection and Recommended Additional Tasks box 13 folder 17 item 17.2 Related to the Fatigue and Fracture Evaluation of the I-79 Neville Island Bridges and Ramps
I-79 Over Neville Island Fatigue Crack Type “K” Information and box 13 folder 17 item 17.3 Plans
Final Report (ATLASS Report No. 05-02): Field Testing and box 13 folder 17 item 17.4 Fatigue Evaluation of the I-79 Neville Island Bridge Over the Ohio River: PDF Available at ; HYPERLINK "http:// preserve.lehigh.edu/engr-civil-environmental-atlss-reports/57/" \h ;http://preserve.lehigh.edu/engr-civil-environmental-atlss- reports/57/
Birmingham Bridge Studies (2002-2005, Brady St. PA): Floor box 13 file Folder 18 beam connection cracking
Correspondence: Detailed conversation between ATLSS and box 13 folder 18 item 18.1 PennDOT, includes personal notes and preliminary analysis
Reports box 13 folder 18 item 18.2
Proposals and Procedures: Proposal for Field Inspection, box 13 folder 18 item 18.2.1 Instrumentation, Controlled Load Testing and Monitoring, Project Specific Quality Management Plan
Birmingham Bridge Crack Details: Includes photos and box 13 folder 18 item 18.2.2 schematics
Summary of Inspection of Floorbeam Fatigue Cracks for Field box 13 folder 18 item 18.2.3 View
Results of Field Monitoring Prototype Floorbeam Connection box 13 folder 18 item 18.2.4 Retrofit Details on the Birmingham Bridge: PDF Available at ; HYPERLINK "http://preserve.lehigh.edu/engr-civil-
- Page 24- John W. Fisher papersSC MS 0165
environmental-atlss-reports/42/" \h ;http://preserve.lehigh.edu/ engr-civil-environmental-atlss-reports/42/
Report on Field Inspection, Assessment, and Analysis of box 13 folder 18 item 18.2.5 Floorbeam Connection Cracking on the Birmingham Bridge, Pittsburgh PA: PDF Available at ; HYPERLINK "http:// preserve.lehigh.edu/engr-civil-environmental-atlss-reports/24/" \h ;http://preserve.lehigh.edu/engr-civil-environmental-atlss- reports/24/
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FILE BOX 14 Processing Information: Processing Information
Box 6
Title/Description Instances Schulkill River Bridge, Pottstown PA (2003-2004, SR 422): box 14 file Folder 19 Girder fracture investigation
Correspondence: Emails include preliminary findings, reports, box 14 folder 19 item 19.1 photos and analysis
Photographs: Photocopies of photos taken at the site with box 14 folder 19 item 19.2 commentary
Report: Failure Analysis of the US 422 Girder Fracture box 14 folder 19 item 19.3 (Includes draft): PDF Available at ; HYPERLINK "http:// preserve.lehigh.edu/engr-civil-environmental-atlss-reports/53/" \h ;http://preserve.lehigh.edu/engr-civil-environmental-atlss- reports/53/
Grumman Bus Files (1981-1986, NJ Transit.): Fatigue testing of box 14 file Folder 1 Grumman bus Model 870
Test Program Detailed Report box 14 folder 1 item 1.1
Reports box 14 folder 1 item 1.2
Cracking of an Unmodified Engine Cradle During Fatigue Testing box 14 folder 1 item 1.2.1
Cracking of the Engine Cradle, Bus No. 227 box 14 folder 1 item 1.2.2
Structural Inspections, Bus Model 870 box 14 folder 1 item 1.2.3
An Assessment of the Structural Modifications, Dynamic Tests of box 14 folder 1 item 1.2.4 the Grumman FlXible Model 870 Bus, and the Study of Grumman FlXible 870 Advanced Design Bus Structural Failures
Testing of the Grumman Model 870 Bus (Feb. 1981) box 14 folder 1 item 1.2.5
Correspondence: Includes detailed conversation about bus box 14 folder 1 item 1.3 modifications and analysis as well as some newspaper articles
- Page 25- John W. Fisher papersSC MS 0165
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FILE BOX 15 Title/Description Instances Project No. 399 (1977): Fracture analysis of full size beams with box 15 file Folder 2 welded lateral attachements
Complete File Overview: Includes original index and box 15 folder 2 item 2.1 corresponding figure identification
Lateral Attachment: Includes load history and dimension detail of box 15 folder 2 item 2.2 beams
Loads box 15 folder 2 item 2.2.1
Temperature Data box 15 folder 2 item 2.2.2
Crack Documentation box 15 folder 2 item 2.2.3
Cover Plate: Includes load history and dimension detail of beams box 15 folder 2 item 2.3
Loads box 15 folder 2 item 2.3.1
Temperature Data box 15 folder 2 item 2.3.2
Crack Documentation box 15 folder 2 item 2.3.3
Transverse Stiffeners: Includes load history and dimension detail box 15 folder 2 item 2.4 of beams
Loads box 15 folder 2 item 2.4.1
Temperature Data box 15 folder 2 item 2.4.2
Crack Documentation box 15 folder 2 item 2.4.3
Flange Transition: Includes load history and dimension detail of box 15 folder 2 item 2.5 beams
Loads and Strains box 15 folder 2 item 2.5.1
Temperature Data box 15 folder 2 item 2.5.2
Crack Documentation box 15 folder 2 item 2.5.3
Electron Microscope Study: Beam B1 box 15 folder 2 item 2.6
Final Report (Dec. 1977, FHWA): Determination of Tolerable box 15 folder 2 item 2.7 Flaw Sizes in Full Size Welded Bridge Details: PDF Available at ; HYPERLINK "https://archive.org/details/determinationoft00robe" \h ;https://archive.org/details/determinationoft00robe
Project No. 455: Cracking in Electroslag Welds at Meadville box 15 file Folder 3 (Sept. 1982, Report No. 455-1(82))
A Study of the Defects and Electroslag Welds in the I-79 box 15 folder 3 item 3.1 Bridge at Meadville: PDF Available at ; HYPERLINK
- Page 26- John W. Fisher papersSC MS 0165
"http://preserve.lehigh.edu/engr-civil-environmental-fritz- lab-reports/514/" \h ;http://preserve.lehigh.edu/engr-civil- environmental-fritz-lab-reports/514/
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FILE BOX 16 Processing Information: Processing Information
Box 8
Title/Description Instances Project No. 447 (1986): Corrosion Fatigue of Bridge Steels Vol. box 16 file Folder 4 III
Literature Survey: General listing of sources surveyed and box 16 folder 4 item 4.1 relevant documents
510 Madison Ave. (2008, GMS): Paddle plate cracks box 16 file Folder 1
Correspondence: Detailed email conversation about possible box 16 folder 1 item 1.1 causes and solutions
Technical Drawings: Detailed schematics of floor plan and plate box 16 folder 1 item 1.2 connections
SEPTA Bents and Girders (2005-2006, High Steel Structures, box 16 file Folder 2 Inc.): Issue of cold vs hot bending
Bents box 16 folder 2 item 2.1
Notes: Calculations, correspondence and drawings box 16 folder 2 item 2.1.1
Test Results and Analysis box 16 folder 2 item 2.1.2
Girders box 16 folder 2 item 2.2
Notes: Includes calculations, correspondence and references box 16 folder 2 item 2.2.1
Steel Plate Girder Tolerance (WJE Report) box 16 folder 2 item 2.2.2
Comments on SEPTA/MSEPM’s Transmittal of DMJM + Harris box 16 folder 2 item 2.2.3 Response on Market Street Elevated Reconstruction Cobbs Creek Package Structural Steel Guideway Deck Girders
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FILE BOX 17 Title/Description Instances Ben Franklin Bridge Cable and Anchorage (2004, WAI): Eyebar box 17 file Folder 3 failure
- Page 27- John W. Fisher papersSC MS 0165
Technical Drawings: Detailed schematics of eyebars, cables and box 17 folder 3 item 3.1 anchorages
Correspondence: Includes emails, personal notes and calculations box 17 folder 3 item 3.2
Reports box 17 folder 3 item 3.3
Project Overview (task list) box 17 folder 3 item 3.3.1
Strand Tension Evaluation Work Plan, Strand Force Measurement box 17 folder 3 item 3.3.2
Test Results, Analysis and Calculations box 17 folder 3 item 3.3.3
Investigation of Drilling Damage to Eyebar (video disc) box 17 folder 3 item 3.3.4
Marcy Pedestrian Bridge Collapse (2003, WAI): Bridge collapsed box 17 file Folder 4 while concrete deck was being poured
Photographs box 17 folder 4 item 4.1
Detail Photos box 17 folder 4 item 4.1.1
Landscape Photos box 17 folder 4 item 4.1.2
Captioned Photos with disc box 17 folder 4 item 4.1.3
Correspondence: Emails and personal notes detailing phone box 17 folder 4 item 4.2 conversations and calculations
Reports box 17 folder 4 item 4.3
Proposed Materials Sampling and Testing Plan box 17 folder 4 item 4.3.1
Report on Laboratory Tests to Establish Capacity of Marcy Bridge box 17 folder 4 item 4.3.2 Form to Construction Angle Screw Connection and to Determine the Deformed State of the Fixed Elastomeric Bearing Anchor Pin
Interim Report on Evaluation of Materials in Collapse of box 17 folder 4 item 4.3.3 NYSDOT Route 49 Pedestrian Bridge, Final Report on Block Shear Tests on Corrugated Forms and Examination of Fixed Bearings from NYSDOT Route 49 Pedestrian Bridge
Dan Ryan Rail Cracks (2007, WJE): Examination of rail fractures box 17 file Folder 5
Notes: Includes some correspondence as well as sample box 17 folder 5 item 5.1 calculations and preliminary analysis
CTA Rail Fractures: Fracture Examination and Analysis box 17 folder 5 item 5.2
WMATA Rail Car Cracking (2006-2007, Booz-Allen): Cracks box 17 file Folder 6 discovered in lower door corners on 1000 Series rail cars
Correspondence: Includes project plan, email conversation and box 17 folder 6 item 6.1 some personal notes
Reports box 17 folder 6 item 6.2
Interim Report: 1000 Series Rail Car Crack Investigation box 17 folder 6 item 6.2.1 (WMATA)
Rohr Car 1283 Preliminary Inspection Report and box 17 folder 6 item 6.2.2 Recommendations for Vehicle Repair and Fleet Inspection - Page 28- John W. Fisher papersSC MS 0165
Tappen Zee Bridge Corrosion and Cracking (2003, Lichtenstien box 17 file Folder 7 No. 244): Cracked diaphragm
Technical Drawings: Detailed schematics of the Tappan Zee box 17 folder 7 item 7.1 bridge restoration
News Articles: Give brief history of associated bridge inspections box 17 folder 7 item 7.2 and issues
Emails with some personal notes box 17 folder 7 item 7.3 Correspondence
Reports box 17 folder 7 item 7.4
West Trestle Spans-Cracked Diaphragm Beams (New York State box 17 folder 7 item 7.4.1 Thruway Authority)
Final Report: Tappan Zee Bridge-Cracked Diaphragm (John W. box 17 folder 7 item 7.4.2 Fisher and Associates, Inc.)
Summary and Results of Field Inspection of Failed End box 17 folder 7 item 7.4.3 Diaphragms on the West Trestle Spans of the Tappan Zee Bridge
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FILE BOX 18 Title/Description Instances Woodrow Wilson Bridge Fabrication (1999-2002, Parsons): box 18 file Folder 8 Design of the new Woodrow Wilson Memorial Bridge
Client Agreement with Maryland Department of Transportation box 18 folder 8 item 8.1 State Highway Administration
Correspondence: Parsons commentary on girder design, includes box 18 folder 8 item 8.2 technical drawings and lecture on LRFD Bridge Design Course
Notes box 18 folder 8 item 8.3
Personal notes and detailed telephone correspondence about box 18 folder 8 item 8.3.1 diaphragm desgin
Personal and meeting notes on bascule design box 18 folder 8 item 8.3.2
Stress Relief: Reducing Tensile Stress and Distortion box 18 folder 8 item 8.4
Technical Drawings box 18 folder 8 item 8.5
Detailed schematic of the bascule design box 18 folder 8 item 8.5.1
Design of fixed spans and framing plan box 18 folder 8 item 8.5.2
Bristol Bay Pole Failures (2004, WJE): Light pole base cracking box 18 file Folder 9 due to fatigue crack extension
Correspondence: Crack Surface Examination report as well as box 18 folder 9 item 9.1 email conversations
- Page 29- John W. Fisher papersSC MS 0165
Performing Arts Center (1988, Nashville TN): James K. Polk box 18 file Folder 10 State Office Building, potential fracture problem pertaining to 18 floors hung from concrete core
Photographs box 18 folder 10 item 10.1
Shanghai Bridge (2000-2001, T.Y. Lin Y.C. Yang): Commentary box 18 file Folder 11 on design of the steel arch and deck
Technical Drawings: Detailed schematics on the arch, girders and box 18 folder 11 item 11.1 floor beam
Correspondence: Includes personal notes and AASHTO box 18 folder 11 item 11.2 Specifications
Coal Silo Failure (2001-2002, WJE): Hopper connection failure box 18 file Folder 12
Correspondence: Includes personal notes and detailed phone box 18 folder 12 item 12.1 conversations
Report: Silo #2 Hopper Connection Failure Sample Testing results box 18 folder 12 item 12.2
Heat Cambering (1996-1997, Little Steel): Assessment of heat box 18 file Folder 13 cambering procedure for girders
Puerto Rico Wharf Tie Back (2001): Progressive wharf failure box 18 file Folder 14
Missouri River Bridge (2002-2003, Fort Pierre, SD): Weld box 18 file Folder 15 cracking investigation
Photographs box 18 folder 15 item 15.1
Correspondence box 18 folder 15 item 15.2
Reports box 18 folder 15 item 15.3
Work Plan for Weld Inspection and Repair (South Dakota DOT) box 18 folder 15 item 15.3.1
Report on Core Examination box 18 folder 15 item 15.3.2
Deer Island Bridge Cables (2003): Cable testing (ATLASS) box 18 file Folder 16
Kiln Tire Failure (2001-2002, WJE): Fracture examination of tire box 18 file Folder 17 cracking
Correspondence: Includes email documentation and personal notes box 18 folder 17 item 17.1
Reports: Preliminary Investigation and Method for Repair box 18 folder 17 item 17.2
Iowa DOT Poles (2005, WJE): Weld fatigue cracking box 18 file Folder 18
Technical Drawings and Photos box 18 folder 18 item 18.1
Detailed schematics of pole and retrofitting box 18 folder 18 item 18.1.1
Photos from field inspection box 18 folder 18 item 18.1.2
Report: Core Sample Examination (includes photos of samples) box 18 folder 18 item 18.2
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- Page 30- John W. Fisher papersSC MS 0165
FILE BOX 19 Processing Information: Processing Information
Box 9
Title/Description Instances Boise State University Stadium Light Supports (2004, WJE): box 19 file Folder 19 Brittle cracking due to weld discontinuities
Correspondence: Includes all exchanged emails, some printed box 19 folder 19 item 19.1 photos as well as test results
Media box 19 folder 19 item 19.2
CD: Digital copy of technical drawings and photos box 19 folder 19 item 19.2.1
ZIP Drive: Boise Light Poles box 19 folder 19 item 19.2.2
Mill Scale Indentations (2004, Nucor Hertford): Scale pitted box 19 file Folder 20 girders and grinding rectification
Heating Coil Flange Failure (2003, WJE): High cycle fatigue box 19 file Folder 21 cracking at the pipe flange connections
Williamsburg Bridge Traveler (2004, American Bridge): The box 19 file Folder 22 fabrication of the Williamsburg Bridge Traveler rails
Iowa Guardrail Anchor Bolt Failure (2004, WJE): Brittle fracture box 19 file Folder 23 of bolts due to high tensile stresses caused by corrosion pack out
Hershey Park Ride Cracking (2005): Discontinuous rail tube box 19 file Folder 24 subjected to secondary stresses
Photographs: Enlarged images of fracture areas box 19 folder 24 item 24.1
Correspondence: Includes detailed email conversation as well as box 19 folder 24 item 24.2 schematics of park ride
Reports box 19 folder 24 item 24.3
Fatigue Strength Improvement Methods box 19 folder 24 item 24.3.1
Ultrasonic Impact Treatment (UIT) box 19 folder 24 item 24.3.2
Powell Steel (2003): Moment connection plates subjected to box 19 file Folder 25 fabrication distortion
MC Iron Works Fabrication (2004) box 19 file Folder 26
Shop Drawings for Steel Girders box 19 folder 26 item 26.1
Correspondence: Email conversation, reference material and box 19 folder 26 item 26.2 fabrication detail
Highway Bridge Steel Defects (2004, Bogota, Columbia): box 19 file Folder 27 Detection of microcracks in steel plates
Mianus River Bridge (1983-1984, No. 128) box 19 file Folder 1
- Page 31- John W. Fisher papersSC MS 0165
Sides 128-1 to 128-161 box 19 folder 1 item 1.1
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FILE BOX 20 Title/Description Instances Slides 128-163 to 128-316 box 20 folder 1 item 1.2
Miscellaneous Slides and Extras box 20 folder 1 item 1.3
Supplement Slides (No. 950-6) box 20 folder 1 item 1.4
Slides 1 to 17 box 20 folder 1 item 1.4.1
Slides 23-1 to 55-4 box 20 folder 1 item 1.4.2
Slides 61-3 to 143-8 box 20 folder 1 item 1.4.3
Slides 144-1 to 145-36 box 20 folder 1 item 1.4.4
Reports box 20 folder 1 item 1.5
Progress Report #14: Final Determination of Slippage of the box 20 folder 1 item 1.5.1 Straps Off the Pins in the Link Assembly
Progress Report #15: Effects of Corrosion box 20 folder 1 item 1.5.2
Final Report on Mianus River Bridge: Material, Fracture Surfaces box 20 folder 1 item 1.5.3 and Special Tests
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FILE BOX 21 Processing Information: Processing Information
Box 11
Title/Description Instances Test Data box 21 folder 1 item 1.6
Friction and Slip Tests box 21 folder 1 item 1.6.1
Stress Tests box 21 folder 1 item 1.6.2
Deformation and Plasticity Tests box 21 folder 1 item 1.6.3
Indentation and Friction Tests box 21 folder 1 item 1.6.4
Tensile Test box 21 folder 1 item 1.6.5
Corrosion and Section Loss box 21 folder 1 item 1.6.6
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Work Orders box 21 folder 1 item 1.6.7
Notes box 21 folder 1 item 1.6.8
Samples box 21 folder 1 item 1.7
Fractographs box 21 folder 1 item 1.7.1
Testing Images box 21 folder 1 item 1.7.2
Additional Images box 21 folder 1 item 1.7.3
Corrosion Pressure box 21 folder 1 item 1.8
Metallography box 21 folder 1 item 1.9
Staples Arena, L.A. (1999, J.A. Martin): Super Truss erection box 21 file Folder 1 errors
Blueprint: Layout of structure box 21 folder 1 item 1.1
Technical Drawings: Include detailed schematics of member box 21 folder 1 item 1.2 design
Correspondence: Includes email conversation as well as personal box 21 folder 1 item 1.3 notes and some analysis
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FILE BOX 22 Title/Description Instances Thompson Ave. Bridge (1998, A box 22 file Folder 2
Photographs: Photos of aluminum pedestrian bridge canopy box 22 folder 2 item 2.1
Technical Drawings: Detailed schematics of the pedestrian canopy box 22 folder 2 item 2.2
Correspondence: Detailed analysis and final results sent with box 22 folder 2 item 2.3 recommendations
Reports box 22 folder 2 item 2.4
Challenges for Concrete in the Next Millennium box 22 folder 2 item 2.4.1
Investigation of Weld Failures at the Base of Columns Supporting box 22 folder 2 item 2.4.2 the Pedestrian Canopy
Aluminum Truss Joints (1998, WJE): Fatigue cracking at weld toe box 22 file Folder 3 resulting from transportation induced stress
Fan and Bracket Failure (1996, WJE): Fatigue cracking due to box 22 file Folder 4 cyclical bending stresses
Clemson University Field House (1990): Hydrogen assisted cold box 22 file Folder 5 cracking
Photographs: Photos of the interior of the field house including box 22 folder 5 item 5.1 connections - Page 33- John W. Fisher papersSC MS 0165
Notes: Includes personal notes and calculations as well as test box 22 folder 5 item 5.2 result reports
Correspondence: Includes some personal notes, emails and box 22 folder 5 item 5.3 reference material
Final Evaluation Report box 22 folder 5 item 5.4
Saipan Power Plant (1997, WJE): Generator anchor bolt failure box 22 file Folder 6
Fire Hydrant Valve (1998, WJE): Fire hydrant valve stem failure box 22 file Folder 7
Contact Surface Shavings (1997, Frankfurt-Short): Subsurface box 22 file Folder 8 fatigue cracking separates as shavings due to repeated loading
Barry Blower Pans (1998): Large start and stop stress cycles box 22 file Folder 9 exceed fatigue limit and cause cracking
Unified Steel Fabricators (1996, Umatilla, Oregon): Cracking of I- box 22 file Folder 10 rail welds and I-rail itself as result of missing bearings
New Mitre Rail (1999, AMTRAK): Test program to measure box 22 file Folder 11 stresses in new rail system at Portal Bridge
Notes: Includes personal notes, report daft, reference material and box 22 folder 11 item 11.1 schematics
Proposed 132 TW Rail System, Portal Bridge box 22 folder 11 item 11.2
Final Report: In-Service Evaluation of a New 132 TW Miter Rail box 22 folder 11 item 11.3 System at AMTRAK’s Portal Swing Bridge
Portal Bridge (1998, AMTRAK): Sidebars subjected to fatigue box 22 file Folder 12 cracking, growth and fracture
Photographs box 22 folder 12 item 12.1
First onsite inspection photos box 22 folder 12 item 12.1.1
Second onsite inspection photos box 22 folder 12 item 12.1.2
Correspondence: Includes exchanged emails, reference material box 22 folder 12 item 12.2 and personal notes
Insurance Documents box 22 folder 12 item 12.3
Reports box 22 folder 12 item 12.4
Failure Analysis, Field Measurements, and Design Assessment of box 22 folder 12 item 12.4.1 Miter Rail Assemblies for AMTRAK Swing Bridges (Reference: Portal Bridge, Kearny NJ)
Evaluation of Miter Rail Systems at AMTRAK’s Portal and box 22 folder 12 item 12.4.2 Spuyten-Duyvil Swing Bridges
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FILE BOX 23
- Page 34- John W. Fisher papersSC MS 0165
Title/Description Instances Rail Failure (1998, AMTRAK): Crack caused by welding arc box 23 file Folder 13 strike enlarged by fatigue loading
Correspondence: Includes exchanged emails as well as notes and box 23 folder 13 item 13.1 preliminary analysis
Report: In-Service Stresses in 132 TW Miter Rails at Train box 23 folder 13 item 13.2 Speeds up to 90 mph at AMTRAK’s Portal Swing Bridge: PDF Available at: ; HYPERLINK "http://preserve.lehigh.edu/engr- civil-environmental-atlss-reports/3/" \h ;http://preserve.lehigh.edu/ engr-civil-environmental-atlss-reports/3/
Miter Rail Inspection and Safety (1998, AMTRAK) box 23 file Folder 14
Guidebook for Inspection, Maintenance and New Construction of box 23 folder 14 item 14.1 Mitre Rail Expansion Joint Systems on Movable Bridges
Comments and Recommendations on the Guidebook for box 23 folder 14 item 14.2 Inspection, Maintenance and New Construction of Mitre Rail and Expansion Joint Systems on Movable Bridges
Study of Turnouts, Northeast Corridor (1997, AMTRAK/Conrail) box 23 file Folder 15
Notes: Personal notes box 23 folder 15 item 15.1
Norfolk Southern: System Map as well as letter detailed the box 23 folder 15 item 15.2 acquisition of 58% of Conrail
Reports box 23 folder 15 item 15.3
Development of a Comprehensive Life-Cycle Costing Model for box 23 folder 15 item 15.3.1 Railroad Turnouts
Partial Validation of a Generalized Turnout Model Based on box 23 folder 15 item 15.3.2 Nucars
Expected Track Component Life and Economic Impact Under box 23 folder 15 item 15.3.3 286,000- and 315,000-Pound Cars for Sections in the Northeast Corridor
Susquehanna River Bridge (1997-1999, AMTRAK): Field box 23 file Folder 16 Measurements and Design Assessment of Structural Members in Selected Spans of AMTRAK’s Susquehanna River Bridge No. 60.07
Spans 1-2 box 23 folder 16 item 16.1
Spans 7 9-10 box 23 folder 16 item 16.2
Test Results box 23 folder 16 item 16.3
Dam (1998) box 23 folder 16 item 16.4
Evaluation of AMTRAK’s Susquehanna River Bridge box 23 folder 16 item 16.4.1
Technical Drawings: Detailed schematics of bridge box 23 folder 16 item 16.4.2
- Page 35- John W. Fisher papersSC MS 0165
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FILE BOX 24 Processing Information: Processing Information
Box 10
Title/Description Instances Meeting with AMTRAK (June 11, 1998) box 24 folder 16 item 16.5
Presentation Notes box 24 folder 16 item 16.5.1
Review and Discussion of Stress Measurements at the box 24 folder 16 item 16.5.2 Susquehanna Bridge
Measurements and Assessment of Structural Members in Selected box 24 folder 16 item 16.6 Spans of AMTRAK’s Susquehanna River Bridge: PDF Available at: ; HYPERLINK "http://preserve.lehigh.edu/engr-civil- environmental-atlss-reports/235/" \h ;http://preserve.lehigh.edu/ engr-civil-environmental-atlss-reports/235/
Technical Drawings: Detailed schematics of the bridge system as box 24 folder 16 item 16.7 well as some test results
Correspondence: Includes agreements, emails as well as some box 24 folder 16 item 16.8 personal notes
Report: Investigation of the Fracture Resistance of the box 24 folder 16 item 16.9 Susquehanna River Bridge Structural Steel and Eyebars
Slides on Susquehanna River Bridge box 24 folder 16 item 16.10
Heat Straightening (1997, Tampa Steel): Comments and box 24 file Folder 17 recommendations on heat straightening procedure of steel girders
Inspection Crane Failure (1995-1999, NJ DOT): Fracture Analysis box 24 file Folder 1 of Truck Mounted Aerial Personnel Device
Idaho Pier Tube Bullet Fracture (1999, WJE): Brittle fracture of box 24 file Folder 2 caisson pipe initiated by bullet penetration
Bronze Bridge Bearing Plate Cracks (1998, Delaware): Failure box 24 file Folder 3 analysis
Sign Structures (1997-1998, NJ DOT): Testing, review and box 24 file Folder 4 recommendation of fatigue design of variable message sign (VMS) structure
Phase II Documents box 24 folder 4 item 4.1
Final Report: Fatigue Testing and Failure Analysis of Aluminum box 24 folder 4 item 4.2 Luminaire Support Structures: PDF Available at: ; HYPERLINK "http://preserve.lehigh.edu/engr-civil-environmental-atlss- reports/232/" \h ;http://preserve.lehigh.edu/engr-civil- environmental-atlss-reports/232/ - Page 36- John W. Fisher papersSC MS 0165
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FILE BOX 25 Title/Description Instances Cantilever Sign Supports (1993, GA DOT): Cantilever sign box 25 file Folder 5 collapses due to sheared bolt
Fatigue-Resistant Design of Cantilevered Signal, Sign, and Light box 25 folder 5 item 5.1 Supports
Relationship Between Support Structure Forces and Anchor Bolt box 25 folder 5 item 5.2 Stresses
Phase II: Cantilever Signs box 25 folder 5 item 5.3
National Research Council box 25 folder 5 item 5.4
Outline box 25 folder 5 item 5.4.1
Correspondence and Presentation box 25 folder 5 item 5.4.2
Modular Expansion Joint Studies (1993-1997) box 25 file Folder 6
Fatigue Design and Testing of Modular Bridge Expansion Joint: box 25 folder 6 item 6.1 Executive Summary
Fatigue Criteria for Modular Bridge Expansion Joints box 25 folder 6 item 6.2
Fatigue Design of Modular Expansion Joints According to Codes box 25 folder 6 item 6.3 in the USA
NCHRP Report 402: Fatigue Design of Modular Bridge box 25 folder 6 item 6.4 Expansion Joints
Modular Bridge Expansion Joints - Loads, Dynamic Behaviour box 25 folder 6 item 6.5 and Fatigue Performance
Structural Bearings and Expansion Joints for Bridges box 25 folder 6 item 6.6
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FILE BOX 26 Title/Description Instances Lukens Crane Girders (1994): Includes Lessons from Structural box 26 file Folder 7 Failures (G. W. Zuurbier) and Fatigue Design of CTEC 192 Ton Capacity Steeler (Transporter)
Rail Fracture Chicago (1991, RTA): Research on the Fatigue of box 26 file Folder 8 Riveted Bridge Members
Photographs: 950-7 box 26 folder 8 item 8.1
Correspondence: Includes notes, emails and draft reports - Page 37- John W. Fisher papersSC MS 0165
box 26 folder 8 item 8.2
Riveted Joints Study (1982-1992, CN): Journal of the Structural box 26 file Folder 9 Division: Proceedings of the American Society of Civil Engineers
Correspondence: Includes notes, drafts and email correspondence box 26 folder 9 item 9.1
Report:Stress Spectra of Fatigue Testing for CNR Project box 26 folder 9 item 9.2
Progress Report: Assessment of Remaining Capacity and Life of box 26 folder 9 item 9.2.1 Riveted Bridge Members
Test Results box 26 folder 9 item 9.3
Hanger Pin Plates Study box 26 folder 9 item 9.4
Wolf Creek Hangers (1991, CNR): Monitoring Railway Bridge box 26 file Folder 10 Structures for Fatigue Crack Growth
Photographs box 26 folder 10 item 10.1
Technical Drawings box 26 folder 10 item 10.2
Correspondence: Includes report drafts, personal notes and email box 26 folder 10 item 10.3 conversation
Punched Holes (1981): Punched Holes in Structural Steelwork box 26 file Folder 11
Fraser River Bridge (1990-1991, CN): Fatigue cracking due to box 26 file Folder 12 secondary displacement due to corrosion
Photographs box 26 folder 12 item 12.1
Technical Drawings box 26 folder 12 item 12.2
Correspondence: Includes emails, personal notes, analysis and box 26 folder 12 item 12.3 drafts of final reports
Estimated Fatigue Damage - Pin Plates and Rivet Holes box 26 folder 12 item 12.4
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FILE BOX 27 Processing Information: Processing Information
Box 12
Title/Description Instances Fraser River Bridge: New Westminster, British Columbia: 1990 box 27 folder 12 item 12.5 In-Depth Inspection and Evaluation Report Vol. I
Report on Investigation of the Estimated Fatigue Damage in box 27 folder 12 item 12.6 Components of the Fraser River Bridge, New Westminster, B.C.
Notes: Includes personal notes as well as CN train car information box 27 folder 12 item 12.7
- Page 38- John W. Fisher papersSC MS 0165
Report box 27 folder 12 item 12.8
Data Report: Strain Gauge Tests, Fraser River Bridge, August box 27 folder 12 item 12.8.1 1975
Addendum I to Data Report: Strain on Gauge Tests, Fraser River box 27 folder 12 item 12.8.2 Bridge, August 1975
Addendum II to Data Report: Strain on Gauge Tests, Fraser River box 27 folder 12 item 12.8.3 Bridge, August 1975 (Wheel and Axle Loads, Record T1-T17)
Hope Creek (1981, Bechtel Power and Utilities): Study of weld box 27 file Folder 1 porosity
Test Results box 27 folder 1 item 1.1
Report: Strength of Fillet Welds at Embeds Hope Creek Nuclear box 27 folder 1 item 1.2 Plant
Embedments box 27 folder 1 item 1.3
Wolf Creek (1982-1985, Bechtel Power and Utilities): Anchor box 27 file Folder 2 stud failure examination
Photographs box 27 folder 2 item 2.1
Presentation Slides: Includes graphical representations of test box 27 folder 2 item 2.2 results
Correspondence: Detailed conversation between parties discussing box 27 folder 2 item 2.3 procedures
Test Results and Procedures box 27 folder 2 item 2.4
Final Report: Results of Tests on Anchor Studs from Wolf Creek box 27 folder 2 item 2.5 Embed Plates
Diablo Canyon (1983-1984(1), Bechtel): Failure modes of three box 27 file Folder 3 bolt groups
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FILE BOX 28 Title/Description Instances Limerick Box Beam Welds (1981, Bechtel): Examination of box box 28 file Folder 4 corner welds of steel box beams
Progress Report: Includes test results box 28 folder 4 item 4.1
Final Report on Box Corner Welds box 28 folder 4 item 4.2
Bolt Joint Tests (1984, Bechtel): Evaluation on Anchor Bolts and box 28 file Folder 5 Embedded Rods
Cranes (1979-1981, Sea-Land Services, Inc.) box 28 file Folder 6
Technical Drawings: Detailed schematics on tested structure box 28 folder 6 item 6.1
- Page 39- John W. Fisher papersSC MS 0165
Correspondence: Includes personal notes, exchanged conversation box 28 folder 6 item 6.2 as well as preliminary reports
Test Results: Upper Boom Chord Material Tests, Coffin Plate box 28 folder 6 item 6.3 Composition and Mechanical Properties
Reports: Report on Elizabeth Crane Repair 80-050 box 28 folder 6 item 6.4
Structural Review for SL/7 Crane Boom Support Bracket box 28 folder 6 item 6.4.1 Modifications
Structural Calculations for SL-7 Low Profile Crane box 28 folder 6 item 6.4.2
(1) Hanger Plate Modification and Metallurgical Sampling (2) box 28 folder 6 item 6.4.3 Magnetic Particle Examination of Hanger Plate to Coffin Plate Weldments S-L 7 Low Profile Cranes
Preliminary Evaluation of the Structural Integrity of Sea Land’s box 28 folder 6 item 6.4.4 Seattle Container Handling Cranes
Structural Analysis of SL-7 Low Profile Shore Cranes in box 28 folder 6 item 6.4.5 Accordance with the 1970 Specifications
Crane Failure: Fatigue Investigation box 28 folder 6 item 6.5
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FILE BOX 29 Processing Information: Processing Information
Box 13
Title/Description Instances Crane Girders at Papel Prensa, SA (1975, Weidlinger): An box 29 file Folder 7 Evaluation of the Fatigue and Fracture Resistance of Crane Girders of Papel Prensa SA
Schenley Park Panther Hollow Bridge (1981, Acres American box 29 file Folder 8 Inc.): An Evaluation of the Fatigue and Fracture Resistance of the Panther Hollow and PJRR Bridges
Duquesne-McKeesport Bridge (1981, Kozel Engineering box 29 file Folder 9 Company, Inc.): Evaluating stress intensities of truss sections
Axle Tax (1981, Pennsylvania Attorney General): Affidavits in box 29 file Folder 10 Support of Respondents’ Motion for Summary Judgment and In Opposition to Petitioners’ Motion for Summary Judgment
Schuylkill Ave. Bridge Fire (1975, Richardson, Gordon and box 29 file Folder 11 Associates)
SEM Photographs and Negatives box 29 folder 11 item 11.1
Report: Investigation of Fire Damaged Material of Schuylkill box 29 folder 11 item 11.2 Avenue Overpass L.R.67057 Philadelphia, PA - Page 40- John W. Fisher papersSC MS 0165
Fleming Park Bridge, Ohio River (1981, RGA): Fire Damage box 29 file Folder 12 Evaluation
Sewickley Bridge (1977, RGA): Investigation of the Fracture box 29 file Folder 13 Resistance of the Sewickley Bridge Structural Steel and Eyebars
Willets Point Project (1981, A box 29 file Folder 14
Slides: Site photos box 29 folder 14 item 14.1
Test Results box 29 folder 14 item 14.2
Principal Stresses as a Function of Hole Depth: Graphs box 29 folder 14 item 14.2.1
Principal Stresses as a Function of Hole Depth: Data box 29 folder 14 item 14.2.2
Live Load Response of Columns box 29 folder 14 item 14.2.3
Reports box 29 folder 14 item 14.3
Summary of Residual Stress Measurements in Columns of Willets box 29 folder 14 item 14.3.1 Point
Hole-drilling Strain-gage Method of Measuring Residual Stresses box 29 folder 14 item 14.3.2
Measurement of Residual Stresses by the Blind Hole Drilling box 29 folder 14 item 14.3.3 Method
East Penn Collapse (1997-1999): Roof collapse and subsequent box 29 file Folder 1 fire of Distribution Center building
Photographs box 29 folder 1 item 1.1
Photo set #1 box 29 folder 1 item 1.1.1
Photo set #2 box 29 folder 1 item 1.1.2.
Photo set #3 box 29 folder 1 item 1.1.3
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FILE BOX 30 Title/Description Instances Notes and Correspondence: Details conversation and includes box 30 folder 1 item 1.2 personal notes and work orders
Evaluation and Test Results: (Cozen O’Connor) box 30 folder 1 item 1.3
Differential Tests box 30 folder 1 item 1.4
East Penn Manufacturing Co., Inc., vs. Butler Manufacturing box 30 folder 1 item 1.5 Company, Inc. and Burkey Construction Co., Inc.
Introduction box 30 folder 1 item 1.5.1
Part I: Exhibit A B box 30 folder 1 item 1.5.2
Part II: Exhibit A box 30 folder 1 item 1.5.3 - Page 41- John W. Fisher papersSC MS 0165
Part II: Exhibit B box 30 folder 1 item 1.5.4
Part II: Exhibit C box 30 folder 1 item 1.5.5
Part III: Exhibit A, B, C, D box 30 folder 1 item 1.5.6
Part IV: Exhibit A, B, C, D box 30 folder 1 item 1.5.7
Part V: Exhibit A, B, C, D box 30 folder 1 item 1.5.8
Part V: Exhibit E, F, G, H box 30 folder 1 item 1.5.9
Part V: Exhibit I box 30 folder 1 item 1.5.10
Borders Collapse Litigation (1996-1999): Borders store roof box 30 file Folder 2 collapse due to snow load
Photographs box 30 folder 2 item 2.1
Roll: 5/96/55 box 30 folder 2 item 2.1.1
Roll: 4/96/27 box 30 folder 2 item 2.1.2
Roll: 4/96/28 box 30 folder 2 item 2.1.3
Roll: 12/98/xx box 30 folder 2 item 2.1.4
Aerial Views box 30 folder 2 item 2.1.5
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FILE BOX 31 Title/Description Instances Report: Borders box 31 folder 2 item 2.2
Examination of Bar Joist Weld Joint Fractures box 31 folder 2 item 2.2.1
Word Index: Min-U-Script box 31 folder 2 item 2.2.2
Roof Collapse Analysis (MDCSystems, Inc.) box 31 folder 2 item 2.2.3
Re-examination of the Bar Joist Weld Fracture Surfaces box 31 folder 2 item 2.2.4
Reference Material box 31 folder 2 item 2.3
The Steel Joist Institute Standard Specifications box 31 folder 2 item 2.3.1
Welding of Open Web Steel Joists box 31 folder 2 item 2.3.2
Geometric Axis Bending Strength of Double Angle Beams box 31 folder 2 item 2.3.3
Borders vs. Cedarwood Development, Inc.: Deposition testimony box 31 folder 2 item 2.3.4
Notes and Correspondence box 31 folder 2 item 2.4
Hong Kong Airport (2000-2001): Failure of welded steel roof box 31 file Folder 3
Notes and Correspondence box 31 folder 3 item 3.1
- Page 42- John W. Fisher papersSC MS 0165
The Statement of the Node Plate Claim box 31 folder 3 item 3.2
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FILE BOX 32 Processing Information: Processing Information
Box 14
Title/Description Instances Navy Stainless Steel Studies box 32 file Folder 1
Proposals box 32 folder 1 item 1.1
Nonmagnetic, Stainless Steel Advanced Double Hull Combat box 32 folder 1 item 1.1.1 Ships
Nonmagnetic Stainless Steel Double-Hull and Fiber Reinforced box 32 folder 1 item 1.1.2 Composite Hull Ship Construction
Proposal for Tests: Includes correspondence with project director box 32 folder 1 item 1.1.3
Proposal for Nonmagnetic Stainless Steel for Double Hull Ship box 32 folder 1 item 1.1.4 Construction
Reports box 32 folder 1 item 1.2
Engineering Technology Assessment Study of Stainless Steel box 32 folder 1 item 1.2.1 Advanced Double Hull Combatants
Status Report: Non-magnetic Stainless Steel Double Hull and box 32 folder 1 item 1.2.2 Fiber-Reinforced Composite Hull
Residual Stresses box 32 folder 1 item 1.3
Appendices: Includes The Neutron Diffraction Residual Stress box 32 folder 1 item 1.3.1 Instrument, and Supplement of Measuring Methods
Reference Material: Hammer Peening - A Practical Way to Extend box 32 folder 1 item 1.3.2 Fatigue Life, The Measurement of Residual Stresses in Welded Ship Structures and Their Effect on the Strength of the Structure, The Measurement of the Distribution of Residual Stresses Through the Thickness of a Welded Joint, X-Ray Diffraction Determination of the Residual Stress Distribution, Nondestructive Characterization of Materials VII, and Application of Neutron Diffraction to Engineering Problems
Presentations: Includes residual Stress Measurement in Neutron box 32 folder 1 item 1.3.3 Diffraction Method, Hull Fatigue Resistance, Residual Stresses in Welded Beams
Notes and Correspondence box 32 folder 1 item 1.3.4
- Page 43- John W. Fisher papersSC MS 0165
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FILE BOX 33 Title/Description Instances PITA box 33 folder 1 item 1.4
Year 2 Final Report box 33 folder 1 item 1.4.1
Year 3 Final Report box 33 folder 1 item 1.4.2
Year 5 Final Report: IIS-001 box 33 folder 1 item 1.4.3
Office of Research and Sponsored Programs (ORSP) Account box 33 folder 1 item 1.5 Requirements Files
Hull Fatigue Resistance box 33 folder 1 item 1.6
Hull Fatigue Resistance Presentation (ONR ATLSS) box 33 folder 1 item 1.6.1
Non-magnetic Stainless Steel for Double-Hull Ships Presentation box 33 folder 1 item 1.6.2 (ATLSS)
Progress Report for Stage 2: Non-magnetic Stainless Steel for box 33 folder 1 item 1.6.3 Double-Hull Ships
Fatigue Strength of Large Scale AL-6XN Sections box 33 folder 1 item 1.6.4
Stainless Repairs box 33 folder 1 item 1.7
Repair Beams Test Results and Procedures box 33 folder 1 item 1.7.1
BIW Welding Technician Services for AL-6XN Stainless Steel box 33 folder 1 item 1.7.2 Fatigue Test Specimens for Lehigh University
Fatigue Strength Improvement of Bridge Girders by Ultrasonic box 33 folder 1 item 1.7.3 Impact Treatment (UIT)
Fatigue Conference (9/23-27/2002): Conference Topic: Role box 33 folder 1 item 1.8 of Loads - Variable Amplitude Fatigue Resistance of Welded Stainless Steel Bulkhead Attachments
3-Cell Panting Fatigue Test Specimens Report box 33 folder 1 item 1.9
Presentations box 33 folder 1 item 1.10
Welding and Corrosion Research Activities, Weldability, box 33 folder 1 item 1.10.1 Corrosion and Fatigue Behavior-Welds Prepared with Surface Active Fluxes, Microstructural Analysis of Superaustenitic Stainless Steel Friction Stir Welds, and Laser Welding and Surface Treatment of Superaustenitic Stainless Steels for Improved Corrosion Resistance
Non-Magnetic Stainless Steel Double Hull Ships, and Stainless box 33 folder 1 item 1.10.2 Steel Advanced Double Hull-Hull Fatigue Resistance
- Page 44- John W. Fisher papersSC MS 0165
Welding Fume Generation Alleviation by Metal Temperature box 33 folder 1 item 1.10.3 Control During Welding, and Finite Element Modeling of Welding Residual Stresses and Distortion
Stage 2: Hull Strength/Stability, Tests of FRP Composite and box 33 folder 1 item 1.10.4 Hybrid Ship Hull and Deck Structures, and Novel Processing of Steel Foams
Residual Stresses in Welded Beams of AL-6XN Super Austenitic box 33 folder 1 item 1.10.5 Stainless Steel, and Evaluation of Welding Residual Stress Levels Through Shot Peening and Heat Treating
Stage 1: Stainless Steel Fatigue and Fracture box 33 folder 1 item 1.11
Test Procedures and Results: Fatigue Testing of Large Welded box 33 folder 1 item 1.11.1 Components
PITA II III box 33 folder 1 item 1.11.2
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FILE BOX 34 Title/Description Instances Stage 2 box 34 folder 1 item 1.12
Stainless Steel Fatigue and Fracture: Determine the Fatigue box 34 folder 1 item 1.12.1 Resistance of Dissimilar Austenitic Metal Welds
Fabrication: Fabrication of Test Specimens for Stage 2: Stainless box 34 folder 1 item 1.12.2 Steel Double Hull Program
Notes: Includes cost estimates and preliminary analysis box 34 folder 1 item 1.12.3
Studies: Stainless Steel Double Hull Ship Program: Stage 2 box 34 folder 1 item 1.12.4
Stage 3 box 34 folder 1 item 1.13
Nonmagnetic Stainless Steel for Double Hull Ship Construction: box 34 folder 1 item 1.13.1 Schematics, testing procedures and correspondence
Review Meeting Reports box 34 folder 1 item 1.14
Quarterly Review: Nonmagnetic Stainless Steel Advanced Double box 34 folder 1 item 1.14.1 Hull (Jan. 22, 1999)
Quarterly Review: Nonmagnetic Stainless Steel Double Hull (Feb. box 34 folder 1 item 1.14.2 18, 1999)
Quarterly Review: Nonmagnetic Stainless Steel Advanced Hull box 34 folder 1 item 1.14.3 Combatant Ships (Nov. 4, 1999)
2nd Quarterly Meeting: Nonmagnetic Stainless Steel Double Hull box 34 folder 1 item 1.14.4 (Feb. 1, 2000)
3rd Quarterly Meeting: Nonmagnetic Stainless Steel Double Hull box 34 folder 1 item 1.14.5 ( May 16, 2000)
- Page 45- John W. Fisher papersSC MS 0165
4th Quarterly Meeting: Nonmagnetic Stainless Steel Double Hull box 34 folder 1 item 1.14.6 (Aug. 9, 2000)
Quarterly Report: Nonmagnetic Stainless Steel Double Hull (Feb. box 34 folder 1 item 1.14.7 2, 2001)
Quarterly Report: Nonmagnetic Stainless Steel Double Hull FRP box 34 folder 1 item 1.14.8 Composite Ship Hull (May 17, 2001)
Weld Detail Fatigue Life Improvement Techniques: Survey to box 34 folder 1 item 1.15 determine need for repair weld fatigue testing
Report Draft Copies (for comments): Fatigue and Fracture of box 34 folder 1 item 1.16 Large Welded Components
Composite Reference Material: Includes AL-6XN Alloy, box 34 folder 1 item 1.17 Competing Composites, and International Conference: Advances in Marine Structures
AL-6XN Alloy: Physical, Mechanical and Corrosion Properties box 34 folder 1 item 1.17.1
Advanced (Unidirectional) Double-Hull Technical Symposium box 34 folder 1 item 1.18 (Edison Welding Institute, Eric’s Study)
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FILE BOX 35 Processing Information: Processing Information
Box 15
Title/Description Instances Structural Design Manual for Naval Surface Ships (Dec. 15, 1976) box 35 folder 1 item 1.19
Northridge Material (1994-2001) box 35 file Folder 1
SAC Steel Project box 35 folder 1 item 1.1
Correspondence: Includes conversation between parties and box 35 folder 1 item 1.1.1 progress reports
State of the Art Report for Joining and Inspection box 35 folder 1 item 1.1.2
Weld Acceptance Criteria for Seismically-Loaded Welded box 35 folder 1 item 1.1.3 Connections
Joining Inspection Team Meeting: Meeting Minutes and Handouts box 35 folder 1 item 1.1.4 (Sep. 23, 1999)
Joining Inspection Team Meeting: Meeting Minutes and Handouts box 35 folder 1 item 1.1.5 (Jan. 28, 1999)
Choosing the Proper Self-Shielded FCAW Wire, and Fracture box 35 folder 1 item 1.1.6 Mechanics Prediction of Brittle Fracture in Building Connections Using Pull-Plate Test Results
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Draft Final Report: Assess the Reliability of Available NDE box 35 folder 1 item 1.1.7 Methods to Identify Defects that Jeopardize the Behavior of Weld Joints
Overview of Beam-Column Connection Test Programs, box 35 folder 1 item 1.1.8 Performance Based Analysis and Design Procedure for Moment Resisting Steel Frames, and 90% Draft Guidelines Workshop on: Interim Guidelines Advisory No. 2
Failure Analysis of Welded Steel Moment Frames Damaged in the box 35 folder 1 item 1.1.9 Northridge Earthquake
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FILE BOX 36 Title/Description Instances SAC 7.05 - Analysis and Testing of Unreinforced Welded box 36 folder 1 item 1.1.10 Moment Connections: Status Report
SAC 7.05: Test results and procedures box 36 folder 1 item 1.1.11
Dynamic Tension Tests of Simulated WMRF Weld Joints box 36 folder 1 item 1.1.12
Reference Material: Stress Gradient and Crack Shape Effects on box 36 folder 1 item 1.1.13 Stress Intensity at Welded Details, Stress Gradient Correction Factor for Stress Intensity at Welded Gusset Plates, Through- Thickness Properties of Structural Steels, and 50% Draft SAC Guidelines Produced
Through-Thickness Testing of A913 Grade 65 Heavy Column box 36 folder 1 item 1.1.14 Flanges
Through-Thickness Strength and Ductility of Column Flanges in box 36 folder 1 item 1.1.15 Moment Connections
Effects of Strength/Toughness Mismatch on Structural and box 36 folder 1 item 1.1.16 Fracture Behavior in Weldments (Subtasks 5.2.1 and 5.2.2)
Northridge I: Dynamic box 36 folder 1 item 1.2
Test Data and Results: Includes graphs, schematics, and data box 36 folder 1 item 1.2.1 output
Berger Norton (St. Johns): Medical Plaza with cracking in beam- box 36 folder 1 item 1.2.2 to-column connections
Northridge II: Statics box 36 folder 1 item 1.3
Test Result Data box 36 folder 1 item 1.3.1
Tables and Graphs box 36 folder 1 item 1.3.2
Failure Analysis of Welded Steel Moment Frames Damaged in the box 36 folder 1 item 1.3.3 Northridge Earthquake
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FILE BOX 37 Title/Description Instances Japanese Tests (NHK): Moment frame connection damage box 37 folder 1 item 1.4
Test Results and Personal Notes box 37 folder 1 item 1.4.1
Rehabilitating Pre-Northridge Steel Moment Frame Connections: box 37 folder 1 item 1.4.2 RBS and Haunch Approaches Considering Slab Effects
Strain Gauge Testing Data box 37 folder 1 item 1.4.3
Correspondence and Personal Notes: Includes Building Code box 37 folder 1 item 1.4.4 Manual
Reference Material: Damage of Steel Buildings in the Hyogoken- box 37 folder 1 item 1.4.5 Nanbu Earthquake, Beam-to-Column Connections Subjected to Seismic Loads, and Girder-Column Cruciform Connection Testing: Moscone Center Expansion Project
Trident Center (Castro and Worthage) box 37 folder 1 item 1.5
Notes and Correspondence box 37 folder 1 item 1.5.1
Trident Center Welded Moment Connection Failures: Statement box 37 folder 1 item 1.5.2 of Opinions
Notes: Commentary on test results, preliminary analysis and box 37 folder 1 item 1.5.3 colleague correspondence
Failure Analysis of Welded Steel Moment-Resisting Frame box 37 folder 1 item 1.5.4 Connections: Includes personal notes
Trident Center vs. Lincoln Electric box 37 folder 1 item 1.5.5
Trident Center Reference Material box 37 folder 1 item 1.6
Achieving Ductile Behavior of Moment Connections: Part I and II box 37 folder 1 item 1.6.1
Fracture and Ductility of Welded Moment Connections under box 37 folder 1 item 1.6.2 Dynamic Loading, Background Reports: Metallurgy, Fracture Mechanics, Welding, Moment Connections and Frame Systems Behavior, and Dynamic Tension Tests of Simulated Moment Resisting Frame Weld Joints
Cracking, Repair and Ductility Enhancement of Welded Moment box 37 folder 1 item 1.6.3 Connections, Fracture Analysis of Failed Moment Frame Weld Joints Produced in Full-Scale Laboratory Tests and Buildings Damaged in the Northridge Earthquake, and Parametric Tests on Unreinforced Steel Moment Connections
Inelastic Finite Element Studies of Unreinforced Welded Beam- box 37 folder 1 item 1.6.4 to-Column Moment Connections, Seismic Testing of Welded Beam-to-Column Moment Connections, Critical Issues in Achieving Ductile Behaviour of Welded Moment Connections,
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Extent of Weld Fracturing During Northridge Earthquake, and UT Reliability for Inspection of T-Joints with Backing
Cyclic-Loading Performance of Welded Flange-Bolted Web box 37 folder 1 item 1.6.5 Connections, SAC Steel Project: Investigations Nearing Completion, Engineering Journal: Experience with Use of Heavy W Shapes in Tension, Steel Moment-Resisting Frames After Northridge, and Properties of Filler Metal: E70T-4 and E70T-7
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FILE BOX 38 Title/Description Instances Westside Associates Ltd. vs. Lincoln Electric: Safety design of box 38 folder 1 item 1.7 welded connections post earthquake
Connection Test Summaries box 38 folder 1 item 1.7.1
Fracture Mechanics Analysis box 38 folder 1 item 1.7.2
Notes and Correspondence: Includes conversation between Fisher box 38 folder 1 item 1.7.3 and Westside Associates and case notes
San Diego Tests for Lincoln: Department of Structural box 38 folder 1 item 1.7.4 Engineering, Rutherford Chekene Test Project Specimen 1
Trillium (WJE) box 38 folder 1 item 1.8
Photographs: Photos of test specimens box 38 folder 1 item 1.8.1
Notes and Correspondence: Includes personal case notes box 38 folder 1 item 1.8.2
The California Employee’s Retirement System vs. Lincoln box 38 folder 1 item 1.8.3 Electric: Includes Construction Litigation Reporter Article
11150 Olympic Blvd., Santa Monica: Fracture evaluation and box 38 folder 1 item 1.9 testing of WRMF weld samples
MGM Plaza, Santa Monica: Defective weld wires box 38 folder 1 item 1.10
Westside Towers: Faulty welds fail to withstand seismic loads box 38 folder 1 item 1.11
Lincoln Weld Investigations box 38 folder 1 item 1.12
1962-1963: Weld Metal Superior to Base Metal box 38 folder 1 item 1.12.1
1967: NS-3M Properties box 38 folder 1 item 1.12.2
1970: Lincoln Electric Company NS-3M E70T-4 specifications box 38 folder 1 item 1.12.3
1971-1984: The Metallurgy of Innershield box 38 folder 1 item 1.12.4
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FILE BOX 39
- Page 49- John W. Fisher papersSC MS 0165
Processing Information: Processing Information
Box 16
Title/Description Instances SAC and Northridge Earthquake (1994-2001) box 39 file Folder 1
SAC II: Contracts and Bills box 39 folder 1 item 1.1
Failure Analysis of Welded Moment Resisting Frames Damaged box 39 folder 1 item 1.2 in the Northridge Earthquake
NIST: Northridge box 39 folder 1 item 1.3
Notes and Correspondence: Failure Analysis of Structures as well box 39 folder 1 item 1.3.1 as Material Properties and Fractographs
Reference Material: Finding Solutions: Steel Moment Frames box 39 folder 1 item 1.3.2 after Northridge, Why Steel Fractured in the Northridge Earthquake, Lincoln Electric Company Testing Procedures, and Modern Steel Construction Periodical
Triangle Building (Warner Bros. SKG): Beam-Column Sample box 39 folder 1 item 1.4 Testing
A Survey of Steel Moment-Resisting Frame Buildings Affected by box 39 folder 1 item 1.5 the 1994 Northridge Earthquake
Reconnaissance Report on Damage to Steel Building Structures box 39 folder 1 item 1.6 Observed from the 1995 Hyogoken-Nanbu Earthquake
Steel Moment Frame Repair: A New Solution box 39 folder 1 item 1.7
Modern Steel Construction, ENR: Caught Off Balance, and The box 39 folder 1 item 1.8 Lessons Learned from the Northridge Earthquake
SAC Steel Program - Phase 1 box 39 folder 1 item 1.9
Interim Guideline No. 1: Steel Moment Frame Connection box 39 folder 1 item 1.10 (FINAL DRAFT)
Proceedings of AISC Special Task COmmittee on the Northridge box 39 folder 1 item 1.11 Earthquake Meeting
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FILE BOX 40 Title/Description Instances Seismic Moment Connections box 40 folder 1 item 1.12
Notes and Correspondence of the AISC Task Force box 40 folder 1 item 1.12.1
Reports: Includes Procedure and Executive Summary as well as box 40 folder 1 item 1.12.2 ENR: Steel Frame Fractures Raise Doubts, LA Times: Cracked Steel in Buildings Stirs Fear, and the Metallurgy of Innershield - Page 50- John W. Fisher papersSC MS 0165
SAC Phase I box 40 folder 1 item 1.13
Notes, Correspondence and Contracts box 40 folder 1 item 1.13.1
Reports: Program for Reduction of Earthquake Hazards in Steel box 40 folder 1 item 1.13.2 Moment Frame Buildings, Response of Steel Frame Buildings During the Great Hanshin-Awaji Earthquake Disaster, and Task 3: Assessment of the Performance of Steel Frame Buildings During the Northridge Earthquake
NSF: Northridge box 40 folder 1 item 1.14
Notes, Correspondence and Contracts box 40 folder 1 item 1.14.1
Reports: Project Proposal and Summary, Cracking, Repair, and box 40 folder 1 item 1.14.2 Ductility Enhancement of Large-Size Steel Beam-to-Columns Connections Subjected to Dynamic Cyclic Loading, Vibration Control Project: Passive Viscoelastic Dampers to Help Reduce Building Vibration from Wind and Seismic Events , and Weld Metal Toughness: A Key to Achieving Ductile Behavior of Moment Connections
Test and Progress Report box 40 folder 1 item 1.14.3
SOA on Fracture box 40 folder 1 item 1.15
Fracture Mechanics of Structural Steel (2 copies) box 40 folder 1 item 1.15.1
SAC State of the Art Paper on Fracture Mechanics box 40 folder 1 item 1.15.2
Articles: Modern Steel Construction, Northridge Fractures, box 40 folder 1 item 1.15.3 Critical Energy Rate Analysis of Fracture Strength, NRL Reprint No. 20-52: Fracturing and Fracture Dynamics, and Viscoplastic Characterization of A533B Steel at High Strain Rates
Photo and Fractographs box 40 folder 1 item 1.15.4
The Loma Prieta Earthquake, October 17, 1989: Effects on the box 40 folder 1 item 1.16 San Francisco-Oakland Bay Area
The Performance of Steel Buildings in Past Earthquakes box 40 folder 1 item 1.17
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FILE BOX 41 Title/Description Instances SAC-Northridge: Lehigh Contributions box 41 folder 1 item 1.18
Notes and Correspondence: Includes personal notes, preliminary box 41 folder 1 item 1.18.1 analysis and findings
Testing Protocol and Fixed Fee Subcontract box 41 folder 1 item 1.18.2
Earthquake Research Workshop (8/3-4/95) box 41 folder 1 item 1.19
Workshop Material: Includes program overview and report as well box 41 folder 1 item 1.19.1 as questions and discussion - Page 51- John W. Fisher papersSC MS 0165
Reference Material: Survey Results Summary for Post-Earthquake box 41 folder 1 item 1.19.2 Investigations Questions, Directions for Research in the Next Decade: Report on Workshop, and Directions for Research in the Next Decade: Proceedings of Workshop
Invitational Workshop on Steel Seismic Issues box 41 folder 1 item 1.19.3
Program to Reduce Earthquake Hazards in Steel Moment Frame box 41 folder 1 item 1.19.4 Structures, Seismic Design Practices for Steel Buildings, and the Economist: A Survey of Earthquake Engineering
Proposals to the National Science Foundation:Steel Building box 41 folder 1 item 1.20 Retrofit Using Viscollastic Dampers, Performance of I5/Gavin Canyon and Undercrossing in the Northridge Earthquake, and Building Adjacency Problems Including Pounding During the Northridge Earthquake
Reference Material: The Great Earthquake-What Kobe Taught Us box 41 folder 1 item 1.21 About Steel Welded Structures, and Failure Experience of Steel Framed Structures Observed from Hanshin Great Earthquake
Core Sample Evaluation: Owensmouth Report box 41 folder 1 item 1.22
Weld Defect Evaluation: Warner Premier Building (WJE) box 41 folder 1 item 1.23
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FILE BOX 42 Title/Description Instances Examination of Base Plate Fractures: Oviatt Library (WJE) box 42 folder 1 item 1.24
Seismic Connections: Preliminary Test Results of Kaiser/Lehigh box 42 folder 1 item 1.25 Bolted Repair Method, and Seismic Provisions for Structural Steel Buildings
Beam-Column Fractures (WJE, MCA Building) box 42 folder 1 item 1.26
Photographs of Samples box 42 folder 1 item 1.26.1
Notes, Correspondence, Modern Steel Construction (April 1994), box 42 folder 1 item 1.26.2 and Test Results
Aetna Casualty Surety Company vs. Turner Construction box 42 folder 1 item 1.26.3 Company
Weak Axis Moment Connections (A69) box 42 folder 1 item 1.27
Beam-to-Column Connections: Program of Tests of Moment- box 42 folder 1 item 1.27.1 Resistant Steel Beam-to-Column Web Connections, and Beam- to-Column Connections: Program of Pilot Tests Associated with Beam-to-Column Web Connection Studies
Fracture of Moment Connections: Parametric Analysis of Tension box 42 folder 1 item 1.27.2 Flange Connection Details, Elastic-Plastic Analysis of Tension Flange Connection Details, and Highlights of Moment Connection Details Test No. 1 - Page 52- John W. Fisher papersSC MS 0165
Fracture of Moment Connections: Tests on Simulated Beam-to- box 42 folder 1 item 1.27.3 Column Web Moment Connection Details, and Proposed Beam- to-Column Web Connection Specimens
Fisher LMC2) box 42 folder Box 17 item Box 17 (Folder still (Folder still in exhibit in exhibit
Williamsburg Bridge Studies (1994-2003):Orthotropic Steel Deck box 42 file Folder 1
Williamsburg Bridge Technical Advisory Committee: Technical box 42 folder 1 item 1.1 Report to the Commissioners of Transportation of the City and State of New York (June 30, 1988)
Williamsburg Bridge Rehabilitation South Roadways: Orthotropic box 42 folder 1 item 1.2 Deck Reconstruction Phase III Field Tests- Lehigh University
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FILE BOX 43 Title/Description Instances Invoice #4 box 43 folder 1 item 1.2.1
Technical Drawings: Include main span deck plan and details box 43 folder 1 item 1.3
Williamsburg Test Rehabilitation - Orthotropic Deck Test Panel box 43 folder 1 item 1.4 Phase II
Subcontract Agreements and Invoice #1 box 43 folder 1 item 1.4.1
Invoice #17-22 box 43 folder 1 item 1.4.2
Proposal for Phase II: Laboratory Fatigue Testing box 43 folder 1 item 1.4.3
Williamsburg Bridge: Orthotropic Deck Fatigue Test box 43 folder 1 item 1.5
Williamsburg Bridge Phase I Report: Includes correspondence and box 43 folder 1 item 1.6 test results
Fatigue Test Results box 43 folder 1 item 1.7
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FILE BOX 44 Title/Description Instances Williamsburg Field Tests box 44 folder 1 item 1.8
Field Testing of the Invocon Wireless Data Acquisition System box 44 folder 1 item 1.8.1
Evaluation of the Effects of Diaphragm Offset at Panel box 44 folder 1 item 1.8.2 Point 67E on the South Outer Roadway: PDF Available at ; HYPERLINK "http://preserve.lehigh.edu/engr-civil-
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environmental-atlss-reports/233/" \h ;http://preserve.lehigh.edu/ engr-civil-environmental-atlss-reports/233/
Slides: Presentation on testing procedures and results box 44 folder 1 item 1.8.3
Fractographs box 44 folder 1 item 1.8.4
Newspaper Articles: Williamsburg Bridge: The Most Complex box 44 folder 1 item 1.8.5 Bridge Rehabilitation Ever Undertaken, Orthotropic Steel Decks are a Viable Bridge Option, and Cable Ready for a New Century
Photographs of Test Samples box 44 folder 1 item 1.8.6
Correspondence box 44 folder 1 item 1.9
Meeting Minutes box 44 folder 1 item 1.10
FEM Study (Fang) box 44 folder 1 item 1.11
Mini Report on Spring Stiffness box 44 folder 1 item 1.11.1
Summary of Finite Element Analysis of Bulkhead/Rib Connection box 44 folder 1 item 1.11.2
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FILE BOX 45 Title/Description Instances Test Results and Analysis box 45 folder 1 item 1.11.3
Finite Element Analysis and Model box 45 folder 1 item 1.11.4
Williamsburg Bridge Rehabilitation Orthotropic Fatigue Test box 45 folder 1 item 1.12 Panel: Phase I
Invoices #3-5 box 45 folder 1 item 1.12.1
Invoices #6-9 box 45 folder 1 item 1.12.2
Invoices #10-12 box 45 folder 1 item 1.12.3
Invoices #13-16 box 45 folder 1 item 1.12.4
Spanning the 21st Century, The Role of Expert Witnesses in box 45 folder 1 item 1.13 Design Cases: An Update, and Metals in Construction
Phase III: Field Test box 45 folder 1 item 1.14
Invoices #1-3 box 45 folder 1 item 1.14.1
Correspondence: Includes email and letter mail as well as personal box 45 folder 1 item 1.14.2 notes
Subcontract Agreements box 45 folder 1 item 1.14.3
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FILE BOX 46 Processing Information: Processing Information
Box 18
Title/Description Instances Reference Slides: Contain sample photos used in reports, can be box 46 folder 1 item 1.15 cross referenced
US Steel Building (JWF 166, 1967): Testing of beam and push box 46 file Folder 1 out specimens as well as coupon tests and testing of concrete cylinders, includes test results, summary and graphs
Fatigue Tests of Studs in Bending (JWF 173, 1969): box 46 file Folder 2 Determination of the performance of studs welded to mild steel and various alloy steels, includes testing procedure and results
AISI Criteria for Maximum Strength Design of Steel Bridges box 46 file Folder 3 (1966-1974)
Testing Procedures and Results: Includes personal notes, raw data, box 46 folder 3 item 3.1 as well as data exchanged between colleagues
Correspondence: Includes letter mail, copies of report drafts and box 46 folder 3 item 3.2 commentary
Reports, Studies and Specifications box 46 folder 3 item 3.3
Steel Research for construction: Tentative Criteria for Load Factor box 46 folder 3 item 3.3.1 Design of Steel Highway Bridges (March 1969)
Tentative Design Criteria for Ultimate Strength Design of Steel box 46 folder 3 item 3.3.2 Highway Bridges: Sections 2.1.2: Compact Beams and 2.4: Splices, Connections and Details
Load Factor Design for Steel Building Structures by T.V. box 46 folder 3 item 3.3.3 Galambos
PennDOT HPS Demo Project (1997-2001) box 46 file Folder 4
Proposal Pennsylvania Innovative High-Performance Steel Bridge box 46 folder 4 item 4.1 Demonstration Project
Memorandum for preliminary results of design study comparing box 46 folder 4 item 4.2 weights of flat web girders with corrugated web girders and for the proposed agenda for PennDOT meeting
Correspondence, Notes and Reference: Includes Fatigue Test of box 46 folder 4 item 4.3 Tensile Plates with Inclined Fillet Welded Ribs, PITA Report- Year 1: HPS Bridge Demonstration Project, and Corrugated Web Fabricators Presentation
HPS Demonstration Project box 46 folder 4 item 4.4
Notes and Correspondence: Includes personal notes, detailed box 46 folder 4 item 4.4.1 conversation as well as preliminary test results
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The Pennsylvania Innovative HPS Highway Bridge box 46 folder 4 item 4.4.2 Demonstration Project
Reference: Pennsylvania Bridge Demo Presentation box 46 folder 4 item 4.4.3 (transparencies), Standard Specification for Carbon and High- Strength Low-Alloy Structural Steel Shapes, Plates, and Bars, Bridge Girders with Corrugated Webs, and Pennsylvania SR 0772 Innovative HPS Bridge Demo Project
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FILE BOX 47 Title/Description Instances DOT High Performance Steel Projects: Material and Corrugated box 47 file Folder 5 Webs (1995-2003)
HPS Weldability Demo: Improved Weldability Using box 47 folder 5 item 5.1 Undermatched Welds
Optimum Weld-Metal Strength for High-Strength Steel Structures, box 47 folder 5 item 5.2 PDF Available at: ; HYPERLINK "http://preserve.lehigh.edu/ engr-civil-environmental-atlss-reports/210/" \h ;http:// preserve.lehigh.edu/engr-civil-environmental-atlss-reports/210/
Evaluation of a Production heat of an Improved Cu-Ni box 47 folder 5 item 5.3 70W/100W Steel, PDF Available at: ; HYPERLINK "http:// preserve.lehigh.edu/engr-civil-environmental-atlss-reports/11/" \h ;http://preserve.lehigh.edu/engr-civil-environmental-atlss- reports/11/
Report Meeting of HPS Steel Advisory Group box 47 folder 5 item 5.4
Guide for Highway Bridge Fabrication with HPS70W Steel, High box 47 folder 5 item 5.5 Performance Steel: Research to Practice, A Technical Overview of HPSs for Bridges, and HPSs for Structural Applications
Flexural Strength and Ductility of HPS-100W Steel I-Girders, box 47 folder 5 item 5.6 PDF Available at: ; HYPERLINK "http://preserve.lehigh.edu/ engr-civil-environmental-atlss-reports/231/" \h ;http:// preserve.lehigh.edu/engr-civil-environmental-atlss-reports/231/
Draft Final Report: Innovative Bridge Design Using High box 47 folder 5 item 5.7 Performance Steel
HPS Innovative Bridge Designs box 47 folder 5 item 5.8
Notes, Correspondence and Test Results: Includes personal notes, box 47 folder 5 item 5.8.1 exchanged letter mail and contract agreements
High Strength Steels for Buildings and Bridges box 47 folder 5 item 5.8.2
Meeting Report: FHWA High Performance Steel Project box 47 folder 5 item 5.8.3
Innovative Bridge Designs Using Enhanced Performance Steels box 47 folder 5 item 5.8.4
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The Development of Application Technology of High box 47 folder 5 item 5.9 Performance Steel to Civil Structures: Bridge Designs to Exploit HPS
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FILE BOX 48 Title/Description Instances Design and Behavior of High Performance Steel: I-Girders with box 48 folder 5 item 5.10 Composite Webs, PDF Available at: ; HYPERLINK "http:// preserve.lehigh.edu/engr-civil-environmental-atlss-reports/258/" \h ;http://preserve.lehigh.edu/engr-civil-environmental-atlss- reports/258/
NYIEC Technical Conference: Cross Disciplinary Research and box 48 folder 5 item 5.11 Education at the NSF ATLSS Center
HPS Bridge Design box 48 folder 5 item 5.12
Subcontracts and Correspondence: Includes meeting minutes box 48 folder 5 item 5.12.1
Finite Element Models and Relationships Presentation box 48 folder 5 item 5.12.2 (transparencies)
Stress-Strain Properties of HPS and the Implications for Civil- box 48 folder 5 item 5.12.3 Structure Design
Rotation Capacity and Tensile Ductility of High Performance box 48 folder 5 item 5.12.4 Steel Members
Expanded Draft Final Report on Effect of Yield-Tensile Ratio box 48 folder 5 item 5.12.5 on Structural Behavior-High Performance Steels for Bridge Construction
Historic Use of 100 ksi Bridge Steel, Bridge Research (FHWA), box 48 folder 5 item 5.13 and International Survey of the Application of High Strength Steels in Bridges and other Structures
Report of Meeting Attendance: Steering Committee-High box 48 folder 5 item 5.14 Performance Steels
Uses of High Strength Steel in International Bridge Design and box 48 folder 5 item 5.15 Modern Steel Construction (Sept. 1994)
Application of High-Strength and High-Performance Steels in box 48 folder 5 item 5.16 Bridge Structures: Includes report, notes and prepared workshop on topic
Economical Steel Box Girder Bridges and NYS Structural Shape box 48 folder 5 item 5.17 Catalog
The National Symposium on Steel Bridge Construction: box 48 folder 5 item 5.18 Proceedings
Potential for High Performance Steel in Plate Girder Bridge box 48 folder 5 item 5.19 Designs Under the LRFD Code - Page 57- John W. Fisher papersSC MS 0165
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FILE BOX 49 Processing Information: Processing Information
Box 19
Title/Description Instances High Performance Steel: Reviewed and Revised Material box 49 folder 5 item 5.20
HPS and HPM Initiative (FHWA and PITA) box 49 folder 5 item 5.21
Report on Meeting on Cu-Ni HPS-70W/100W Grades for Bridges box 49 folder 5 item 5.21.1
High Performance Steels (For bridge construction), Tennessee: box 49 folder 5 item 5.21.2 State Route 53 Bridge Over Martin Creek, Jackson County, and Development of High Performance Steels for U.S.A. Bridges
Volume I: Technical Capabilities box 49 folder 5 item 5.21.3
Weldability Evaluation of Cu-Ni HPS 100W Bridge Steel, box 49 folder 5 item 5.22 PDF Available at: ; HYPERLINK "http://preserve.lehigh.edu/ engr-civil-environmental-atlss-reports/29/" \h ;http:// preserve.lehigh.edu/engr-civil-environmental-atlss-reports/29/
High Performance Steel Update Presentation box 49 folder 5 item 5.23
Report on Meeting of HPS Steel Advisory Group (3/21/02, box 49 folder 5 item 5.24 11/20/02, and 10/30/03
Development of an Improved HPS-100W Steel for Bridge box 49 folder 5 item 5.25 Applications
FHWA/PITA Correspondence and Meeting Reports box 49 folder 5 item 5.26
The World Trade Center (2001-2002) box 49 file Folder 1
Photographs box 49 folder 1 item 1.1
General box 49 folder 1 item 1.1.1
The World Trade Center: Photosets #1-2 box 49 folder 1 item 1.1.2
The World Trade Center: Photosets #3-4 box 49 folder 1 item 1.1.3
ASCE #1-4 box 49 folder 1 item 1.1.4
ASCE #5-8 box 49 folder 1 item 1.1.5
Tower 2 (94-97) and Fire Damage box 49 folder 1 item 1.1.6
Not Used box 49 folder 1 item 1.1.7
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FILE BOX 50 Title/Description Instances New Articles box 50 folder 1 item 1.2
Newspaper Clippings box 50 folder 1 item 1.2.1
Online Articles box 50 folder 1 item 1.2.2
ENR-The Construction Weekly box 50 folder 1 item 1.2.3
Formal Notice of Release from Confidentiality Agreement box 50 folder 1 item 1.3
Notes: Contain original welding design as well as photo box 50 folder 1 item 1.4 identification
Preliminary Notes: Detail a plan of action and an outline of tasks box 50 folder 1 item 1.5
The World Trade Center: An Architectural and Engineering box 50 folder 1 item 1.6 Milestone: 1964-1965 Design Booklet
Collapse Theories and Engineering Analysis box 50 folder 1 item 1.7
Tall Building Council: Following Sept. 11, 2001 the meeting box 50 folder 1 item 1.8 evaluated specifications and designs to create redundant and safe tall structures
Articles Relating to High Rise Fire Safety box 50 folder 1 item 1.9
Building Performance Study: Focuses on the impact of fire box 50 folder 1 item 1.10 damage to the structural stability of WTC buildings
Notes and Correspondence: Detailed conversation between team box 50 folder 1 item 1.10.1 members as well as personal notes and revisions
Revisions and Review Suggestions for Final Report box 50 folder 1 item 1.10.2
Reference Material: Includes articles and reports on the topic of box 50 folder 1 item 1.10.3 the effect of fire on steel
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FILE BOX 51 Title/Description Instances Draft of Executive Summary of Study box 51 folder 1 item 1.10.4
General Comments on the Draft of the “World Trade Center box 51 folder 1 item 1.10.5 Building Performance Study”
Eyewitness Accounts: Includes first hand accounts as well as box 51 folder 1 item 1.11 photographs taken at the site
The World Trade Center (1966) box 51 folder 1 item 1.12
Notes and Correspondence box 51 folder 1 item 1.12.1
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Reference Material: Includes drawings of typical floor plan, Why box 51 folder 1 item 1.12.2 Did the World Trade Center Collapse, Anatomy of Collapse, WTC Building Performance Study, Flexural Strength of Steel- Concrete Composite Beams, and ASTM E 1820
A Report to Bethlehem Steel Corporation on the World Trade box 51 folder 1 item 1.12.3 Center
WTC Meeting, National Academy of Engineering Section 4 (Jan box 51 folder 1 item 1.13 18, 2002): Implications of Sept. 11 for large building systems
Articles: Structural Integrity and the Oklahoma City Bombing, box 51 folder 1 item 1.13.1 Public Safety-A Growing Factor in Modern Design, Experts Urging Broader Inquiry in Towers’ Fall, Wounded Buildings Offer Survival Lessons, What Made New York’s Twin Towers Collapse?, Chapter 3-Approach to Fire Design of Structures, and Chapter 5-Steel and Steel-Concrete Composite Structures
ASCE/SEI Team box 51 folder 1 item 1.14
Appendix B (of WTC study): Structural Steel and Steel box 51 folder 1 item 1.15 Connections
Notes and Correspondence: Includes commentary and revisions box 51 folder 1 item 1.15.1
Chapter 1, Appendix B and C box 51 folder 1 item 1.15.2
Appendix B: Drafts and working copies box 51 folder 1 item 1.15.3
WTC 5 Connections: Collapse due to to fire exposure rather than box 51 folder 1 item 1.16 debris impact
Floor Truss Connections box 51 folder 1 item 1.17
Technical Drawings: Detailed floor truss connections box 51 folder 1 item 1.17.1
Notes and Correspondence: Includes preliminary analysis and box 51 folder 1 item 1.17.2 calculations
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FILE BOX 52 Title/Description Instances Floor Framing Plan box 52 folder 1 item 1.17.3
Materials and Column Details: Includes test results for columns in box 52 folder 1 item 1.18 WTC one and two as well as technical drawings with schematics
FEMA Report: World Trade Center Building Performance Report box 52 folder 1 item 1.19 1.19.1: Chapter 1: Introduction
Chapter 2: WTC 1 and WTC 2 box 52 folder 1 item 1.19.2
Chapter 3: WTC 3 (the World Trade Center Hotel) box 52 folder 1 item 1.19.3
Chapter 4: WTC 4, 5, and 6 box 52 folder 1 item 1.19.4
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Chapter 5: WTC 7 box 52 folder 1 item 1.19.5
Chapter 6: Bankers Trust Building box 52 folder 1 item 1.19.6
Chapter 7: Peripheral Buildings box 52 folder 1 item 1.19.7
Chapter 8: Observations, Findings, Conclusions, and box 52 folder 1 item 1.19.8 Recommendations
Appendix A: Overview of Fire Protection in Buildings box 52 folder 1 item 1.19.9
Appendix B: Structural Steel and Steel Connections box 52 folder 1 item 1.19.10
Appendix C: Metallurgical Examination box 52 folder 1 item 1.19.11
Appendix D: Steel Data Collection Project Summary box 52 folder 1 item 1.19.12
Appendix F: Structural Engineers Emergency Response Plan box 52 folder 1 item 1.19.13
Final Draft-World Trade Center Building Performance Study: box 52 folder 1 item 1.20 Data Collection, Preliminary Observations, and Recommendations
Draft: WTC Building Performance Study Internal Review box 52 folder 1 item 1.21
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FILE BOX 53 Title/Description Instances Team Rules and Proceedings box 53 folder 1 item 1.22
The Oklahoma City Bombing box 53 folder 1 item 1.23
High Rise Building Fires box 53 folder 1 item 1.24
High Rise Office Buildings box 53 folder 1 item 1.25
Two Fires Demonstrate Evacuation Problems in High-Rise box 53 folder 1 item 1.26 Buildings
Fire Investigations: National Fire Protection Association box 53 folder 1 item 1.27
First Interstate Bank Building Fire (1988) box 53 folder 1 item 1.27.1
World Trade Center Explosion and Fire (1993) box 53 folder 1 item 1.27.2
folder 1 continues box 53 folder Box 20 item Box 20
IaDOT Paxton-Mitchell Snooper Boom Failure (WJE No.993019, box 53 file Folder 1 1999-2003): Corrosion in bolts
Notes and Correspondence box 53 folder 1 item 1.1
Gettler and Ruffing vs Paxton-Mitchell: Report of Expert Pursuant box 53 folder 1 item 1.2 to Federal Rules of Civil Procedure
Disposition of John W. Fisher box 53 folder 1 item 1.3
Exhibits #1-7 box 53 folder 1 item 1.4
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Exhibit #8 box 53 folder 1 item 1.5
Exhibits: #9-10 box 53 folder 1 item 1.6
Exhibits #11-12 box 53 folder 1 item 1.7
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FILE BOX 54 Title/Description Instances Column Web Cracking, North Tower of Valley Medical Center box 54 file Folder 2 (WJE No.960673, 1996)
Photographs box 54 folder 2 item 2.1
Notes and Correspondence box 54 folder 2 item 2.2
Reference Material: Strain Aging Behavior of Microalloyed box 54 folder 2 item 2.3 Steels, and Nurcor-Yamato Steel: Tide (WJE) Commentary of APTECH Report
Reports box 54 folder 2 item 2.4
Root Cause Evaluation of Web Cracking in Columns for the Santa box 54 folder 2 item 2.4.1 Clara Medical Center, North Tower Project
Review of Web Cracking Variables box 54 folder 2 item 2.4.2
K- Area Investigation and Property Changes box 54 folder 2 item 2.4.3
Web Cracking at Moment Connection and Strain Aging Behavior box 54 folder 2 item 2.4.4 of Microalloyed Steels
WJE/ATLSS Test Program Report box 54 folder 2 item 2.4.5
AISC Advisory Committees and K-Region Tests (1997-2002, box 54 file Folder 3 AISC)
Effect of Straightening method on the Cyclic Behavior of K-Area box 54 folder 3 item 3.1 in Steel Rolled Shapes
Updating Standard Shape Material Properties Database for Design box 54 folder 3 item 3.2 and Reliability (K-Area 4)
Web Crippling, Minutes of June 13, 2001 Meeting, and Joe Yura’s box 54 folder 3 item 3.3 Memo of Sept. 25, 2001
Meeting Minutes and Task Committee Correspondence box 54 folder 3 item 3.4
The Effect of Straightening Method on the K-Area box 54 folder 3 item 3.5
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FILE BOX 55
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Title/Description Instances K-Area Toughness: Lehigh Test Results box 55 folder 3 item 3.6
Critique of “Cracking of Wide Flange “K” Distance Location” box 55 folder 3 item 3.7
AISC Advisory Statement on Mechanical Properties Near the box 55 folder 3 item 3.8 Fillet of Wide Flange Shapes and Interim Recommendations
AISC K-Region Tests box 55 folder 3 item 3.9
Slide Presentations box 55 folder 3 item 3.10
Effect of Manufacturing Process on K-Area Properties and Service box 55 folder 3 item 3.10.1 Performance
Sample Photos box 55 folder 3 item 3.10.2
Materials and Design Workshop, Jan. 8, 1997 box 55 folder 3 item 3.11
AISC on Transverse Welds box 55 folder 3 item 3.12
Strength of Transverse Fillet Welds Made with FIller Metals box 55 folder 3 item 3.13 without Specified Toughness
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FILE BOX 56 Processing Information: Processing Information
Box 21
Title/Description Instances Study on Cyclic Stress-Strain (AISC, 1998) box 56 file Folder 4
Characterization of Cyclic Inelastic Strain Behavior on Properties box 56 folder 4 item 4.1 of A572 Grade 50 and A913 Rolled Sections
Through-Thickness Properties of Structural Steels box 56 folder 4 item 4.2
AISC Research Subcommittee on Shape Material and Design box 56 file Folder 5
Actuator Failure (1989, ConnDOT): Fatigue cracking of hydraulic box 56 file Folder 1 actuator rod
Crane Failure (1988, ConnDOT) box 56 file Folder 2
Photographs: 950-8 box 56 folder 2 item 2.1
Notes and Correspondence box 56 folder 2 item 2.2
Kone Wood (1991): Cracking in groove welds on a Hardox box 56 file Folder 3 bearing flanges of Kone barking drum support ring
Newark Monorail Structure (AEG Car, 1993): Test results and box 56 file Folder 4 properties of A242 and A588 Weathering Steels
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I-84/I-91 Interchange (1989-1990, ConnDOT) box 56 file Folder 5
Notes and “The Basis for Revised Non-Destructive Testing and box 56 folder 5 item 5.1 Weld Defect Acceptance Standards for Steel Bridges in BS 5400
Memorandums: Project 63-375, Structure 10 National Eastern box 56 folder 5 item 5.2 Corporation Repair Procedure No. 41
Correspondence box 56 folder 5 item 5.3
Photographs: 950-14 box 56 folder 5 item 5.4
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FILE BOX 57 Title/Description Instances Progress Reports on Project 63-375, Structure 10 National Eastern box 57 folder 5 item 5.5 Corporation
Correspondence from ConnDOT: Office of Research and box 57 folder 5 item 5.6 Materials
ATLSS Reports on State Project 63-375: I-84/I-91 Interchange box 57 folder 5 item 5.7
Brunswick Plant (1992-1993, Bechtel): Aim to establish a box 57 file Folder 6 confidence level of the miscellaneous steel in the Reactor Building and document the current design basis for miscellaneous steel
Brunswick Nuclear Plant: Phase I Engineering Walkdown box 57 folder 6 item 6.1 Procedure for Reactor Building Supplementary Steel
Overview of Unit 1: Restart Evaluation box 57 folder 6 item 6.1.1
Brunswick Steel Electric Plant: Phase II Walkdown Procedure box 57 folder 6 item 6.2
Analysis of Platforms box 57 folder 6 item 6.3
Meeting Minutes box 57 folder 6 item 6.4
Notes and Correspondence: Includes preliminary analysis and box 57 folder 6 item 6.5 sketches as well as detailed phone conversations
Carolina Power Light Company: Guidelines for Addressing box 57 folder 6 item 6.6 Generic Irregularities for Reactor Building Miscellaneous Steel, and Misc. Steel Eval. - Restart Analysis Criteria
Draft TAC Interim Report on Brunswick Miscellaneous Steel box 57 folder 6 item 6.7 Verification Program (MSVP)
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FILE BOX 58 Title/Description Instances
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Brunswick Steam Electric Plant: Miscellaneous Steel Verification box 58 folder 6 item 6.8 Program Report for Restart Unit 2
Table of Contents box 58 folder 6 item 6.8.1
Executive Summary box 58 folder 6 item 6.8.2
I. Introduction box 58 folder 6 item 6.8.3
II. Methodology box 58 folder 6 item 6.8.4
III. Acceptance Criteria box 58 folder 6 item 6.8.5
IV. Evaluation Results box 58 folder 6 item 6.8.6
V. Technical Advisory Committee (TAC) box 58 folder 6 item 6.8.7
VI. Bases for Restart box 58 folder 6 item 6.8.8
VII. Conclusions and Recommendations box 58 folder 6 item 6.8.9
Appendix A box 58 folder 6 item 6.8.10
Appendix B box 58 folder 6 item 6.8.11
Appendix C box 58 folder 6 item 6.8.12
Appendix D box 58 folder 6 item 6.8.13
Brunswick Steam Electric Plant: Assessment of the Miscellaneous box 58 folder 6 item 6.9 Steel Verification Program by the Technical Advisory Committee
Distribution of Engineering Walkdown Procedure (WDP) box 58 folder 6 item 6.10
Final Report on Brunswick Miscellaneous Steel Verification box 58 folder 6 item 6.11 Program (MSVP)
Reference Material: Includes Bolted Joints with Oversize or box 58 folder 6 item 6.12 Slotted Holes, and Demand and Supply of Ductility in Steel Shear Connections
Fatigue Problems with Bridges and Other Structures box 58 folder Box 22 item Box 22
Bolted Connection at Counter Stool (1983, Punta Gorde, FL) box 58 file Folder 1
On Site Photographs: Descriptions included box 58 folder 1 item 1.1
Sample Photographs and Fractographs box 58 folder 1 item 1.2
Evaluation of the Bolted Connection Failure in Counter Stool at box 58 folder 1 item 1.3 Howard Johnson’s Restaurant in Punta Gorde, Florida
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FILE BOX 59 Title/Description Instances D10 Box Girder Measurements (WMATA, 1988): Hairline box 59 file Folder 2 surface cracking of D10 steel web
- Page 65- John W. Fisher papersSC MS 0165
Fire Damage and Tunnel Steel (WMATA, 1988): Girder exposed box 59 file Folder 3 to an electrical fire and tunnel steel tested to determine chemical composition and properties
Web Buckles in Unit D3007 OB of Section D10 (WMATA, 1988) box 59 file Folder 4
Technical Drawings: Includes detailed schematics of steel Metro box 59 folder 4 item 4.1 girders
Photographs box 59 folder 4 item 4.2
Correspondence and Evaluation box 59 folder 4 item 4.3
Rail Fracture (WMATA, 1988) box 59 file Folder 5
Evaluation of Metro Rail Cracks box 59 folder 5 item 5.1
Notes and Correspondence box 59 folder 5 item 5.2
Reference Material: High Strength Running Rail Specs, box 59 folder 5 item 5.3 Bethlehem Steel Report on Failed Restraining Rails, and Investigation of Catastrophic Failure of a Premium-Alloy Railroad Rail
Photographs box 59 folder 5 item 5.4
Fractographs box 59 folder 5 item 5.4.1
Rail: 950-1E box 59 folder 5 item 5.4.2
Rail Instrumentation and Locomotive Weight (WMATA, 1989) box 59 file Folder 6
Notes and Correspondence: Includes preliminary analysis and box 59 folder 6 item 6.1 calculations
Photographs: 950-1B box 59 folder 6 item 6.2
Fatigue and Static Strength of Escalator Steps (WMATA, 1990) box 59 file Folder 7
D14 Bolts (WMATA, 1988): Includes evaluation and test result box 59 file Folder 8 data
Inspection of L2C, A13, and D10 (WMATA, 1988-1989) box 59 file Folder 9
Notes and Correspondence: Includes extensive notes on meetings, box 59 folder 9 item 9.1 phone calls, and test results
Photographs: 950-1 box 59 folder 9 item 9.2
Evaluation Reports: D10 Box Girder Retrofit Instrumentation and box 59 folder 9 item 9.3 Inspection Trip to L2C, A13, and D10 on February 13, 1989
D10 Box Girder Web Cracks (WMATA, 1993) box 59 file Folder 10
Notes and Correspondence box 59 folder 10 item 10.1
Cracking in Box Girder Webs of Unit D3007 at New Diaphragms box 59 folder 10 item 10.2 at Piers
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- Page 66- John W. Fisher papersSC MS 0165
FILE BOX 60 Title/Description Instances Retrofit of Fatigue-Induced Cracks in Aerial Structures box 60 file Folder 11 (WMATA, 1991): Includes presentation slides
Oklahoma Bridge, AFCO Steel Fabrication (1991) box 60 file Folder 12
C10b Box Pier Caps (WMATA, 1997) box 60 file Folder 13
Notes and Correspondence: Includes evaluation report box 60 folder 13 item 13.1
Photographs box 60 folder 13 item 13.2
Fractographs box 60 folder 13 item 13.2.1
Photos: 950-4 box 60 folder 13 item 13.2.2
Technical Drawings box 60 folder 13 item 13.3
Fracture Evaluation of Sign Structure Anchor Bolt and Cracked box 60 file Folder 14 Box Truss (ConnDOT, 1996)
Cracked Connection Angle and Fatigue Seminar (1989, box 60 file Folder 15 Burlington Northern Railroad)
Slide Presentation box 60 folder 15 item 15.1
Notes and Correspondence box 60 folder 15 item 15.2
Pins on Wyoming Bridge (1991, Egger Steel Co.) box 60 file Folder 16
I-95 State Road Viaduct Philadelphia, PA (1999, Leon Lai) box 60 file Folder 17
Walkway Inspection of I-95, CT (George Tomasso Construction, box 60 file Folder 18 1996)
Technical Drawings box 60 folder 18 item 18.1
Notes and Correspondence: Includes Evaluation of DOT Project box 60 folder 18 item 18.2 No.158-167/171, Fixed Inspection Walkway
Photographs box 60 folder 18 item 18.3
Queensboro Bridge (1996): Queensboro Bridge Tie Road box 60 file Folder 19 Alternate
High Steel Structures: Damaged Girder (1995) box 60 file Folder 20
Brooklyn Bridge, Pearl Street (1997): Bridge pins and eyebar box 60 file Folder 21
SR581 Bridge Collapse (HDR, 1996) box 60 file Folder 22
Cable Stay (1998, HNTB): Mainline Bridge over Charles River - box 60 file Folder 23 Girder to Cable Anchorage
SAP90 Finite Element Cable Anchorage Analysis (CRC) box 60 folder 23 item 23.1
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- Page 67- John W. Fisher papersSC MS 0165
FILE BOX 61 Title/Description Instances Rail Steel Ties (BHP, 1996): British Columbia Rail Steel Tie box 61 file Folder 24 Faliures
Slotted Holes (EQE, 1996): Washer Requirements for Long box 61 file Folder 25 Slotted Holes
Market Street Bridge (Michael Baker, 1996): S.R. 0015, Market box 61 file Folder 26 Street Bridge, Williamsport, PA
Newburg-Beacon Bridge (M box 61 file Folder 27
Technical Drawings box 61 folder 27 item 27.1
Notes and Correspondence box 61 folder 27 item 27.2
New York State Bridge Authority (Annual Report 1994) box 61 folder 27 item 27.3
Blue Water Bridge, MI (M box 61 file Folder 28
Corp of Engineers-Belvoir (1992): Fatigue Behavior of Welded box 61 file Folder 29 Aluminum Structures
Meeker Ave (Yonker’s Contracting, 1992) box 61 file Folder 30
Technical Drawings box 61 folder 30 item 30.1
Photographs: 426-101 box 61 folder 30 item 30.2
Notes and Correspondence box 61 folder 30 item 30.3
Girder Test Sample Evaluation, Co. (1990): Repair Procedure No. box 61 file Folder 31 39 and Photographic Documentation of Girder G4C Test Sample Evaluation
South Boston Bypass Road Viaduct (Cardi Corp., 1995): box 61 file Folder 32 Assessment and Recommended Repair Procedure for Gouges
Coal Dumpers (Norfolk Southern, 1995) box 61 file Folder 33
Photographs box 61 folder 33 item 33.1
Technical Drawings box 61 folder 33 item 33.2
Wire Fabric Failures (M box 61 file Folder 34
Notes and Correspondence box 61 folder 34 item 34.1
Evaluations: Proprietary Wall Failure and Additional Testing box 61 folder 34 item 34.2
Slides of Test Specimens box 61 folder 34 item 34.3
Olden Ave. Bridge over AMTRAK, Trenton (1994) box 61 file Folder 35
Notes and Correspondence box 61 folder 35 item 35.1
Subcontract Agreement box 61 folder 35 item 35.2
- Page 68- John W. Fisher papersSC MS 0165
State of New Jersey DOT: Bridge Evaluation Survey Report on box 61 folder 35 item 35.3 Bridge Number 1149-167, North Olden Avenue over AMTRAK M.P. 55.75
Hawthorne Bridge (CH2M, 1991): Hawthorne Bridge Main box 61 file Folder 36 Spans: Light Rail Feasibility and Cost Study
St. Croix River Bridge (MNDOT, 1994): Repairs to Bridge over box 61 file Folder 37 St. Croix River
Bascule Bridge (David Stringer, 1997) box 61 file Folder 38
Notes and Correspondence box 61 folder 38 item 38.1
Progress Reports: Lasalle Causeway Bascule Bridge Kingston, box 61 folder 38 item 38.2 Ontario: Fatigue Investigation
February 1997 box 61 folder 38 item 38.2.1
May 1997 box 61 folder 38 item 38.2.2
June 1997 box 61 folder 38 item 38.2.3
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FILE BOX 62 Title/Description Instances Monongahela Bridge (PB, 1998) box 62 file Folder 39
Technical Drawings box 62 folder 39 item 39.1
Notes and Correspondence: Monongahela Connecting Railroad box 62 folder 39 item 39.2 Bridge
Structural Analysis of Main Span box 62 folder 39 item 39.3
Wind Turbine (General Electic, 1978-1983) box 62 file Folder 1
Notes and Correspondence box 62 folder 1 item 1.1
Reference Material: Machine Design: New Data on Fastener box 62 folder 1 item 1.2 Fatigue, and General Electric Technical Notes:Program Description
Report: WTG MOD-5A: Review of “Design Allowable Stress and box 62 folder 1 item 1.3 Thickness for Steel Fatigue”, by J.M. Medaglia
Wind Turbine (EOLE, 1987) box 62 file Folder 2
Notes and Correspondence box 62 folder 2 item 2.1
Technical Drawings box 62 folder 2 item 2.2
Report: Progress Report on Fatigue Analysis of Wind Turbine box 62 folder 2 item 2.3
Tokamak Fusion Test Reactor (Giffels Assoc. Inc., 1978) box 62 file Folder 3
Crane Girder Studies (1974-1983) - Page 69- John W. Fisher papersSC MS 0165
box 62 file Folder 4
Guide for the Analysis of Guy and Stiffleg Derricks box 62 folder 4 item 4.1
Crane Runway Girders box 62 folder 4 item 4.2
An Analysis of Six Fatigue Failures in Cranes, and iiw: The box 62 folder 4 item 4.3 Fatigue Behaviour of Crane Girders
Husky Brute Boom Cracking (USG, 1981-1984) box 62 file Folder 5
Photographs box 62 folder 5 item 5.1
L box 62 folder 5 item 5.2
Fatigue Testing on Deteriorated Riveted Members (Southern box 62 file Folder 6 Railway System, 1984-1985)
Report: Fatigue Strength of Weathered and Deteriorated Riveted box 62 folder 6 item 6.1 Members
Strain Gage tests on the French Broad Ivy Bridge, Milepost box 62 folder 6 item 6.2 S-161.2
Notes and Correspondence box 62 folder 6 item 6.3
Corporate Woods Building (Kansas City, 1983) box 62 file Folder 7
No. 9 Reinforcement Steel Failure box 62 folder 7 item 7.1
Final Report box 62 folder 7 item 7.1.1
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FILE BOX 63 Title/Description Instances Reference Material: Bending and Straightening box 63 folder 7 item 7.1.2
Personal Notes and Correspondence: Includes test results box 63 folder 7 item 7.1.3
Photographs box 63 folder 7 item 7.1.4
Slides box 63 folder 7 item 7.1.5
Displacement Stresses (Beaver and Mill Creek, 1985): Field box 63 file Folder 8 Examination of Displacement Induced Stresses in Two Multi Girder Steel Bridges
Huskie Stadium, Seattle WA (WJE, 1987) box 63 file Folder 9
Photographs box 63 folder 9 item 9.1
Notes and Correspondence: Includes technical drawings as well as box 63 folder 9 item 9.2 some included photos
Space Truss, Rockland County Community College (New York, box 63 file Folder 10 1982)
- Page 70- John W. Fisher papersSC MS 0165
Report on Space Truss Roof of Field House box 63 folder 10 item 10.1
Structural Analysis for Space Truss Roof of Field House box 63 folder 10 item 10.2
Crown Center Fracture, Kansas City (WJE, 1984) box 63 file Folder 11
Slides: Photographs of tested specimen box 63 folder 11 item 11.1
Notes and Correspondence: Includes photos, technical drawings, box 63 folder 11 item 11.2 and draft report
Evaluation of Fracture Surface (WJE No. 830136) box 63 folder 11 item 11.3
Fracture of Girder A18 of the Crown Center Hotel, Kansas City, box 63 folder 11 item 11.4 MI for Crown Center Redevelopment Corporation
Hartford Coliseum Reports (1978-1979) box 63 file Folder 12
Report of the Engineering Investigation Concerning the Causes of box 63 folder 12 item 12.1 the Collapse of the Hartford Coliseum Space Truss Roof
Part A: Introduction to the Report box 63 folder 12 item 12.1.1
Part B: Project Background box 63 folder 12 item 12.1.2
Part C: Design Investigation box 63 folder 12 item 12.1.3
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FILE BOX 64 Title/Description Instances Part D: Failure and Strength Analysis box 64 folder 12 item 12.1.4
Part E: Construction and Field Investigations box 64 folder 12 item 12.1.5
Part F: Conclusions box 64 folder 12 item 12.1.6
Reference Materials and News Articles box 64 folder 12 item 12.2
Steel Fabrication Scan (Japan, Italy, Germany, and the United box 64 file Folder 1 Kingdom)
Fracture Critical Inspection Techniques for Steel Bridges: Course box 64 folder 1 item 1.1 Schedule
The 1999 FHWA Steel Bridge Fabrication Scanning Tour box 64 folder 1 item 1.2
A Steel Producer’s View: Includes presentation and presentation box 64 folder 1 item 1.2.1 notes
CD-ROM: FHWA Selected Images box 64 folder 1 item 1.2.2
Summary of Findings with Identified Photographs box 64 folder 1 item 1.3
Japanese Technology Evaluation Center (JTEC) Japan Visit - July box 64 folder 1 item 1.4 1990
Slide No. C-1 to C-8 box 64 folder 1 item 1.4.1 - Page 71- John W. Fisher papersSC MS 0165
Slide No. F-1 to F-31 box 64 folder 1 item 1.4.2
Slide No. G-1 to G-7 box 64 folder 1 item 1.4.3
Slide No. HAL-1 to HAL-33 box 64 folder 1 item 1.4.4
Slide No. HAN-1 to HAN-12 box 64 folder 1 item 1.4.5
Slide No. N-1 to N-40 box 64 folder 1 item 1.4.6
Slide No. P-1 to P-46 box 64 folder 1 item 1.4.7
Slide No. T-1 to T-28 box 64 folder 1 item 1.4.8
Slide No. W-1 to W-10 box 64 folder 1 item 1.4.9
JTEC Team Presentation Outline box 64 folder 1 item 1.5
Slide Presentation box 64 folder 1 item 1.5.1
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FILE BOX 65 Title/Description Instances Photographs: 9/90/19-21 box 65 folder 1 item 1.5.2
Photographs: 6/93/26-28 box 65 folder 1 item 1.5.3
Black and White Miscellaneous Photos box 65 folder 1 item 1.5.4
Photographs: Trip documentation photos box 65 folder 1 item 1.6
Nagoya, Japan and NKK box 65 folder 1 item 1.6.1
Nagoya and Kawada box 65 folder 1 item 1.6.2
Kawada, Osaka, and Venice box 65 folder 1 item 1.6.3
Venice, Italy box 65 folder 1 item 1.6.4
Italy and Berlin box 65 folder 1 item 1.6.5
Berlin, Germany box 65 folder 1 item 1.6.6
Berlin and Wales box 65 folder 1 item 1.6.7
England box 65 folder 1 item 1.6.8
Kobe and Akashi Bridge box 65 folder 1 item 1.6.9
Yokogawa and Matsuo box 65 folder 1 item 1.6.10
Yokogawa box 65 folder 1 item 1.6.11
Miscellaneous Photo Sets box 65 folder 1 item 1.7
Set #1 box 65 folder 1 item 1.7.1
Set #2 box 65 folder 1 item 1.7.2 - Page 72- John W. Fisher papersSC MS 0165
Set #3 box 65 folder 1 item 1.7.3
Set #4 box 65 folder 1 item 1.7.4
Set #5 box 65 folder 1 item 1.7.5
Large Prints*** box 65 folder 1 item 1.8
Personal Items: Include name tag, business cards as well as a box 65 folder 1 item 1.9 photo
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FILE BOX 66 Title/Description Instances Fisher box 25 box 66 folder Box 25 item Box 25
Williamsburg Bridge Replacement Proposals box 66 file Folder 1
New Williamsburg Bridge (Cable Stayed Bridge): Carlos box 66 folder 1 item 1.1 Fernandez Casado
Credentials box 66 folder 1 item 1.1.1
Drawings box 66 folder 1 item 1.1.2
Bureau D’ingénieurs - Conseils a Bagon box 66 folder 1 item 1.2 Proposal Williamsburg Bridge (Cable Stayed Bridge)
Design Concept - Williamsburg Bridge (Cable Stayed Bridge): box 66 folder 1 item 1.3 Frankland and Lienhard Consulting Engineers
Design Concepts for the Replacement of the Williamsburg Bridge box 66 folder 1 item 1.4 (Box Truss Bridge): Pavlo Engineering Co.
Proposed Replacement for the Williamsburg Bridge (Cable Stayed box 66 folder 1 item 1.5 Bridge): Skidmore, Owings Merrill
Williamsburg Bridge Replacement - Design Concept Proposal box 66 folder 1 item 1.6 (Cable Stayed Bridge): ARUP + Michael Fieldman Partner with Harry Wolf
Design Concept for the Replacement of the Williamsburg Bridge box 66 folder 1 item 1.7 (Cable Stayed Bridge): Acer Freeman Fox Ltd. in association with Morrison-Knudsen Engineers, Inc.
Williamsburg Bridge Design Concepts: NECO box 66 folder 1 item 1.8
Tied-Arch Bridge box 66 folder 1 item 1.8.1
Cable Stayed Bridge box 66 folder 1 item 1.8.2
- Page 73- John W. Fisher papersSC MS 0165
Plates II (Cable Stayed Bridge): The Swiss American Team box 66 folder 1 item 1.9
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FILE BOX 67 Title/Description Instances New Williamsburg Bridge: Carlos Fernandez Casado: Project box 67 folder 1 item 1.10 Description
Replacement of the Williamsburg Bridge: Bureau D’ingénieurs - box 67 folder 1 item 1.11 Conseils a Bagon
Description, summary and construction and erection methods box 67 folder 1 item 1.11.1
Past Projects box 67 folder 1 item 1.11.2
Design Concept - Williamsburg Bridge: Frankland and Lienhard box 67 folder 1 item 1.12 Consulting Engineers
Design detail and cost estimates box 67 folder 1 item 1.12.1
Past Projects box 67 folder 1 item 1.12.2
Design Concepts for the Replacement of the Williamsburg Bridge: box 67 folder 1 item 1.13 Pavlo Engineering Co.: Project description and design criteria
Williamsburg Bridge Replacement - Design Concept Proposal: box 67 folder 1 item 1.14 ARUP + Michael Fieldman Partner with Harry Wolf
Bridge Design box 67 folder 1 item 1.14.1
Past Projects box 67 folder 1 item 1.14.2
Williamsburg Bridge Design Concepts: NECO box 67 folder 1 item 1.15
Design concept for tied-arch bridge box 67 folder 1 item 1.15.1
Design concept for cable stayed bridge box 67 folder 1 item 1.15.2
Williamsburg Bridge Inspections box 67 folder 1 item 1.16
Summary of Inspection: 1987-1988 box 67 folder 1 item 1.16.1
Summary of Biennial Inspection: 1987-1988 box 67 folder 1 item 1.16.2
Design Concepts for the Replacement of the Williamsburg Bridge box 67 folder 1 item 1.17 (Suspension Bridge): Howard Needles Tammen Bergendoff: Evaluation Report
Design Concept: The New Williamsburg Bridge (Suspension box 67 folder 1 item 1.18 Bridge): Dr. U Finsterwalder/ Thornton-Tomasetti
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FILE BOX 68 - Page 74- John W. Fisher papersSC MS 0165
Title/Description Instances Design Concepts for the Replacement of the Williamsburg Bridge box 68 folder 1 item 1.19 over the East River (Cable Stayed Bridge): Kirti A. Gandhi
Volume 1: Technical Report box 68 folder 1 item 1.19.1
Volume 2: Appendices box 68 folder 1 item 1.19.2
Design Concept Williamsburg Bridge (Cable Stayed Bridge): box 68 folder 1 item 1.20 DCR Consultants, Inc.
Williamsburg Bridge Replacement (Cable Stayed Bridge): box 68 folder 1 item 1.21 Andrews Clark and Associates
Design Concept for the Replacement of the Williamsburg Bridge box 68 folder 1 item 1.22 (Cable Stayed Bridge): Acer Freeman Fox Ltd. in association with Morrison-Knudsen Engineers, Inc.
Report I (Cable Stayed Bridge): The Swiss American Team box 68 folder 1 item 1.23
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FILE BOX 69 Title/Description Instances Williamsburg Bridge Replacement (Cable Stayed Bridge): box 69 folder 1 item 1.24 Ammann Whitney, Consulting Engineers
East River Bridge Tunnel: Volume I - Design Concept box 69 folder 1 item 1.24.1
Rehabilitation Report box 69 folder 1 item 1.24.2
Recabling and Rehabilitation Report box 69 folder 1 item 1.24.3
Williamsburg Bridge Technical Advisory Committee (June 30, box 69 folder 1 item 1.25 1988)
Technical Report to the Commissioners of Transportation of the box 69 folder 1 item 1.25.1 City and State of New York (3 copies)
Summary Report to the Commissioners of Transportation of the box 69 folder 1 item 1.25.2 City and State of New York (4 copies)
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FILE BOX 70 Title/Description Instances ATLSS Reports box 70 file Folder 2
Annual Report to National Science Foundation Volume I (Feb. 15, box 70 folder 2 item 2.1 1987)
- Page 75- John W. Fisher papersSC MS 0165
The Corrosion Coulometer - New Corrosion Monitor for box 70 folder 2 item 2.2 Steel Structures (Oct. 1988, 2 copies): PDF Available at: ; HYPERLINK "http://preserve.lehigh.edu/engr-civil- environmental-atlss-reports/137/" \h ;http://preserve.lehigh.edu/ engr-civil-environmental-atlss-reports/137/
Selection Theory for Part Dimensions, Tolerances, and Equipment box 70 folder 2 item 2.3 Precision: A Prelude to Automated Construction Systems (Sept. 1989): PDF Available at: ; HYPERLINK "http:// preserve.lehigh.edu/engr-civil-environmental-atlss-reports/153/" \h ;http://preserve.lehigh.edu/engr-civil-environmental-atlss- reports/153/
Abrasive Waterjet Cutting - Experiments on Hollow-Core box 70 folder 2 item 2.4 Concrete Slabs (Dec. 1989): PDF Available at: ; HYPERLINK "http://preserve.lehigh.edu/engr-civil-environmental-atlss- reports/149/" \h ;http://preserve.lehigh.edu/engr-civil- environmental-atlss-reports/149/
Factors Affecting Competitiveness in International Construction box 70 folder 2 item 2.5 (Dec. 1989): PDF Available at: ; HYPERLINK "http:// preserve.lehigh.edu/engr-civil-environmental-atlss-reports/155/" \h ;http://preserve.lehigh.edu/engr-civil-environmental-atlss- reports/155/
Effects of Auxiliary Heat Treatment on Flame-Cutting box 70 folder 2 item 2.6 Procedures for Steel Plates (March 1990): PDF Available at: ; HYPERLINK "http://preserve.lehigh.edu/engr-civil- environmental-atlss-reports/158/" \h ;http://preserve.lehigh.edu/ engr-civil-environmental-atlss-reports/158/
Feasibility Study of New Methods for Removing Rivets box 70 folder 2 item 2.7 to Retrofit Railroad Bridges (June 1990): PDF Available at: ; HYPERLINK "http://preserve.lehigh.edu/engr-civil- environmental-atlss-reports/159/" \h ;http://preserve.lehigh.edu/ engr-civil-environmental-atlss-reports/159/
Design and Fabrication Problem-Solving Through Cooperative box 70 folder 2 item 2.8 Agents: Designer Fabricator Interpreter System (July 1990): PDF Available at: ; HYPERLINK "http://preserve.lehigh.edu/ engr-civil-environmental-atlss-reports/252/" \h ;http:// preserve.lehigh.edu/engr-civil-environmental-atlss-reports/252/
Structural Monitoring, Sensor Technology and Performance box 70 folder 2 item 2.9 Assessment (Oct. 1990): PDF Available at: ; HYPERLINK "http://preserve.lehigh.edu/engr-civil-environmental-atlss- reports/162/" \h ;http://preserve.lehigh.edu/engr-civil- environmental-atlss-reports/162/
Technical Information Center for Steel Structures (TICSS) box 70 folder 2 item 2.10 Bibliographic Search Software User’s Guide (Nov. 1990, 2 copies)
Service Testing of a Corrosion Monitor for Bridges (Dec. 1990): box 70 folder 2 item 2.11 PDF Available at: ; HYPERLINK "http://preserve.lehigh.edu/ engr-civil-environmental-atlss-reports/163/" \h ;http:// preserve.lehigh.edu/engr-civil-environmental-atlss-reports/163/
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Fifth-Year Annual Report to National Science Foundation Volume box 70 folder 2 item 2.12 I: Programs and Plans (Feb. 15, 1991)
Fifth-Year Annual Report to National Science Foundation Volume box 70 folder 2 item 2.13 II: Budget Proposal and Data (Feb. 15, 1991)
Economic Profile of the Large Structural Systems Industry: An box 70 folder 2 item 2.14 Update (March 1991): PDF Available at: ; HYPERLINK "http:// preserve.lehigh.edu/engr-civil-environmental-atlss-reports/167/" \h ;http://preserve.lehigh.edu/engr-civil-environmental-atlss- reports/167/
A Study of Aluminum-Lithium Solidification Using Acoustic box 70 folder 2 item 2.15 Emission Technologies (Feb. 1992): PDF Available at: ; HYPERLINK "http://preserve.lehigh.edu/engr-civil- environmental-atlss-reports/173/" \h ;http://preserve.lehigh.edu/ engr-civil-environmental-atlss-reports/173/
Semi-Annual Report to NET Ben Franklin Technology Center box 70 folder 2 item 2.16 (Sept. 1, 1989 - Feb. 28, 1990)
Final Project Report to NET Ben Franklin Technology Center box 70 folder 2 item 2.17 (Sept. 1 1989 - Aug. 31, 1990)
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FILE BOX 71 Title/Description Instances Fisher box 27 starts box 71 folder Box 27 item Box 27
Army Communication Mast (1984-1985) box 71 file Folder 1
Testing Schematics: Includes drawings and instructions on test box 71 folder 1 item 1.1 setup and testing procedures
Reference Material: Includes Trailing Edge-to-Aft Shear Fitting box 71 folder 1 item 1.2 Joint, General Dynamics Torque-Tension Relationships on Bolts, Strainsert Bolt Data, Failures of Mechanical Fasteners, HSS Trusses with Welded Connections, Extrapolation of Fatigue Test Data to Damage in Structures, and Symposium on Tubular Structures
Notes and Correspondence: Includes personal notes, preliminary box 71 folder 1 item 1.3 test results and calculations
Raw Data: Displayed by charts and graphs box 71 folder 1 item 1.4
Test Data box 71 folder 1 item 1.5
Antenna Mast Fatigue Life: Includes all analysis calculations box 71 folder 1 item 1.5.1
Photographs box 71 folder 1 item 1.6
Broadway Interchange Bridge (Everett, WA., 1976) box 71 file Folder 2
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Report: Investigation of the Fatigue and Fracture Resistance of the box 71 folder 2 item 2.1 Broadway Interchange Bridge
Design Criteria: Includes sketches of plans as well as calculations box 71 folder 2 item 2.2
USS/Kobe Corrosion Failure (1996): Steel walkway fails due to box 71 file Folder 3 corrosion from lack of maintenance and use
Stambaugh’s Aviation Sling (Frank Masters, 1994): Excess load box 71 file Folder 4 causes link fracture
Notes and Correspondence: Includes report drafts as well as cost box 71 folder 4 item 4.1 estimates
Examination and Testing of Failed Sling Components box 71 folder 4 item 4.2
I-495 Christiana River Bridge, Delaware (1995): Distorted beam box 71 file Folder 5 flange
Technical Drawings box 71 folder 5 item 5.1
Notes and Correspondence box 71 folder 5 item 5.2
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FILE BOX 72 Title/Description Instances Tampa Airport Aerial Guideway (HDR, 1993): Inspection of box 72 file Folder 6 welded connections and design of retrofit
Technical Drawings box 72 folder 6 item 6.1
Report: Inspection and Condition Report of Passenger Transfer box 72 folder 6 item 6.2 System at Tampa International Airport
Notes and Correspondence box 72 folder 6 item 6.3
Ring Replacement (Norfolk Western, 1986): Design of proposed box 72 file Folder 7 replacement rings of Pier 6 Tandom Car Dumpers at Norfolk
Technical Drawings box 72 folder 7 item 7.1
Notes and Correspondence: Includes The Welding Innovation box 72 folder 7 item 7.2 Quarterly (Summer 1987) and Analysis of Fatigue of Welded Crane Runway Girders
Carolina Steel Girder (Norfolk Western, 1995): Defect in welded box 72 file Folder 8 girder
Ashland Oil Tank Failure (DER, 1988): Reassembled steel oil box 72 file Folder 9 tank collapses
Notes and Correspondence: Includes new article ‘Reassembled oil box 72 folder 9 item 9.1 tank collapses, sending slick far downstream’
Welded Steel Tanks for Oil Storage (American Petroleum box 72 folder 9 item 9.2 Institute) - Page 78- John W. Fisher papersSC MS 0165
Investigation into the Ashland Oil Storage Tank Collapse on box 72 folder 9 item 9.3 January 2, 1988
Report to the Pennsylvania Tank Collapse Task Force on box 72 folder 9 item 9.4 the Failure of the Ashland Oil Storage Tank: PDF Available at: ; HYPERLINK "http://preserve.lehigh.edu/engr-civil- environmental-atlss-reports/135/" \h ;http://preserve.lehigh.edu/ engr-civil-environmental-atlss-reports/135/
Anchor Studs Report (1973) box 72 file Folder 10
Embedment Properties of Headed Studs and Journal of the box 72 folder 10 item 10.1 Structural Division: Composite Steel-Concrete Construction
Pull Out Tests on Roll Deformed Bar Anchor Studs*** box 72 folder 10 item 10.2
Slides box 72 folder 10 item 10.3
Army AMG Aluminum Casting (1976): Low fracture toughness box 72 file Folder 11 and defects cause failure cracking
Notes and Correspondence box 72 folder 11 item 11.1
Report: Failure Analysis - Fractured Casting PATRIOT AMG box 72 folder 11 item 11.2 Antenna/Mast
Photographs box 72 folder 11 item 11.3
Testing Procedures and Results box 72 folder 11 item 11.4
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FILE BOX 73 Title/Description Instances Fisher box 27 box 73 folder Box 27 item Box 27
Bucket Wheel Excavator and Trial Files (Brisbane, 2001-2007): box 73 file Folder 1 Fatigue cracking in weld detail leads to failure
Mining Warden Inquiry (Frank Thiel) and Rainfall Records box 73 folder 1 item 1.1
Finite Element Model box 73 folder 1 item 1.2
General Remarks about the FE Analysis and Definition of box 73 folder 1 item 1.2.1 Directions
FE Model and Test Results box 73 folder 1 item 1.2.2
Notes and Correspondence pertaining to the Model box 73 folder 1 item 1.2.3
Beam Model: Includes notes, correspondence and test results box 73 folder 1 item 1.3
Appendices for Dr. Schippke Partner Final Report box 73 folder 1 item 1.4
Model 1-FE box 73 folder 1 item 1.4.1
Model 2-FE box 73 folder 1 item 1.4.2
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Model 3-FE: 120 mm crack box 73 folder 1 item 1.4.3
Model 4-FE: 240 mm crack box 73 folder 1 item 1.4.4
Surface 1: Missing Crack Piece box 73 folder 1 item 1.5
Court Rules on Expert Reports box 73 folder 1 item 1.6
Materials for Response to AMOG and TWI (2005): Confidential box 73 folder 1 item 1.7 communication finalizing reports
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FILE BOX 74 Title/Description Instances TWI Report (July 2005) box 74 folder 1 item 1.8
Notes and Correspondence box 74 folder 1 item 1.8.1
Final Draft box 74 folder 1 item 1.8.2
Haberler Report on Matz Report and Management (Dec. 2004): box 74 folder 1 item 1.9 Expert Report on the Proceedings in the Supreme Court of Queensland
AMOG Expert Report (Dec. 2004) box 74 folder 1 item 1.10
Notes and Correspondence: Includes comments on report box 74 folder 1 item 1.10.1
Expert Witness Report: Goonyella Bucketwheel Excavator Failure box 74 folder 1 item 1.10.2 Investigation
Review of Expert Witness Report by Schippke and Partner box 74 folder 1 item 1.10.3
John W. Fisher Report (2004) box 74 folder 1 item 1.11
Notes and Correspondence box 74 folder 1 item 1.11.1
The Assessment of the Fracture that Developed in the Bucket box 74 folder 1 item 1.11.2 Wheel Excavator at the Goonyella Mine
Instructions to John W. Fisher Report (2003-2004) box 74 folder 1 item 1.11.3
Trips to Hanover, Germany (2003, 2005): Correspondence box 74 folder 1 item 1.12 detailing travel itinerary as well as notes and draft revisions
Photographs of the Bucket Wheel Excavator box 74 folder 1 item 1.13
Crack Surface 1 box 74 folder 1 item 1.13.1
Crack Surface 2 box 74 folder 1 item 1.13.2
List of Figures: Includes figure description box 74 folder 1 item 1.13.3
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FILE BOX 75 Title/Description Instances Other Cracked Details (RHS LHS): Includes notes and box 75 folder 1 item 1.14 calculations as well as correspondence, sketches, and preliminary analysis
Cracked Surface LHS Studies: Examination of fracture surface box 75 folder 1 item 1.14.1
Statement of Claim box 75 folder 1 item 1.15
Documentation of Assumptions box 75 folder 1 item 1.16
Papers on Goonyella Mine Bucket Wheel Excavator box 75 folder 1 item 1.17
Notes and Correspondence box 75 folder 1 item 1.17.1
Goonyella BWE Loading Regime box 75 folder 1 item 1.17.2
Outline of the Evidence to be give by Professor Kowalewski box 75 folder 1 item 1.17.3
Comments on Schneider Supplementary Statement box 75 folder 1 item 1.17.4
Comments on Maddox Statement box 75 folder 1 item 1.17.5
Comments on the TWI Report box 75 folder 1 item 1.17.6
Report on Tower Design (AMOG, March 2001): Preliminary box 75 folder 1 item 1.18 Investigation of Tower Design Adequacy
Report on C.W. Pope (AMOG, Oct. 2001): Critical Review of box 75 folder 1 item 1.19 C.W. Pope Interpretation of Fracture Face Photographs
Review of Expert Witness Report by Dr. Remke (Aug. 2005) box 75 folder 1 item 1.20
Addendum of Expertise box 75 folder 1 item 1.20.1
Dr. Schippke + Partner (2001) box 75 folder 1 item 1.21
Expertise to the collapse of the excavator box 75 folder 1 item 1.21.1
Appendix A box 75 folder 1 item 1.21.2
Appendix B box 75 folder 1 item 1.21.3
Comments to Appendix B box 75 folder 1 item 1.21.4
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FILE BOX 76 Title/Description Instances Dr. Fleishhaker Sketch and Final Repair Notes (1984) box 76 folder 1 item 1.22
C.W. Pope Reports: I box 76 folder 1 item 1.23
Investigation into the Failure of the O box 76 folder 1 item 1.23.1
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Examination of Right Hand Mast Beam Failure box 76 folder 1 item 1.23.2
Photographs box 76 folder 1 item 1.23.3
Technical Drawings (O box 76 folder 1 item 1.24
Collapse of the Bucket Wheel Excavator (Mallesons Stephen box 76 folder 1 item 1.25 Jaques, 2001): Correspondence
Expert Report: Review of Report by Dr. Dietrich Munz box 76 folder 1 item 1.26
Briefing Notes for Counsel on TWI and AMOG Reports box 76 folder 1 item 1.27
Expert Report: Review of TWI and AMOG Reports box 76 folder 1 item 1.28
Inspection Documents (Krupp Engineering) box 76 folder 1 item 1.29
Independent Inspection of Large Open Cut Machines (March box 76 folder 1 item 1.29.1 1999)
Independent Inspection of Large Open Cut Machines (Oct. 1996) box 76 folder 1 item 1.29.2
Comments on the ThyssenKrupp Report (Scheid Schneider, 2006) box 76 folder 1 item 1.30
Friedemann Report (May 1985): Expertise: Bucket Wheel box 76 folder 1 item 1.31 Excavator
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FILE BOX 77 Title/Description Instances International Standard ISO 5049 (4 copies, one German) box 77 folder 1 item 1.32
Cranes: Principles for steel structures - Calculations box 77 folder 1 item 1.33
Bucket Wheel Excavator Basic Loading Assumptions: box 77 folder 1 item 1.34 Specifications for O
BG 60 box 77 folder 1 item 1.35
BG 86 box 77 folder 1 item 1.36
Fatigue and Steel Supporting Structures box 77 folder 1 item 1.37
Comments on AMOG Expert Witness Report box 77 folder 1 item 1.38
Response to Expert Witness Report Review by Dr. D.R.H. Jones box 77 folder 1 item 1.39
Draft Response to TWI Report box 77 folder 1 item 1.40
Comments on Report by Prof. Munz box 77 folder 1 item 1.41
Briefing Notes for Counsel on Affidavit of Ralf to Baben box 77 folder 1 item 1.42
Comments on the Friedemann Statement box 77 folder 1 item 1.43
Pages from RWE Report for McKenzie box 77 folder 1 item 1.44
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FILE BOX 78 Title/Description Instances Digital Media box 78 folder 1 item 1.45
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FILE BOX 79 Title/Description Instances Fisher box 36 starts box 79 folder Box 36 item Box 36
NCHRP 102: 334.0 Fatigue of Welded Details (1967-1970): box 79 file Folder 1 Research study conducted by the National Research Council, includes correspondence
NCHRP 147: 385.0 Fatigue of Welded Details (1972-1975) box 79 file Folder 2
Notes and Correspondence box 79 folder 2 item 2.1
Interim Report Part 1: State-of-the-Art Review: Nondestructive box 79 folder 2 item 2.2 Methods of Fatigue Crack Detection
Photographs: Details of tested specimen box 79 folder 2 item 2.3
Negatives box 79 folder 2 item 2.4
Research Results Digest: Classification of Welded Bridge Details box 79 folder 2 item 2.5 for Fatigue Loading, and Nondestructive Methods of Fatigue Crack Detection in Steel Bridge Members
NCHRP 206: 446.0 Fatigue of Welded Details (1976-1980) box 79 file Folder 3
Notes and Correspondence box 79 folder 3 item 3.1
Report box 79 folder 3 item 3.2
Fatigue Strength of Steel Beams with Welded Attachments box 79 folder 3 item 3.2.1
Data by Beam box 79 folder 3 item 3.2.2
Data/Detail box 79 folder 3 item 3.2.3
Misc. and Figures box 79 folder 3 item 3.2.4
Photographs box 79 folder 3 item 3.3
PennDOT: 423 Conneaut Swamp Bridge (1977-1980): Predicting box 79 file Folder 4 the remaining fatigue life of members
Outline of Swampy Report: Includes test results, plots and box 79 folder 4 item 4.1 analysis
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Static and Dynamic Test of Beams from the Conneaut Swamp box 79 folder 4 item 4.2 Bridge
Technical Drawings box 79 folder 4 item 4.3
Photographs box 79 folder 4 item 4.4
8/76-10/76** box 79 folder 4 item 4.4.1
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FILE BOX 80 Title/Description Instances 2/77-4/77** box 80 folder 4 item 4.4.2
5/78** box 80 folder 4 item 4.4.3
6/78-8/78** box 80 folder 4 item 4.4.4
Pavlo: Mississippi River Bridge (Gramercy, LA 1984): Review of box 80 file Folder 5 the design of welding detail for new river bridge
In Depth Hinge Inspection of PennDOT Bridges (I-80, box 80 file Folder 6 1984): Hanger and pin inspection of bridge detail, includes correspondence, sample photos and labeled images**
Greiner No. 161: Braga Bridge (MA, 1986): Assessment and box 80 file Folder 7 replacement design of the floor beam tie plate detail
Notes and Correspondence: Includes labeled report photos and box 80 folder 7 item 7.1 examination summary
Technical Drawings and Plate Detail box 80 folder 7 item 7.2
WJE: McCormick Place Bolt Failure ( 1986-1987): Cold cracking box 80 file Folder 8 in 1 inch bolts results in fatigue crack extension, and later, failure
Notes and Correspondence: Includes examination of fracture box 80 folder 8 item 8.1 surfaces and photos of samples
Photographs: Includes sample and testing photos** box 80 folder 8 item 8.2
Nerepis River Bridge (CN, 1987): Assessment of weld flaws in box 80 file Folder 9 girders
Baltimore Metro Anchor Bolt Failure (1987): High stress cycles box 80 file Folder 10 resulted in rapid fatigue crack growth in bolts**
Manfred Lohrman: Pipe Tester Design (1988): Includes design box 80 file Folder 11 drawings, notes and recommendations
SAI: Coraopolis Bridge (1988-1991): Includes the fracture box 80 file Folder 12 analysis and evaluation of fracture-critical eyebars
Corps of Engineers: Hatch Covers (1965): Shear stresses of box 80 file Folder 13 composite concrete-steel plate hatch covers
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Weathering Steel Guide Rails (1978): Observed failures at box 80 file Folder 14 fastenings called for a design analysis and modification
Welded Connection (DiStasio and VanBuren, 1980): Analysis of box 80 file Folder 15 top and bottom moment plate connection welds as well as repair designs
I-79 Florida Bridge (Cone Brothers, 1980): Analysis of steel box 80 file Folder 16 bridge girders and welded attachments, includes examination report, correspondence, photos and technical drawings
Standard Structural Steel Torch Damage (Chicopee, MA, 1981): box 80 file Folder 17 Surface discontinuities of beam cover plate due to overexposure to heating torch
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FILE BOX 81 Title/Description Instances New Kensington Bridge (1983): Testing and examination of box 81 file Folder 18 eyebars, includes report, correspondence and technical drawings
MA Auburn Bridge (1983): Girders and plate connections heavily box 81 file Folder 19 damaged by cuts and tears
Photographs box 81 folder 19 item 19.1
Evaluation and Correspondence box 81 folder 19 item 19.2
Quincy Bridge (Dywidag, 1984): Design specifications for welded box 81 file Folder 20 details, includes corresponding technical drawings
Bethlehem Steel Rail (1985): Evaluation procedures to eliminate box 81 file Folder 21 rail defects in the medium hardness manganese rail
Steel Liner (Weidlinger Associates, 1985): Examination of Steel box 81 file Folder 22 Shell Fracture Surfaces from Silo-Type Structures ***
Contract Caster (Combustion Engineering, 1986): Modifications box 81 file Folder 23 and reinforcement of walking beam for reheat furnace
Idaho Bridge (Sverdrup Parcel, 1986): Design of steel deck-arch box 81 file Folder 24 alternative
Coal Conveyor Pulley Failures (Consumer Power, 1987): Pulley box 81 file Folder 25 failures resulting from fatigue cracked bolts
Analysis of Coal Conveyor Pulley Failures Report box 81 folder 25 item 25.1
Technical Drawings and Photographs box 81 folder 25 item 25.2
Fatigue Failure Data of Bolts box 81 folder 25 item 25.3
Notes and Correspondence box 81 folder 25 item 25.4
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Flange Plate Discontinuities in North Channel Bridge over box 81 file Folder 26 Chesapeake Bay (High Steel, 1996): Girder base metal defect and repair procedure
Newark Pier Cap Girder (High Steel, 1997): Discontinuities in box 81 file Folder 27 stiffeners and seat brackets of cross girders for Newark ramps
Notes and Correspondence box 81 folder 27 item 27.1
Completed Repair Procedures box 81 folder 27 item 27.2
Critical Repairs: 96561 box 81 folder 27 item 27.3
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FILE BOX 82 Title/Description Instances Non-Critical Repairs: 96561 box 82 folder 27 item 27.4
G 9 P box 82 folder 27 item 27.4.1
G 10 Q box 82 folder 27 item 27.4.2
G 11 R box 82 folder 27 item 27.4.3
G 12 S box 82 folder 27 item 27.4.4
G 13 T box 82 folder 27 item 27.4.5
G 14 V box 82 folder 27 item 27.4.6
G 15 V box 82 folder 27 item 27.4.7
Technical Drawings Part 1 box 82 folder 27 item 27.5
Technical Drawings Part 2 box 82 folder 27 item 27.6
New Jersey Passaic River Bridge (No.240, 2002-2008): Grid deck box 82 file Folder 1 failure and arbitration
Deck Litigation box 82 folder 1 item 1.1
Notes and Correspondence box 82 folder 1 item 1.1.1
Construction Claims Expert Assistance Agreement box 82 folder 1 item 1.1.2
Presentation Reports: Route 19 Passaic River Bridge, and Review box 82 folder 1 item 1.1.3 of Fatigue Failures of the Steel Open Grid Deck
Final Report: Expert Report on the Design Review of the Fatigue box 82 folder 1 item 1.1.4 Failures of the Steel Open Grid Deck on the RT. 19T Passaic River Bridge (2 copies)
Mediation Statement on Behalf of Hardesty and Hanover, LLP box 82 folder 1 item 1.2
Grid Deck Failure box 82 folder 1 item 1.3
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Preliminary Draft Report for Forensic Evaluation of Cracked box 82 folder 1 item 1.3.1 Open Grid Steel Deck
Notes and Correspondence box 82 folder 1 item 1.3.2
Overview of Testing of Open Grid Deck Panels box 82 folder 1 item 1.3.3
NJ Grid Deck Report box 82 folder 1 item 1.4
Copies of video clips and digital images from testing box 82 folder 1 item 1.4.1
Design Detail box 82 folder 1 item 1.4.2
Assessment of Fatigue Resistance of the Grid Decks for the box 82 folder 1 item 1.5 Hackensack and Passaic River Bridges
Drawings box 82 folder 1 item 1.6
Report on Field Testing of Steel Open-Grid Roadway Deck box 82 folder 1 item 1.7
Rehabilitation of the RT. 19T Bridge over the Passaic River: box 82 folder 1 item 1.8 Calculations
Final Report: Static and Fatigue Behavior of Filled and Unfilled box 82 folder 1 item 1.9 Composite Steel Grid Bridge Decks Volume III
Behavior and Design of Open Steel Grid Decks for Highway box 82 folder 1 item 1.10 Bridges Volume I
Technical Reports and Details box 82 folder 1 item 1.11
Behavior of Steel Grid Decks for Bridges box 82 folder 1 item 1.12
I-435 MO River Bridge (No.245, 2004-2006): Analysis of box 82 file Folder 2 remaining fatigue life
Notes and Correspondence box 82 folder 2 item 2.1
Photographs: Both printed and digital copies box 82 folder 2 item 2.2
Test Data box 82 folder 2 item 2.3
I-435 Bridge over the Missouri River - Engineering Report box 82 folder 2 item 2.4
Technical Drawings box 82 folder 2 item 2.5
I-64 Kanawha River Bridge (No.241, 2000-2001): Field testing for box 82 file Folder 3 assess retrofits and fatigue cracking to further extend service life
Inspection Report box 82 folder 3 item 3.1
Notes and Correspondence box 82 folder 3 item 3.2
Interim Report box 82 folder 3 item 3.3
Examination Report: Kanawha River Bridge - Dunbar box 82 folder 3 item 3.4
Reference Material box 82 folder 3 item 3.5
I-64 Weathering Steel Samples box 82 folder 3 item 3.6
Final Draft/Report: Includes technical drawings, notes and notes box 82 folder 3 item 3.7 on draft report - Page 87- John W. Fisher papersSC MS 0165
Tied Arch Alternative: Connection design box 82 folder 3 item 3.8
Alterations to Fatigue Retrofit Design box 82 folder 3 item 3.9
Report on Field Measurements and Assessment of the I-64 box 82 folder 3 item 3.10 Kanawha River Bridge at Dunbar, West Virginia
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FILE BOX 86 Title/Description Instances Fisher box 38 begins box 86 folder Box 38 item Box 38
Westgate Bridge, Melbourne, Aus. (No.191, 1990-1992, 2007) box 86 file Folder 1
Westgate Bridge: Vic Road extensions (2006-2007) box 86 folder 1 item 1.1
Notes and Correspondence box 86 folder 1 item 1.1.1
Technical Information box 86 folder 1 item 1.1.2
Westgate Bridge: Melbourne (1990): Early fatigue cracking box 86 folder 1 item 1.2 detected
Notes and Correspondence box 86 folder 1 item 1.2.1
Photographs box 86 folder 1 item 1.2.2
Fatigue Cracking Evaluation: Includes reference sources box 86 folder 1 item 1.2.3
Measurement and Interpretation of Strain on Westgate Bridge box 86 folder 1 item 1.3
Stress Analysis of the Westgate Bridge box 86 folder 1 item 1.4
Report on Assessment of Stress Relief Procedures in Westgate box 86 folder 1 item 1.5 Bridge Cantilever Section
Auckland Harbor Bridge (New Zealand, No.136, 1986): box 86 file Folder 2 Evaluation of fatigue cracking
Hoan Bridge Failure (No.239, 2000-2002): Failure caused by box 86 file Folder 3 two/three girder design, in combination with extremely low temperatures and over capacity cyclic loads, resulted in sudden girder cracking and brittle failure
Photographs box 86 folder 3 item 3.1
Notes and Correspondence box 86 folder 3 item 3.2
Supplementary Information: Articles, reports, design drawings, box 86 folder 3 item 3.3 and inspections
Technical Drawings: All drawings labeled with crack locations box 86 folder 3 item 3.4
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FILE BOX 87 Title/Description Instances Data Notes box 87 folder 3 item 3.5
Testing Procedures and Data Results box 87 folder 3 item 3.6
Visual Reports and Presentations box 87 folder 3 item 3.7
News Articles box 87 folder 3 item 3.8
Technical Drawings box 87 folder 3 item 3.9
New design plan box 87 folder 3 item 3.9.1
Plan of Existing Structure box 87 folder 3 item 3.9.2
Hoan Bridge Seminar box 87 folder 3 item 3.10
Hoan Invoices and Timesheets box 87 folder 3 item 3.11
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FILE BOX 88 Title/Description Instances Field Study and Analysis of the Hoan Bridge: Includes weight-in- box 88 folder 3 item 3.12 motion truck field tests as well as computer based analysis
In-Depth Inspection, Analysis, and Retrofit Recommendations for box 88 folder 3 item 3.13 the Tied-Arch Span
Notes box 88 folder 3 item 3.13.1
Report box 88 folder 3 item 3.13.2
Draft of the Final Report on the Hoan Bridge box 88 folder 3 item 3.14
Final Reports box 88 folder 3 item 3.15
Final Report on Field Measurements and Controlled Load Testing box 88 folder 3 item 3.15.1 on the Hoan Bridge (Lehigh University)
Hoan Bridge Failure Investigation: 3D Modeling and Load box 88 folder 3 item 3.15.2 Testing of Hoan Approach Unit S2A (Lichtenstein)
Hoan Bridge Retrofit Study (Lichtenstein) box 88 folder 3 item 3.15.3
Hoan Bridge Forensic Investigation: Documentation of Fractures box 88 folder 3 item 3.15.4 Prior to Demolition (FHWA)
Evaluation of Coupons from the Hoan Bridge (Storck Technimet, box 88 folder 3 item 3.15.5 Inc.)
Hoan Bridge Forensic Investigation Failure Analysis Final Report box 88 folder 3 item 3.15.6 (WI DOT, FHWA)
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Hoan Bridge Forensic Investigation Failure Analysis Interim box 88 folder 3 item 3.15.7 Report
Weigh-in-Motion Truck Measurements on East Lincoln Avenue box 88 folder 3 item 3.15.8 Viaduct, Milwaukee, Wisconsin (The University of Michigan)
Media box 88 folder 3 item 3.16
CD-R: Hoan Bridge Drawings box 88 folder 3 item 3.16.1
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FILE BOX 89 Title/Description Instances Hoan Bridge Slides box 89 folder 3 item 3.16.2
Fisher box 39 starts box 89 folder Box 39 item Box 39
Department of Justice File on AMTRAK Centenary (2002-2003) box 89 file Folder 1
Notes and Correspondence box 89 folder 1 item 1.1
Attorney/Client Privileged Documents box 89 folder 1 item 1.2
ASTM Standards and Stress Analysis Calculations box 89 folder 1 item 1.3
Reports and Testing Data box 89 folder 1 item 1.4
Reports on Design Review and Finite Element Analysis box 89 folder 1 item 1.5
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FILE BOX 90 Title/Description Instances AMTRAK Catenary Anchor Bolts (1998-2003) box 90 file Folder 2
Notes and Correspondence: Includes testing procedures box 90 folder 2 item 2.1
Visual Presentations box 90 folder 2 item 2.2
Revised Reports, Meetings Agenda and Project Proposals box 90 folder 2 item 2.3
Privileged and Confidential Documents: Status reports and testing box 90 folder 2 item 2.4 procedures and proposals
Meeting Minutes and Notes box 90 folder 2 item 2.5
Reports box 90 folder 2 item 2.6
Draft Report: An Investigation of Materials and Design box 90 folder 2 item 2.6.1 Procedures used for Anchor Bolts for Catenary Towers on North East AMTRAK Electrification Project
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Laboratory Tests and Finite-Element Analyses of Concrete Pier/ box 90 folder 2 item 2.6.2 Anchor Bolt/Catenary Pole Assemblies
Assessment of Catenary Foundation Anchor Bolts: Field and box 90 folder 2 item 2.6.3 Laboratory Investigations
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FILE BOX 91 Title/Description Instances ATLSS Proposals, Paperwork, and Testing Procedures box 91 folder 2 item 2.7
Project Scope and Requirements box 91 folder 2 item 2.8
AMTRAK Side Frame Cracking (1999-2000) box 91 file Folder 3
Notes and Correspondence box 91 folder 3 item 3.1
Technical Drawings box 91 folder 3 item 3.2
Reports: Assessment of Cracked Side Frame, FEA Analysis box 91 folder 3 item 3.3 Report, and Road Test Data
Fisher box 40 starts box 91 folder Box 40 item Box 40
Lake Street Bridge Collapse, Minn. MN (1992-1993) box 91 file Folder 1
Notes and Correspondence box 91 folder 1 item 1.1
Technical Drawings box 91 folder 1 item 1.2
Reports box 91 folder 1 item 1.3
Draft of Framework Test Report box 91 folder 1 item 1.3.1
Tests on the Lake Street Bridge Falsework Detail box 91 folder 1 item 1.3.2
Contribution to the Analysis of the Behavior of Plate Girders box 91 folder 1 item 1.3.3 Subjected to Patch Loading, and Ultimate Limit State of Slender Steel Webs Subject to (i) Constant and (ii) Repeated Partial Edge Loading
Supplemental Expert Witness Statements on Behalf of the State of box 91 folder 1 item 1.3.4 Minnesota
Falsework Collapse: Lake Street/Marshall Avenue Bridge box 91 folder 1 item 1.3.5
Evaluation of Falsework Failure box 91 folder 1 item 1.3.6
Preliminary Report: Collapse of the Lake St./Marshall Ave. box 91 folder 1 item 1.3.7 Bridge During Construction
Collapse of Lake St. Bridge, Minneapolis box 91 folder 1 item 1.3.8
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FILE BOX 92 Title/Description Instances Evaluation of the Collapse of Lake Street/Marshall Avenue Bridge box 92 folder 1 item 1.3.9 Replacement
Evaluation of the Collapse of Lake Street/Marshall Avenue Bridge box 92 folder 1 item 1.3.10 Replacement: Appendix B
Iowa Communication Tower Collapse WJE (1994): Collapse due box 92 file Folder 2 to increased and variable wind loading over time
Photographs box 92 folder 2 item 2.1
Blueprints box 92 folder 2 item 2.2
Notes and Preliminary Project Reports: Includes notes, box 92 folder 2 item 2.3 correspondence, photos, and test results
Gurfinkle Studies box 92 folder 2 item 2.4
Reports box 92 folder 2 item 2.5
Investigation of the Communications Engineering Tower Incident box 92 folder 2 item 2.5.1 Cedar Rapids, Iowa
Characteristic of N AB Tower Bolt box 92 folder 2 item 2.5.2
Feeser’s Food Distribution: Freezer Collapse (1994): Excessively box 92 file Folder 3 poor welding in combination with under estimated maximum loading values
Tensile Test Results: Includes results and correspondence box 92 folder 3 item 3.1
Testing Analysis: Includes analysis and photo documentation box 92 folder 3 item 3.2
Litigation Documents box 92 folder 3 item 3.3
Copy of Photographs with Descriptions box 92 folder 3 item 3.4
Photographs box 92 folder 3 item 3.5
Photoset #1 box 92 folder 3 item 3.5.1
Photoset #2 box 92 folder 3 item 3.5.2
Photoset #3 box 92 folder 3 item 3.5.3
Photoset #4 box 92 folder 3 item 3.5.4
Photoset #5 box 92 folder 3 item 3.5.5
Photoset #6 box 92 folder 3 item 3.5.6
Photoset #7 box 92 folder 3 item 3.5.7
Photoset #8 box 92 folder 3 item 3.5.8
Photoset #9 box 92 folder 3 item 3.5.9
Photoset #10 box 92 folder 3 item 3.5.10
- Page 92- John W. Fisher papersSC MS 0165
Photoset #11 box 92 folder 3 item 3.5.11
Photoset #12 box 92 folder 3 item 3.5.12
Photoset #13 box 92 folder 3 item 3.5.13
Photoset #14 box 92 folder 3 item 3.5.14
Photoset #15 box 92 folder 3 item 3.5.15
Photoset #16 box 92 folder 3 item 3.5.16
Photoset #17 box 92 folder 3 item 3.5.17
Notes and Correspondence box 92 folder 3 item 3.6
Tension Test Report box 92 folder 3 item 3.7
Report of the Structural Collapse of the Roof Structure at Feeser’s box 92 folder 3 item 3.8 Harrisburg, PA.
Assessment for the Rehabilitation of Atlantic Ave. Viaduct box 92 file Folder 4 No.247 (2006-2007)
Technical Memorandum for Preliminary Design box 92 folder 4 item 4.1
Corrosion Damage Assessment Phase 2: Atlantic Ave. Viaduct box 92 folder 4 item 4.2
Fatigue Life Damage Accumulation Calculations box 92 folder 4 item 4.3
SOM: San Francisco Airport K-Region Study (1997) box 92 file Folder 5
S.F.O. Cruciform Test Specimen Inspection Report box 92 folder 5 item 5.1
Cyclic Testing of Cover-Plated Steel Moment Connections box 92 folder 5 item 5.2
PDM and THC Specimen Drop Pieces for CVN Tests box 92 folder 5 item 5.3
Corey Steel Tests: Columns X-1, X-2, X-4, X-5, and X-9 box 92 folder 5 item 5.4
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FILE BOX 95 Processing Information: Processing Information
Box 41
Title/Description Instances Metals Handbook Ninth Edition Vol. I Properties and Selection: box 95 folder 5 item 5.5 Irons and Steels
Fracture Resistance of K-Area Weld Toe Regions Under Dynamic box 95 folder 5 item 5.6 Loading
Plans and Drawings box 95 folder 5 item 5.7
Notes and Correspondence - Page 93- John W. Fisher papersSC MS 0165
box 95 folder 5 item 5.8
Dravo Unloader Failure (1980-82, 1991) box 95 file Folder 1
Notes and Correspondence box 95 folder 1 item 1.1
Expert’s Report: FOS Gantry Crane DRAVO-SOLMER box 95 folder 1 item 1.2
Unloading Gantries at the Solmer Works: Conclusions Relative to box 95 folder 1 item 1.3 Fatigue Resistance Calculations of a Failed Eyebar
Technical Response: Safety of the Unloader Behavior of the Load box 95 folder 1 item 1.4 Cells
Report: Safety Considerations, Static Behavior of Load Cells, and box 95 folder 1 item 1.5 Dynamic Behavior of Load Cells
Supplementary Report: Solmer-Dravo Unloader, Solmer Central box 95 folder 1 item 1.6 Metallurgical Service: Analysis of Load Cell
Cajun Electric: Arbitration on Cracking of Ball Mills (1986-89) box 95 file Folder 2
Summary of Testimony of John W. Fisher, P.E. box 95 folder 2 item 2.1
Summary of Conclusions: Strain Gauge Program and Finite box 95 folder 2 item 2.2 Element Stress Analysis
Structural Evaluation of Tire Configuration Welds, Current box 95 folder 2 item 2.3 Replacement Tire Design - Cajun Mills
Notes and Correspondence: Includes original and replacement box 95 folder 2 item 2.4 drawings, allowable and calculated fatigue stresses
Hyatt Regency Walkway Collapse (1981) box 95 file Folder 3
Photos box 95 folder 3 item 3.1
Photoset #1 box 95 folder 3 item 3.1.1
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FILE BOX 96 Title/Description Instances Photoset #2 box 96 folder 3 item 3.1.2
Photoset #3 box 96 folder 3 item 3.1.3
Notes and Correspondence: Includes news articles box 96 folder 3 item 3.2
Summary of test data, photographs, and special tests box 96 folder 3 item 3.3
Zen-Noh Grain Loading Arm Failure (1985-1989): Lack of box 96 file Folder 4 maintenance and repair led to failure and collapse of the loading arm
Notes, Drawings and Correspondence box 96 folder 4 item 4.1
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Stress Analysis for All Load Cases: Includes data tables and box 96 folder 4 item 4.2 figures
Findings and Conclusions box 96 folder 4 item 4.3
Chemical Analysis and Tensile Testing of I Beam box 96 folder 4 item 4.4
Fatigue of Bolted Connections (1984-1985): Includes photos and box 96 file Folder 5 figures detailing stress data, samples and design revisions
End Distance (1984-1985): AISC Manual revision for block shear, box 96 file Folder 6 ultimate stress and tensile strength for gusset plates; includes photos, testing data, figures and correspondence
Photographs for AISC Steel Manual box 96 file Folder 7
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FILE BOX 97 Title/Description Instances Guide to Design Criteria for Riveted and Bolted Joints box 97 file Folder 8 (1970-1973): Four books of data and analysis
Book I box 97 folder 8 item 8.1
Book II box 97 folder 8 item 8.2
Book III box 97 folder 8 item 8.3
Book IV box 97 folder 8 item 8.4
Fisher box 45 starts box 97 folder Box 45 item Box 45
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FILE BOX 98 Title/Description Instances ATLSS Files (1986-1999): Includes proposals, reports, site visits box 98 file Folder 1 and meetings
Pre-Proposal to the National Science Foundation box 98 folder 1 item 1.1
Pre-Proposal Review box 98 folder 1 item 1.1.1
Proposal to the National Science Foundation: For consideration box 98 folder 1 item 1.2 for an engineering research centers program
First Annual Report to National Science Foundation, Vol. 1: box 98 folder 1 item 1.3 Program accomplishments and future plans
First Annual Report to National Science Foundation, Vol. 2: box 98 folder 1 item 1.4 Personnel and Financial Plans
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Second Annual Report to National Science Foundation, Vol. 1: box 98 folder 1 item 1.5 Strategic Plans and Research Accomplishments
Second Annual Report to National Science Foundation, Vol. 2: box 98 folder 1 item 1.6 Budget and Personnel
Third - Year Progress Report and Renewal Proposal to National box 98 folder 1 item 1.7 Science Foundation, Vol. 1: Programs, Plans and Projects
Fourth- Year Annual Report to National Science Foundation, Vol. box 98 folder 1 item 1.8 1: Programs and Plans
Fourth- Year Annual Report to National Science Foundation, Vol. box 98 folder 1 item 1.9 2: Budget Proposal and Data
Fifth Year Annual Report to National Science Foundation, Vol. 1: box 98 folder 1 item 1.10 Programs and Plans
Fifth Year Annual Report to National Science Foundation, Vol. 2: box 98 folder 1 item 1.11 Budget Proposal and Data
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FILE BOX 99 Title/Description Instances Seventh Annual Report to the National Science Foundation: box 99 folder 1 item 1.12 Summary of research, achievements and strategic research plan
Eighth Annual Report to the National Science Foundation: box 99 folder 1 item 1.13 Summary of research, achievements and strategic research plan
A Progress and Accomplishment Report to the National Science box 99 folder 1 item 1.14 Foundation: Advances, developments and impacts
Budgets: Audits, requests and account requirements box 99 folder 1 item 1.15
Site Visit Reports: Full summary of all reports box 99 folder 1 item 1.16
ATLSS I, Dec. 1985 box 99 folder 1 item 1.16.1
Site Visit, Jan, 1996: Includes facilities, testing procedures and box 99 folder 1 item 1.16.2 policy overview
Biosketches for Administrative and Research Personnel box 99 folder 1 item 1.17 Participating in ATLSS
ATLSS Task Review and Assessment Report Draft, Oct. 1994 box 99 folder 1 item 1.18
ATLSS Publicity and Publications: Article, letters, etc. box 99 folder 1 item 1.19
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FILE BOX 100
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Title/Description Instances ATLSS Report: 1992 Research Project Summaries box 100 folder 1 item 1.20
Final Report: 1996 Research Experiences for Undergraduates box 100 folder 1 item 1.21 Program
ATLSS Newsletters, 1986-1995: Detailed and current summaries box 100 folder 1 item 1.22 of ongoing research projects performed at the ATLSS facility
Final Report to the National Science Foundation box 100 folder 1 item 1.23
Highlights of Engineering Research Centers Education Programs, box 100 folder 1 item 1.24 Informational Publication
ERC Directors Meeting, 1996: Includes summary, agenda, box 100 folder 1 item 1.25 participants, etc.
NSF: Engineering Research Centers: A Partnership for box 100 folder 1 item 1.26 Competitiveness
Advisory Committee Meeting, Sept. 27, 1996: Includes summary, box 100 folder 1 item 1.27 participants and meeting minutes as well as correspondence
Baseline ERC Indicators: Data and The History of Large box 100 folder 1 item 1.28 Structural Research
ATLSS Memos: Facility funding information box 100 folder 1 item 1.29
Wallis Avenue Bridge, NJ, 1993-1998: Severe corrosion damage box 100 file Folder 1 to superstructure required load testing to be conducted to determine safety
Lehigh Reports: Includes stress tests, data, field testing and box 100 folder 1 item 1.1 procedures
Photos: Photos of test beam conditions, numbered and labeled box 100 folder 1 item 1.2
Consolidated Rail Corporation Brief box 100 folder 1 item 1.3
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FILE BOX 101 Title/Description Instances Amtrak Reports: Finite element analysis box 101 folder 1 item 1.4
N.J. DOT Rating: Design of ASTM A 36 Steel, notes and rating box 101 folder 1 item 1.5 summary
Fred Day Rating Calculations: Hand computations, figures and box 101 folder 1 item 1.6 tables
Parsons Brinckerhoff Report and Ratings box 101 folder 1 item 1.7
Wallis Ave. Drawings: Original and adapted drawings box 101 folder 1 item 1.8
Photographs: 08/09/85 Conrail box 101 folder 1 item 1.9
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International Bridge Conference 1986: Railroad Bridges with box 101 folder 1 item 1.10 Floor Beams Encased in Concrete Decks and RT
Hearing Briefs box 101 folder 1 item 1.11
Conrail: Wallis Ave.: Includes report on similar structure, 23rd box 101 folder 1 item 1.12 Street Bridge Pittsburgh PA
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FILE BOX 102 Title/Description Instances Parsons Brinckerhoff Field Inspection Report box 102 folder 1 item 1.13
Litigation Material box 102 folder 1 item 1.14
Transcript of Testimony box 102 folder 1 item 1.14.1
Hearing Notes box 102 folder 1 item 1.14.2
Live Load Testing of the Wallis Avenue Bridge (Lehigh box 102 folder 1 item 1.14.3 University)
Parsons Brinckerhoff Files box 102 folder 1 item 1.14.4
Summary of Defendants Position and Outline of Argument box 102 folder 1 item 1.14.5
Draft Copy of Summary of Defendants Position and Recital of box 102 folder 1 item 1.14.6 Facts
Rebuttal Submissions box 102 folder 1 item 1.14.7
Evaluation of Cracks in the East Tie Girder of St. Georges Bridge box 102 folder 1 item 1.15
Study of Two Through-Girder Bridges with Floor Beams Encased box 102 folder 1 item 1.16 in Concrete Deck
Project 381: Composite Beams with Metal Decks (Slides), box 102 file Folder 2 1970-1980
Slides Spec. 74R box 102 folder 2 item 2.1
Slides Spec. Series 1B through 1D box 102 folder 2 item 2.2
Fisher box 48 starts box 102 folder Box 48 item Box 48
Williamsburg Bridge Cable Study, 1987-1989 box 102 file Folder 1
Technical Advisory Committee box 102 folder 1 item 1.1
Evaluation Report - Phase I: Minimum Content of Submittals box 102 folder 1 item 1.2
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FILE BOX 103 - Page 98- John W. Fisher papersSC MS 0165
Title/Description Instances Ammann Whitney Presentations box 103 folder 1 item 1.3
Bridge Rehabilitation box 103 folder 1 item 1.3.1
Alternate Rehabilitation Schemes box 103 folder 1 item 1.3.2
Columbia-Carleton Fatigue Test Data (Appendix D) box 103 folder 1 item 1.4
Determination of Main Cable Clamping Distance box 103 folder 1 item 1.5
Third Interim Report: Cable Strength and Remaining Life and box 103 folder 1 item 1.6 Corrosion Inhibitors
History of Loading and Stresses, Live Load Summary, Fatigue box 103 folder 1 item 1.7 Life of Stiffening Truss, Cause of Main Tower Overstress, Study of Catastrophic Failure Scenarios During Load Transfer for Recabling, and Overstressed Stringers on the Manhattan Approach
Williamsburg Bridge: Existing Conditions box 103 folder 1 item 1.8
Evaluation Report - Phase II: Concept Rating box 103 folder 1 item 1.9
Williamsburg Bridge Main Cable Investigation - Phases I II: box 103 folder 1 item 1.10 Inspection, Sampling and Testing
Preliminary Interim Report: Body box 103 folder 1 item 1.10.1
Appendix A: Cable Investigation Program box 103 folder 1 item 1.10.2
Appendix B: Figures box 103 folder 1 item 1.10.3
Appendix C: Photographs box 103 folder 1 item 1.10.4
Appendix D: Test Results box 103 folder 1 item 1.10.5
Appendix E: Inspection Notes box 103 folder 1 item 1.10.6
Miscellaneous box 103 folder 1 item 1.10.7
NJ Transit: Volvo Bus Details and Measurements, 1985-1987 box 103 file Folder 2
Notes and Correspondence: Includes photographs box 103 folder 2 item 2.1
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FILE BOX 104 Title/Description Instances Measurements: Assessment of Fatigue Life of Volvo B10M- box 104 folder 2 item 2.2 Chassis
Slides box 104 folder 2 item 2.3
AMTRAK Susquehanna River Bridge, 1998-1999 box 104 file Folder 3
Measurements and Design Assessment of Structural Members in box 104 folder 3 item 3.1 Selected Spans of AMTRAK’s Susquehanna River Bridge
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Introduction and Instrumentation box 104 folder 3 item 3.1.1
Measurement Variables and Data box 104 folder 3 item 3.1.2
Pre-Retrofit Bottom and Diagonal Chords Data box 104 folder 3 item 3.1.3
Stringers, Floor Beams, Top Chord and Post Data box 104 folder 3 item 3.1.4
Bottom Chord, Top Chord and Post Diagonal Data box 104 folder 3 item 3.1.5
General Summary box 104 folder 3 item 3.1.6
Final Report box 104 folder 3 item 3.1.7
Correspondence and Drawings box 104 folder 3 item 3.2
AMTRAK Short Term Steel Repair Drawings box 104 folder 3 item 3.3
Notes and Correspondence on Instrumentation and Measurement box 104 folder 3 item 3.4 for Retrofits
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FILE BOX 105 Title/Description Instances WMATA Neoplan: Bus Cracking, 1984-1986: Cracking observed box 105 file Folder 4 in steel a-frame configuration, includes detailed testing and analysis as well as retrofit recommendations to reduce stress
1984: Washington Metro - Bus box 105 folder 4 item 4.1
1984 Photographs box 105 folder 4 item 4.1.1
Preliminary Report Neoplan Retrofit Program box 105 folder 4 item 4.1.2
Notes and Report on Cracking of A-Frame of NEOPLAN Bus box 105 folder 4 item 4.1.3
Stress Failure Analysis Calculations box 105 folder 4 item 4.1.4
An Experimental Stress Analysis of the Rear A-Frame of box 105 folder 4 item 4.1.5 a Neoplan Transit Coach and Neoplan A-Frame Failure Recommendations
Stress Analysis Testing on Neoplan Transit Coaches box 105 folder 4 item 4.1.6
1985: Metro - Buses box 105 folder 4 item 4.2
1985 Photographs box 105 folder 4 item 4.2.1
NHTSA Test Program for Grumman Flxible 870 Bus box 105 folder 4 item 4.2.2
Notes and Scope of Work Agreement box 105 folder 4 item 4.2.3
Report on Fatigue Damage in A-Frames of NEOPLAN Bus and box 105 folder 4 item 4.2.4 Advanced Design Buses Specifications
Progress Meeting Topical Agenda box 105 folder 4 item 4.2.5
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Drawings and Retrofit Alternatives box 105 folder 4 item 4.2.6
Neoplan 60,000 Mile Accelerated Durability Test Report: Includes box 105 folder 4 item 4.2.7 personal notes and calculations
NEOPLAN A-Frame Report and Progress Report: Finite Element box 105 folder 4 item 4.2.8 Stress Analysis of a Proposed Rear Suspension A-Frame for WMATA
Final Report: Skin Buckling and Window Post Cracking Neoplan box 105 folder 4 item 4.2.9 Retrofit Program for WMATA
1986: NEOPLAN Buses - WMATA box 105 folder 4 item 4.3
“Pace” - Suburban Bus Divisions of the Regional Transportation box 105 folder 4 item 4.3.1 Authority: Specification for a Proposal of a Structural Analysis of Pace’s Grumman Flxible 870 Coaches
Southeastern Pennsylvania Transportation Authority: NEOPLAN box 105 folder 4 item 4.3.2 Task Force Meeting Report
Fisher box 50 begins box 105 folder Box 50 item Box 50
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FILE BOX 106 Title/Description Instances Kemper Arena Failure and Bolt Assessment, 1983-1985 box 106 file Folder 1
Notes and Correspondence box 106 folder 1 item 1.1
Kemper Arena Roof Collapse Negatives box 106 folder 1 item 1.2
Photographs box 106 folder 1 item 1.3
Prints and Slides box 106 folder 1 item 1.4
Transparencies box 106 folder 1 item 1.5
Wolf Trap Filene Center: Box Girder Failure, 1985-1988 box 106 file Folder 2
Litigation Paperwork and Files box 106 folder 2 item 2.1
Final Report on Filene Center Girders: Material Properties, box 106 folder 2 item 2.2 Analysis, Recommendations
First Interim Report: Evaluation of Failure of Box Girder at Filene box 106 folder 2 item 2.2.1 Center
Second Interim Report: Report on Test Samples Removed from box 106 folder 2 item 2.2.2 Filene Center Girders
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FILE BOX 107 Title/Description Instances Plans and Drawings: Repairs and originals box 107 folder 2 item 2.3
Wolf Trap: Preliminary Wind Tunnel Data box 107 folder 2 item 2.4
Photographs box 107 folder 2 item 2.5
Interim Report 1 box 107 folder 2 item 2.5.1
Interim Report 2 box 107 folder 2 item 2.5.2
Misc. Photos box 107 folder 2 item 2.5.3
Fractographs box 107 folder 2 item 2.5.4
Slides box 107 folder 2 item 2.6
Dana-Farber Cancer Institute, NYC 1986-1988: Welded Truss box 107 file Folder 3 Failure
Notes and Correspondence box 107 folder 3 item 3.1
Memorandum of Meeting and Field Inspection, Feb. 28, 1987 box 107 folder 3 item 3.2
Photographs box 107 folder 3 item 3.3
The Metallurgy of Innershield box 107 folder 3 item 3.4
Thames Valley Steel Corp.: A.W.S. Structural Welding Code box 107 folder 3 item 3.5 D1.1 and A5.20 Specification for Mild Steel Electrodes for Flux- Cored Welding
Section 1 box 107 folder 3 item 3.5.1
Section 2 box 107 folder 3 item 3.5.2
Section 3 box 107 folder 3 item 3.5.3
Section 4 box 107 folder 3 item 3.5.4
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FILE BOX 108 Title/Description Instances Thames Valley Steel Corp.: Testing Reports per A.W.S. D1.1 box 108 folder 3 item 3.6
Section 1: 1.9 Truss Field Splices box 108 folder 3 item 3.6.1
Section 2: 3.7 Truss Field Splices box 108 folder 3 item 3.6.2
Section 3: 5.2 Truss Field Splices box 108 folder 3 item 3.6.3
Section 4: Moment Connections Levels 5-10 on 0.5 and A’ box 108 folder 3 item 3.6.4 Column Lines
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Section 5: Field Welders Certifications box 108 folder 3 item 3.6.5
GSI: Welded Truck for CTA, 1988-1990 box 108 file Folder 4
Static Strain Gauge Testing Data box 108 folder 4 item 4.1
Sideframe and Mainframe Proposed Layout Change box 108 folder 4 item 4.2
CTA Bolster Test Data box 108 folder 4 item 4.3
Notes and Correspondence box 108 folder 4 item 4.4
42 CTA Sideframe Drawings: Comments, suggestions and box 108 folder 4 item 4.5 questions
Light Rail Welded Truck: A710 Stress Relief Cracking Tests box 108 folder 4 item 4.6
General Comments on Drawing Notes and One-Sided Welds: box 108 folder 4 item 4.7 Suggestions
Florida DOT: Pensacola Bay Bridge, 1992: No. 154 box 108 file Folder 5
Notes and Correspondence box 108 folder 5 item 5.1
Fatigue Check of Existing SBL Median Girder to Remain in box 108 folder 5 item 5.2 Structure and Dead Load Stresses after Collision
Review and Analysis of Modjeski and Masters’ Report of box 108 folder 5 item 5.3 Investigation of US 98 Bridge over Pensacola Bay Bridge, Barge Accident of January 14, 1989
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FILE BOX 109 Title/Description Instances Modjeski and Masters’ Report of Investigation of US 98 Bridge box 109 folder 5 item 5.4 over Pensacola Bay Bridge, Barge Accident of January 14, 1989
Summary of Remedial Actions and Repairs due to Collision box 109 folder 5 item 5.5
Photographs box 109 folder 5 item 5.6
Fisher box 53 starts box 109 folder Box 53 item Box 53
PATH: Pa. 1, Pa. 2, and Pa. 4 Welded Rail Trucks, 1985-1987: box 109 file Folder 1 “Truck Frame Investigation Study”
PATH Pa. 1 Pa. 2 Trucks box 109 folder 1 item 1.1
Notes and Correspondence box 109 folder 1 item 1.1.1
Evaluation of Possible Useful Life of Pa-1 and Pa-2 Truck Frame box 109 folder 1 item 1.1.2 of PATH Line
PATH Welded Truck: Design and Fatigue Test box 109 folder 1 item 1.2
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Fatigue Life Analysis System: “KAFSAS” Calculations of In- box 109 folder 1 item 1.3 Service Stress-Frequency Distribution and Fatigue Life Estimation of Steel under Service Load
Static and Fatigue Test Procedure box 109 folder 1 item 1.4
Static and Fatigue Test Report box 109 folder 1 item 1.5
PATH Pa. 4 box 109 folder 1 item 1.6
Notes and Correspondence box 109 folder 1 item 1.6.1
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FILE BOX 110 Title/Description Instances Fabricated Truck for PATH Pa-4 Car: “Technical Document” box 110 folder 1 item 1.6.2
PATH Radiographic Inspection of Pa. Trucks and Bolsters box 110 folder 1 item 1.7
Routine Inspection Test Results of Pa-4 Prototype Truck box 110 folder 1 item 1.8
Fitness-for-Service Evaluation of PATH PA1, PA2, PA3 Rail-car box 110 folder 1 item 1.9 Bodies
Pre-Production Inspection Results of PATH PA-4 Truck and box 110 folder 1 item 1.10 Bolsters
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FILE BOX 111 Title/Description Instances PA-4 Ride Quality Test Results box 111 folder 1 item 1.11
PATH: George Washington Approach Overhead Support Fracture box 111 file Folder 2
Joseph Englot and John Fisher’s Materials Testing Program box 111 folder 2 item 2.1
C-Building Fracture Testing box 111 folder 2 item 2.2
Notes and Correspondence box 111 folder 2 item 2.2.1
ATLSS Assessment and Testing Reports box 111 folder 2 item 2.2.2
Girder Repair Notes and Correspondence box 111 folder 2 item 2.3
PATH: Cast Iron Tunnel Liners - 1990 - 1991 box 111 file Folder 3
Final Report to Port Authority of NY NJ on Evaluation of box 111 folder 3 item 3.1 Composition and Weld/Plasma Repair of Tunnel Cast-Iron Liners
Bechtel Brown’s Ferry Unit 7 box 111 file Folder 4
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Test Verification of Drywell Floor Steel Connections box 111 folder 4 item 4.1
Sequoyah Nuclear Plant Test Verification Weak Axis Shear and box 111 folder 4 item 4.2 Torsion on Platform Steel Connections
Drywell Platforms and Miscellaneous Steel Corrective Action box 111 folder 4 item 4.3 Plan
Welded and Bolted Clip Angle Evaluation Methodology box 111 folder 4 item 4.3.1
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FILE BOX 112 Title/Description Instances Weld Connection Sample Calculations box 112 folder 4 item 4.3.2
Bolt Connection Procedure Calculations box 112 folder 4 item 4.3.3
Evaluation of Welded Connections Limit Loads box 112 folder 4 item 4.3.4
Notes and Correspondence box 112 folder 4 item 4.3.5
Corrective Action Plan and Licensing Commitment box 112 folder 4 item 4.3.6
PATH: George Washington Approach Overhead Support Fracture box 112 folder 4 item 4.4 Blueprints
Fisher box 54 starts box 112 folder Box 54 item Box 54
Effect of Weldments on the Fatigue Strength of Steel Beams box 112 file Folder 1
Index of Slides and testing procedure and summary box 112 folder 1 item 1.1
Project 334 Slide book No. 1 box 112 file Folder 2
Fabrication of Beams slides box 112 folder 2 item 2.1 Fabrication of Beams slides
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FILE BOX 113 Title/Description Instances Test Set-Up Slides box 113 folder 2 item 2.2 Test Set-Up Slides
Project 334 Slide book No. 2 box 113 file Folder 3
Crack Appearance on Flange Surface (200-290) box 113 folder 3 item 3.1
Project 334 Slide Book No. 3 box 113 file Folder 4
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Cover-Plated Beams - Unwelded and Welded Ends (300-390) box 113 folder 4 item 4.1
Project 334 Slide Book No. 4 box 113 file Folder 5
Fracture Surfaces (400-490) box 113 folder 5 item 5.1
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FILE BOX 114 Title/Description Instances Project 334 Slide Book No. 5 box 114 file Folder 6
Cover Plated Beams - Unwelded and Welded Ends (500-590) box 114 folder 6 item 6.1
Project 334 Slide Book No. 6 box 114 file Folder 7
Slides for Oral Presentations box 114 folder 7 item 7.1
Project 334 Slide Book No.7 - Details box 114 file Folder 8
Slides of Pilot Test Beams box 114 folder 8 item 8.1
Slides of Plain Rolled Beams box 114 folder 8 item 8.2
Slides of Beams with Stiffeners, Control, SCB box 114 folder 8 item 8.3
Photos of Girders with Stiffeners SG box 114 folder 8 item 8.4
A8B - Slides of Beams with attachments - 8” long box 114 folder 8 item 8.5
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FILE BOX 115 Title/Description Instances A4B - Slides of Beams with Attachedments - 4” Long box 115 folder 8 item 8.6
A2B - Slides of Beams with 2” Attachments box 115 folder 8 item 8.7
Slides of Beams with ¼” Attachments AQB and Alternating Shear box 115 folder 8 item 8.8 Beams SAB
Project 334 Slides Book No. 8 - Fracture Surfaces box 115 file Folder 9
Slides of Fracture Surfaces, Stiffener Type 1 box 115 folder 9 item 9.1
Slides of Fracture Surfaces, Stiffener Type 2 box 115 folder 9 item 9.2
Slides of Fracture Surfaces, Stiffener Type 3 box 115 folder 9 item 9.3
Slides of Fracture Surfaces, Plain Welds, AQB, A4B box 115 folder 9 item 9.4
Project 334 Photos and Slides box 115 file Folder 10
Fracture Specimen Photos box 115 folder 10 item 10.1 - Page 106- John W. Fisher papersSC MS 0165
Fabrication Slides box 115 folder 10 item 10.2
Crack Detail Slides box 115 folder 10 item 10.3
Etched Specimens Slides box 115 folder 10 item 10.4
Figures for Oral Presentations box 115 folder 10 item 10.5
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FILE BOX 116 Title/Description Instances Fisher box 55 starts box 116 folder Box 55 item Box 55
Project 386 Field Test Photographs box 116 file Folder 1
Allegheny River Bridge 1973 Photographs box 116 folder 1 item 1.1
Lehigh Canal Bridge 1974-1975 Photographs box 116 folder 1 item 1.2
West Chester Bridge 1974 Photographs box 116 folder 1 item 1.3
Columbia Bridge 1974 Photographs box 116 folder 1 item 1.4
South Bridge 1973 Photographs box 116 folder 1 item 1.5
Ohiopyle Bridge Photographs box 116 folder 1 item 1.6
Country Club Bridge (LR 484) 1976 Photographs box 116 folder 1 item 1.7
Monongahela River Bridge (Point Marion) 1977 Photographs box 116 folder 1 item 1.8
Ft. Duquesne Photographs box 116 folder 1 item 1.9
Tie Plate Test Photographs box 116 folder 1 item 1.10
Rivet Head Cracks - Belle Vernon Bridge Photographs box 116 folder 1 item 1.11
Project 386: Field Test Slides 1 box 116 file Folder 2
Allegheny River Bridge Slides box 116 folder 2 item 2.1
Lehigh Canal Bridge Slides box 116 folder 2 item 2.2
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FILE BOX 117 Title/Description Instances Project 386 Field Test Slides 2 box 117 file Folder 3
Columbia Bridge Slides box 117 folder 3 item 3.1
Miscellaneous Bridge Project Slides box 117 folder 3 item 3.2
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West Chester Bridge Slides box 117 folder 3 item 3.2.1
South Bridge Rt. 83 Harrisburg Slides box 117 folder 3 item 3.2.2
Rt. 81 Bridge - Harrisburg Slides box 117 folder 3 item 3.2.3
Penrose Avenue Bridge - Philadelphia Slides box 117 folder 3 item 3.2.4
Project 386 Field Test Slide 3 box 117 file Folder 4
Fort Duquesne Bridge and Monongahela River Bridge Slides box 117 folder 4 item 4.1
Ohiopyle Bridge and Country Club Bridge Slides box 117 folder 4 item 4.2
Project 386 Lab Test Slides box 117 file Folder 5
Crack Growth Slides box 117 folder 5 item 5.1
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FILE BOX 118 Title/Description Instances Project 386 box 118 file Folder 6
Steel Beam Sections and Testing Slides box 118 folder 6 item 6.1
Project 399 Slides box 118 file Folder 7
Brittle Fracture Test Slides 1 box 118 folder 7 item 7.1
Brittle Fracture Test Slides 2 box 118 folder 7 item 7.2
Kittanning Bridge Electrogas Welds Study - Steve R. Paterson box 118 file Folder 8
Proposal for Research Project and Correspondence box 118 folder 8 item 8.1
Weld Radiographic Inspection Reports box 118 folder 8 item 8.2
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FILE BOX 119 Title/Description Instances Chemical Analysis of Steel Samples box 119 folder 8 item 8.3
Non-destructive Examination of Electrogas Welds Final Reports box 119 folder 8 item 8.4
Sample Photographs, Notes, and Bibliographic Search box 119 folder 8 item 8.5
Project 463 Slide Book box 119 file Folder 9
Testing Samples, Apparatus, and Results Slides box 119 folder 9 item 9.1
Project 460 Kittanning Bridge box 119 file Folder 10
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Slides of Bridge Elements and Samples box 119 folder 10 item 10.1
Photographs of samples and weld cracks from testing box 119 folder 10 item 10.2
Fisher box 56 starts box 119 folder Box 56 item Box 56
Hulett Dan Ryan Skulkyl Fire Cranes Slides box 119 file Folder 1
Hulett Ore Unloaders Coal Dumper 1978 Slides box 119 folder 1 item 1.1
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FILE BOX 120 Title/Description Instances Hulett Boom Cranes Slides box 120 folder 1 item 1.2
Shuttle Boom Cranes at Newark - Sea land 1979 box 120 folder 1 item 1.2.1
Drag Line Boom Failure - Hazelton 1981 box 120 folder 1 item 1.2.2
Dan Ryan Elevated Chicago Slides box 120 folder 1 item 1.3
Jamaica E1 Field Work/ Bridgeport Quinnipiac River box 120 file Folder 2
Jamaica El and Quinnipiac River Bridge Slides box 120 folder 2 item 2.1
Schuylkill Expressway Fire box 120 file Folder 3
Testing Results and Calculation Sheet box 120 folder 3 item 3.1
Notes and Correspondence box 120 folder 3 item 3.2
Schuylkill Expressway Blueprints box 120 folder 3 item 3.3
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FILE BOX 121 Title/Description Instances Project 385 Slides of Details box 121 file Folder 4
Welded beam fatigue test slides box 121 folder 4 item 4.1
Project 417, Slides and Photos No.1 box 121 file Folder 5
176 Slides of testing subjects, apparatus, and results box 121 folder 5 item 5.1
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FILE BOX 122 Title/Description Instances
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Fatigue Slides: Cuyuga River Summit box 122 file Folder 6
54 Miscellaneous Fatigue Testing Specimens and results (Most are box 122 folder 6 item 6.1 from a failed bridge in Chicago Illinois)
Fatigue- Highway Bridges - The Walt Whitman box 122 file Folder 7
In field testing of the fatigue strength of the Walt Whitman Bridge box 122 folder 7 item 7.1 (77 slides)
Yellow Mill Road box 122 file Folder 8
In field examinations of roadways and bridge on Yellow Mill box 122 folder 8 item 8.1 Road
Examination Slides from 1970- June 1976 box 122 folder 8 item 8.1.1
Examination Slides from November 1976 - September 1977 box 122 folder 8 item 8.1.2
Project 455: I79 Meadville Crawford County\ box 122 file Folder 9
86 Slides of Samples taken for the I79 Meadville Project box 122 folder 9 item 9.1
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FILE BOX 123 Title/Description Instances 146 Slides of samples and field analysis pictures from Crawford box 123 folder 9 item 9.2 County
Fisher box 57 starts box 123 folder Box 57 item Box 57
Project 179 Back Channel box 123 file Folder 1
Field and Construction of Back Channel box 123 folder 1 item 1.1
2 photographs of men welding and working on a bridge box 123 folder 1 item 1.1.1
165 Slides of the site of the bridge, detailed close shots of beams, box 123 folder 1 item 1.1.2 and men working and observing the construction on the bridge
Samples and testing slides box 123 folder 1 item 1.2
Project 179 Tied Arch box 123 file Folder 2
Field Slides box 123 folder 2 item 2.1
36 slides of sample preparation, construction, and structural box 123 folder 2 item 2.1.1 element pictures
31 slides of specimens and post-testing sample profiles box 123 folder 2 item 2.1.2
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FILE BOX 124
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Title/Description Instances Gusset Photos box 124 file Folder 3
Gusset Plate Strength Examination Slides box 124 folder 3 item 3.1
21 Slides of Tests with ASTM A514 box 124 folder 3 item 3.1.1
16 Slides of Tests with ASTM A588 box 124 folder 3 item 3.1.2
10 Slides of Tests with ASTM A36 box 124 folder 3 item 3.1.3
11 Unmarked Slides of samples and testing equipment box 124 folder 3 item 3.1.4
Sewickly Bridge / Wash Overpass box 124 file Folder 4
Elevated Railway Platform in Bethlehem, Pennsylvania Testing box 124 folder 4 item 4.1 Slides
Sewickly Bridge visual and testing slides box 124 folder 4 item 4.2
Project 446 Photos and Slides box 124 file Folder 5
Project 446 Photos of beams and welds used in testing box 124 folder 5 item 5.1
Beam and weld samples before and after testing slides box 124 folder 5 item 5.2
Testing presentation and results slides box 124 folder 5 item 5.3
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FILE BOX 125 Title/Description Instances Fremont Bridge box 125 file Folder 6
Notes and corresponding presentation and sample slides box 125 folder 6 item 6.1
Slides of metal and weld samples before and after testing showing box 125 folder 6 item 6.2 cracking and weld features
Slides: January 1979 to July 1979 box 125 folder 6 item 6.2.1
Slides: September 1979 to March 1980 box 125 folder 6 item 6.2.2
Project 428 Brady St. Bridge box 125 file Folder 7
Testing sample slides box 125 folder 7 item 7.1
Project 428 Brady St. Bridge Photographs box 125 file Folder 8
Sample photos and Charpy test fracture surfaces box 125 folder 8 item 8.1
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FILE BOX 126
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Title/Description Instances Girard Point / Blue Route box 126 file Folder 9
Blue Route slides: on site inspection, samples, and equipment box 126 folder 9 item 9.1
Girard Point site inspection slides box 126 folder 9 item 9.2
Fisher box 58 starts box 126 folder Box 58 item Box 58
I-79 box 126 file Folder 1
Glenfield Fracture Study testing results with supplemental high box 126 folder 1 item 1.1 magnification fracture surface photographs
Project 425: Glenfield box 126 file Folder 2
Sampling instructions and plans for the removal of the fractured box 126 folder 2 item 2.1 girder and meeting minutes on the issue
Project 425: I79 Neville Island Casualty Girder box 126 file Folder 3
Photographs of fracture surface of the casualty girder and the box 126 folder 3 item 3.1 preparation of the Charpy test specimens
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FILE BOX 127 Title/Description Instances Project 425: I79 Neville Island Tied Arch Miscellaneous Back box 127 file Folder 4 Channel
Photographs of preparation and fracture surfaces of Charpy tests box 127 folder 4 item 4.1 on Tied Arch samples
Project 417 - Photos #5 Web, Insert, Log Sheets, Photos box 127 file Folder 5
Web invert test slides and results box 127 folder 5 item 5.1
Special detail calculations and photographs box 127 folder 5 item 5.2
Project 425 - Neville Island I79 - Back Channel box 127 file Folder 6
Ramp D Repair and testing specimen photographs box 127 folder 6 item 6.1
Blue Route box 127 file Folder 7
Photographs of core specimens and on site weld analysis box 127 folder 7 item 7.1
Girard Point Bridge box 127 file Folder 8
Photographs of weld specimens and weld points on the bridge box 127 folder 8 item 8.1
Photo Book #4 - Details box 127 file Folder 9
Girder and beam testing photographs of cracks and apparatus box 127 folder 9 item 9.1
Project 334 - Photo Book #5 - Fracture Surfaces box 127 file Folder 10
- Page 112- John W. Fisher papersSC MS 0165
Photographs of the fracture surfaces on beams with different box 127 folder 10 item 10.1 stiffener types
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FILE BOX 128 Title/Description Instances Project 334 - Photo Book - Plain Rolled Beams and Plain Welded box 128 file Folder 11 Beams
Photographs of weld and fracture surfaces box 128 folder 11 item 11.1
Crack Surface analysis and documentation sheets box 128 folder 11 item 11.2
Project 334 - Photo Book - Coverplated Beams and Flange Splice box 128 file Folder 12 Beams
Photographs of specimens, fracture surfaces, and crack locations box 128 folder 12 item 12.1
Crack surface documentation sheets box 128 folder 12 item 12.2
Project 334 - Photo Book - Fabrication of beams, Test set-up, box 128 file Folder 13 Residual Stress Measurements, Static Test
Fabrication Process Photographs box 128 folder 13 item 13.1
Test Apparatus and Set-up Photographs box 128 folder 13 item 13.2
Testing Specimens to find Residual Stresses box 128 folder 13 item 13.3
Fisher box 59 starts box 128 folder Box 59 item Box 59
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FILE BOX 129 Title/Description Instances John Fisher’s Masters Thesis - Plastic Analysis of Haunched box 129 folder 1 item 1.1 Connections
Robert Allen Bendigo’s Master Thesis - Static Tension Tests of box 129 folder 2 item 2.1 Long Bolted Joints
Stanley E. Dlugosz’s Master Thesis - Static Tension Tests of Long box 129 folder 3 item 3.1 Riveted Joints
Handwritten Notes from unknown source within document box 129 folder 3 item 3.1.1
John L. Rumpf Doctorate Dissertation - The Ultimate Strength of box 129 folder 4 item 4.1 Bolted Connections
John William Fisher’s Doctorate Dissertation - The Analysis of box 129 folder 5 item 5.1 Bolted Plate Splices
- Page 113- John W. Fisher papersSC MS 0165
Robert Kormanik’s Masters Thesis - The Behavior of Hybrid box 129 folder 6 item 6.1 Bolted Connections
Gordon H. Sterling’s Masters Thesis - Large Bolted Connections box 129 folder 7 item 7.1
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FILE BOX 130 Title/Description Instances Ernest E. Nester’s Masters Thesis - Influence of Variation of the box 130 folder 8 item 8.1 Contact Area Upon the Slip Resistance of a Bolted Joint 1966
David W. Gerridge’s Masters Thesis - Spherical Joints for box 130 folder 9 item 9.1 Structural Tubing 1966
Roger G. Slutter’s Doctorate Dissertation - The Fatigue Strength box 130 folder 10 item 10.1 of Shear Connectors in Steel-Concrete Composite Beams 1966
J. Hartley Daniels’s Doctorate Thesis - Combined Load Analysis box 130 folder 11 item 11.1 of Unbraced Frames 1967
J. Hartley Daniels’s Doctorate Thesis - Combined Load Analysis box 130 folder 12 item 12.1 of Unbraced Frames (Hardcover) 1967
Robert N. Allan’s Masters Thesis - The Effect of Oversize and box 130 folder 13 item 13.1 Slotted Holes on the Behavior of a Bolted Joint 1967
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FILE BOX 131 Title/Description Instances Geoffrey Luther Kulak’s Doctorate Dissertation - The Analysis of box 131 folder 14 item 14.1 Constructional Alloy Steel Bolted Plate Splices 1967
Thomas E. Gallagher’s Masters Thesis - Cumulative Fatigue box 131 folder 15 item 15.1 Damage Under Randomized Loading 1968
James H. Lee’s Masters Thesis - The Effect of Rectangular and box 131 folder 16 item 16.1 Circular Fillers on the Behavior of Bolted Joints 1968
James H. Lee’s Masters Thesis - The Effect of Rectangular and box 131 folder 17 item 17.1 Circular Fillers on the Behavior of Bolted Joints 1968 (Copy)
Geoffrey D. Kroll’s Interdepartmental Honors Program Thesis - box 131 folder 18 item 18.1 The Degree of Composite Action at Beam-to-Column Joints
Ulise C. Rivera’s Masters Thesis - Partition of Load in Single box 131 folder 19 item 19.1 Joints 1969
George G. Herbert’s CEE406 Report - The Influence of box 131 folder 20 item 20.1 Commonly Neglected Out of Plane Deformations in Bridge Structures 1969 - Page 114- John W. Fisher papersSC MS 0165
James H. Lee’s Masters Thesis - The Effect of Rectangular and box 131 folder 21 item 21.1 Circular Fillers on the Behavior of Bolted Joints
Cetin Yilmaz’s CEE406 Report - The Analysis of Curved box 131 folder 22 item 22.1 Horizontal Single Girders 1969
Miguel Angel Macias Rendon’s Doctoral Dissertation - A box 131 folder 23 item 23.1 Structural Model Study of Load Distribution in Box-Beam Bridges 1968
David Geoffrey Miller’s Departmental Honors Program Thesis - box 131 folder 24 item 24.1 Local Buckling of Composite Beams 1968
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FILE BOX 132 Title/Description Instances Sakda Santathadaporn’s Doctoral Dissertation - Analyses of box 132 folder 25 item 25.1 Biaxially Loaded Columns 1970
Isaias Garcia-Terrazas’s Doctoral Dissertation - Negative Moment box 132 folder 26 item 26.1 Behavior of Composite Beams 1971
Edward H. Power’s Masters Thesis - The Behavior and Strength box 132 folder 27 item 27.1 of Bolted Shingle Splices
Fisher box 60 starts box 132 folder Box 60 item Box 60
Suresh Desai’s CE469 Report - Application of the Finite Element box 132 folder 1 item 1.1 Method to the Problem of Gusseted Connections 1970
Karl Heinz Frank’s Doctoral Dissertation - The Fatigue Strength box 132 folder 2 item 2.1 of Fillet Welded Connections 1971
Handwritten calculations by unknown author box 132 folder 2 item 2.1.1
Charles D. Gorman’s CE481 Report - Analytical Investigation for box 132 folder 3 item 3.1 Out-Of-Plane Forces in Composite Girder Bridges 1971
Charles D. Gorman’s CE481 Report - Analytical Investigation for box 132 folder 4 item 4.1 Out-Of-Plane Forces in Composite Girder Bridges 1971
David J. Klingerman’s Departmental Honors Program Thesis - box 132 folder 5 item 5.1 Fatigue Crack Growth in A36 Steel 1971
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FILE BOX 133 Title/Description Instances Manfred A. Hirt’s Doctoral Dissertation - Fatigue Behavior of box 133 folder 6 item 6.1 Rolled and Welded Beams 1971
- Page 115- John W. Fisher papersSC MS 0165
Raymond J. Smith’s Doctoral Dissertation - Studies of Fatigue box 133 folder 7 item 7.1 Crack Growth of Center-Notch Plates 1972
Robert Jaccard’s Doctoral Dissertation - A Galerkin Method box 133 folder 8 item 8.1 to Evaluate Three Dimensional Stress Distributions and Stress Intensity Factors in Elastic Bodies 1973
Donald P. Erb’s Masters Thesis - Fatigue Strength of Tack box 133 folder 9 item 9.1 Welded Tie Plates (Draft)
Keith D. Boyer’s Masters Thesis - Fracture Analyses of Full Size box 133 folder 10 item 10.1 Beams with Welded Details 1976\
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FILE BOX 134 Title/Description Instances Nicholas Zettlemoyer’s Doctoral Dissertation - Stress box 134 folder 11 item 11.1 Concentration and Fatigue of Welded Details 1976
Hugh M. Woodward’s Masters Thesis - Prediction of Fatigue box 134 folder 12 item 12.1 Failure in Steel Bridges 1977
Stephen N. Norris’s Masters Thesis - The Prediction of Fatigue box 134 folder 13 item 13.1 Lives of Welded Web Attachments 1979
Robert Pruett Batcheler’s Masters Thesis - The Fatigue Strength box 134 folder 14 item 14.1 of Discontinuous Backup Bar Details 1977
Hans Hausammann’s Doctoral Thesis - Influence of Fracture box 134 folder 15 item 15.1 Toughness on Fatigue Life of Steel Bridges 1980
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FILE BOX 135 Title/Description Instances John A. Ediger’s Masters Thesis - Influence of Increased Gross box 135 folder 16 item 16.1 Vehicle Weight on Fatigue and Fracture Resistance of Steel Bridges 1981
John Angus Grant, Jr. - Fritz Engineering Laboratory Report box 135 folder 17 item 17.1 No. 381.5 - Determination of Connector and Beam Behavior for Composite Beams with Deck Formed Slabs 1981
Deborah J. Marcotte’s Masters Thesis - Estimated Fatigue box 135 folder 18 item 18.1 Damage of the Blue Nile Bridge in Khartoum, Sudan 1981
John Angus Grant, Jr. - Fritz Engineering Laboratory Report box 135 folder 19 item 19.1 No. 381.5 - Determination of Connector and Beam Behavior for Composite Beams with Deck Formed Slabs
- Page 116- John W. Fisher papersSC MS 0165
Chun Kyung Seong’s Doctoral Dissertation - Fatigue Resistance box 135 folder 20 item 20.1 of Riveted Steel Truss Bridge Members and Joints 1983
Cornelia Elisabeth Demers’s Masters Thesis - Bending Tests of box 135 folder 21 item 21.1 Fillet Welded Cruciform Specimens in Constant and Variable Amplitude Loading 1984
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FILE BOX 136 Processing Information: Processing Information
Box 61
Title/Description Instances Johannes M. M. Out’s Masters Thesis - The Fatigue Strength of box 136 folder 22 item 22.1 Weathered and Deteriorated Riveted Members 1984
Jyr-Jong Lee’s Doctoral Dissertation - Fatigue Strength of Steel box 136 folder 1 item 1.1 Bridge Girders with Distortion Induced Stresses 1987
David C. Wagner’s Masters Thesis - Distortion-Induced Fatigue box 136 folder 2 item 2.1 Cracking at Lateral Gusset Plate Details 1987
Peter B. Keating’s Doctoral Dissertation - High Cycle Fatigue box 136 folder 3 item 3.1 Behavior of Welded Details Under Variable Amplitude Loading 1987
Peter B. Keating’s Doctoral Dissertation - High Cycle Fatigue box 136 folder 4 item 4.1 Behavior of Welded Details Under Variable Amplitude Loading1987
Dayi Wang’s Doctoral Dissertation - Fatigue Behavior of box 136 folder 5 item 5.1 Mechanically Fastened Double Angle Shear Connections in Steel Bridges 1990
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FILE BOX 137 Title/Description Instances Robert Joseph Dexter’s Doctoral Dissertation (University of Texas box 137 folder 6 item 6.1 at Austin) - Investigation of Criteria for Ductile Fracture Under Fully-Plastic Conditions 1992
Alain Nussbaumer’s Doctoral Dissertation - Propagation of Long box 137 folder 7 item 7.1 Fatigue Cracks in Multi-Cellular Box Beams
Yi Zhou’s Doctoral Dissertation - Fatigue Strength Evaluation of box 137 folder 8 item 8.1 Riveted Bridge Members 1994
- Page 117- John W. Fisher papersSC MS 0165
Correspondence between Yi Zhou and Professors box 137 folder 8 item 8.1.1
Photographs of Testing and specimens used in tests box 137 folder 8 item 8.1.2
Jun Murakoshi - Research Report (Ministry of Construction, box 137 folder 9 item 9.1 Japan) - Potential for High Performance Steel to Plate Girder Bridge Designs under the AASHTO LRFD Bridge Design Specifications (Languages: English and Japanese)
James Peter Van Dien’s Masters Thesis - Fatigue Resistant Design box 137 folder 10 item 10.1 of Cantilevered Sign, Signal, and Luminaire Support Structures 1995
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FILE BOX 138 Title/Description Instances Peter G. Lugger’s Masters Thesis - Closed Rib Steel Orthotropic box 138 folder 11 item 11.1 Bridge Decks - A Laboratory Study 1995
Robert J. Connor’s Masters Thesis - Fatigue Criteria for Modular box 138 folder 12 item 12.1 Bridge Expansion Joints 1996
William J. Bocchieri’s Masters Thesis - A Laboratory Fatigue box 138 folder 13 item 13.1 Study of the Williamsburg Bridge Replacement Orthotropic Deck 1998
Paul A. Tsakopoulos’s Masters Thesis - Laboratory Fatigue box 138 folder 14 item 14.1 Study of Full-Scale Close-Rib Steel Orthotropic Deck Panels for Williamsburg Bridge Rehabilitation 1999
Hiroyuki Takamori’s Doctoral Dissertation - Improving Fatigue box 138 folder 15 item 15.1 Strength of Welded Joints
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FILE BOX 139 Title/Description Instances Changshi Mao’s Doctoral Dissertation - Inelastic Cyclic Analysis box 139 folder 16 item 16.1 and Testing of Full-Scale Welded Unreinforced Flange Moment Connections 2000
Correspondence from John Fisher box 139 folder 16 item 16.1.1
Brenda M. Brownell’s Masters Thesis - Variable Amplitude box 139 folder 17 item 17.1 Resistance of Welded Stainless Steel Bulkhead Attachments
Pholdej Therdphithakvanij’s Doctoral Dissertation - Ultimate box 139 folder 1 item 1.1 Strength of AL-6XN Stainless Steel Plates and Box Columns under Axial Compression and Shear Loads 2005
- Page 118- John W. Fisher papersSC MS 0165
WanChun Jen’s Doctoral Dissertation - Strength of Steel box 139 folder 2 item 2.1 Orthotropic Deck with Trapezoidal Shaped Longitudinal Stiffeners 2006
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FILE BOX 140 Title/Description Instances Duncan Paterson’s Doctoral Dissertation - Panting Fatigue of box 140 folder 3 item 3.1 AL-6XN Stainless Steel Box Girders 2004
Xiaofeng Zhang’s Doctoral Dissertation - Seismic Performance of box 140 folder 4 item 4.1 Wide Flange Beam to Deep-Column Moment Connections 2004
Hassan H. Abbas’s Doctoral Dissertation - Analysis and Design box 140 folder 5 item 5.1 of Corrugated Web I-Girders for Bridges Using High Performance Steel 2003
Sougata Roy’s Doctoral Dissertation - Experimental and box 140 folder 6 item 6.1 Analytical Evaluation of Enhancement in Fatigue Resistance of Welded Details Subjected to Post-Weld Ultrasonic Impact Treatment 2006
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FILE BOX 141 Title/Description Instances Robert J. Connor’s Doctoral Dissertation - A Comparison of the box 141 folder 7 item 7.1 In-Service Response of an Orthotropic Steel Deck with Laboratory Studies and Design Assumptions 2002
William J. Wright’s Doctoral Dissertation - Fracture Initiation box 141 folder 8 item 8.1 Resistance of I-Girders Fabricated from High Performance Steels 2003
Fisher box 63 starts box 141 folder Box 63 item Box 63
400,000 Fatigue Loading Cycle Claim - Contract No. AUI-1059 - box 141 folder 1 item 1.1 10/13/1995
Ground Terminal Engineering Department Technical Memo - box 141 folder 2 item 2.1 NRAO 100m GBT - 10/8/1993
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FILE BOX 142 Title/Description Instances
- Page 119- John W. Fisher papersSC MS 0165
Ground Terminal Engineering Department Technical Memo (with box 142 folder 3 item 3.1 notes and highlighting) - NRAO 100m GBT - 10/8/1993
400,000 Fatigue Loading Cycle Claim (with notes) - Contract No. box 142 folder 4 item 4.1 AUI-1059 - 10/13/1995
Request for Proposals: The Green Bank Telescope box 142 folder 5 item 5.1
Request for Proposals: Design, Manufacture, Erection and Test of box 142 folder 6 item 6.1 10 Radio Telescope Antennas
Ground Terminal Engineering Department Technical Memo Draft box 142 folder 7 item 7.1 - NRAO 100m GBT
Product Design Department Technical Memo (with notes) - box 142 folder 7 item 7.2 NRAO 100m GBT
Analysis and Testing Reports 1993 - 1994 box 142 file Folder 8
Tech Report 58 box 142 folder 8 item 8.1
Dynamic Load Fatigue Testing of Transverse Groove Weld with box 142 folder 8 item 8.2 Backing Bar
Cast Joint Details box 142 folder 8 item 8.3
GBT Reflector Structure Joint Analysis box 142 folder 8 item 8.4
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FILE BOX 143 Title/Description Instances Peter Keating’s Papers box 143 file Folder 9
Technical Reports and Papers box 143 folder 9 item 9.1
Correspondence box 143 folder 9 item 9.2
Testing Reports and Papers box 143 file Folder 10
National Radio Astronomy Observatory 1997 Statistics box 143 folder 10 item 10.1
Elevation Axis Tie Beam box 143 folder 10 item 10.2
Finite Element Analysis Papers box 143 folder 10 item 10.3
Rehabilitation of the DSN 70-meter Antennas box 143 file Folder 11
Correspondence and Reports box 143 folder 11 item 11.1
Blueprints and Plans box 143 folder 11 item 11.2
Deposition Transcript of Karl H. Frank box 143 file Folder 12
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- Page 120- John W. Fisher papersSC MS 0165
FILE BOX 144 Title/Description Instances Deposition Documents for John Fisher and Karl H. Frank box 144 file Folder 13
NRAO Change Order No. 2 - AUI-1059 box 144 file Folder 14
NRAO Change Order No. 6 - AUI-1059 box 144 file Folder 15
Peter Keating’s Papers box 144 file Folder 16
Testing Reports box 144 folder 16 item 16.1
Design Drawings box 144 folder 16 item 16.2
Correspondence box 144 folder 16 item 16.3
Relative Articles box 144 file Folder 17
John Fisher’s Note’s, Calculations, and Correspondence in the box 144 file Folder 18 early stages of the case
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FILE BOX 145 Title/Description Instances Report of the Technical Assessment Panel of the Collapse of the box 145 file Folder 19 300 foot Radio Telescope
John Fisher’s Notes and Calculations box 145 file Folder 20
Technical Blueprints and designs for the radio telescope box 145 file Folder 21
Photographs box 145 file Folder 22
Fisher box 64 starts box 145 folder Box 64 item Box 64
I77 New River Bridge, Va. box 145 file Folder 1
Inspection Reports box 145 folder 1 item 1.1
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FILE BOX 146 Title/Description Instances Correspondence, Notes, and Photos box 146 folder 1 item 1.2
Photo CD (in CD collection box) box 146 folder 1 item 1.3
Rio-Niteroi 1993 Repair and Retrofit box 146 file Folder 2
Correspondence, Calculations, and Notes box 146 folder 2 item 2.1
- Page 121- John W. Fisher papersSC MS 0165
Costa E Silva Bridge box 146 file Folder 3
A Study of the President Costa E Silva Bridge During box 146 folder 3 item 3.1 Construction and Service (Steel Structure)
A Study of the President Costa E Silva Bridge During box 146 folder 3 item 3.2 Construction and Service (Steel Structure) (Copy)
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FILE BOX 147 Title/Description Instances South Bridge #17 box 147 file Folder 4
Retrofit Reports and Testing Data box 147 folder 4 item 4.1
Report and Testing Notes box 147 folder 4 item 4.2
Photographs of bridge members, failure zones, and testing guages box 147 folder 4 item 4.3
I695 I83 Interchange Ramp box 147 file Folder 5
Testing Reports\ box 147 folder 5 item 5.1
Correspondence and testing notes box 147 folder 5 item 5.2
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FILE BOX 148 Title/Description Instances Structural Analysis Drawings and Notes box 148 folder 5 item 5.3
Photos of bridge members and failure locations box 148 folder 5 item 5.4
Fisher box 67 starts box 148 folder Box 67 item Box 67
Project 334 Test Data box 148 file Folder 1
Specimen and testing diagrams box 148 folder item Specimen Specimen and testing and testing diagrams diagrams
Numerical and Graphical Results box 148 folder item Numerical Numerical and and Graphical Graphical Results Results
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- Page 122- John W. Fisher papersSC MS 0165
FILE BOX 149 Title/Description Instances Karl Frank and John Fisher, “Analysis of Error in Determining box 149 folder 2 item 2 Fatigue Crack Growth Rates” 1971
John Fisher, Ben Yen, Nicholas Marchica, “Fatigue Damage in the box 149 folder 3 item 3 Lehigh Canal Bridge”
David Klingerman and John Fisher, “Threshold Crack Growth in box 149 folder 4 item 4 A36 Steel” 1973
J. Hartley Daniels and John Fisher, “High Cycle Fatigue of box 149 folder 5 item 5 Welded Bridge Details: Field Evaluation of Tie Plate Geometry”
Dennis R. Mertz and J. Hartley Daniels, “High Cycle Fatigue of box 149 folder 6 item 6 Welded Bridge Details: Comparison of Measured and Theoretical Forces in Lateral Bracing Members”
Stress Distribution in a Curved Plate Girder Bridge.” box 149 folder 7 item 7. J. Hartley Daniels, John M. Talhelm, Ben Yen, “High Cycle Fatigue of Welded Bridge Details
Gerald Inukia, Ben Yen, John Fisher, “High Cycle Fatigue of box 149 folder 8 item 8 Welded Bridge Details: Stress History of a Curved Box Bridge
Robert Slockbower, John Fisher, “High Cycle Fatigue of Welded box 149 folder 9 item 9. Bridge Details: Fatigue Resistance of Full Scale Cover-Plated Beams.”
Pennsylvania Department of Transportation, Nicholas box 149 folder 10 item 10 Zettlemoyer, John Fisher, “The Prediction of Fatigue Strength of Welded Details”
Hans Hausammann, Richard Roberts, George R. Irwin, and box 149 folder 11 item 11 John W. Fisher, “High Cycle Fatigue of Welded Bridge Details: Fracture Resistance of Fatigue Cracked Welded Details”
Hugh M. Woodward and John Fisher; “High Cycle Fatigue of box 149 folder 12 item 12 Welded Bridge Details: Predictions of Fatigue Failure in Steel Bridges”
John Fisher, James R. Bellenoit, J. Hartley Daniels, Ben T, Yen; box 149 folder 13 item 13 “High Cycle Fatigue Behavior of Steel Bridges - A Final Report”
John Fisher, James R. Bellenoit, J. Hartley Daniels, Ben T, box 149 folder 14 item 14 Yen; “High Cycle Fatigue Behavior of Steel Bridges - A Final Report” (Copy)
John Fisher, “Inspecting Steel Bridges for Fatigue Failure” 1981 box 149 folder 15 item 15
- Page 123- John W. Fisher papersSC MS 0165
Pennsylvania Department of Transportation; John Fisher, Ti box 149 folder 16 item 16 Huang, Roger G. Slutter, Clarence Au-Young; “Static and Dynamic Test of Beams from the Conneaut Swamp Bridge”
Steve R. Paterson, Alan W. Pense, John W. Fisher; “Study of box 149 folder 17 item 17 Electrogas Welds in Kittanning Bridge: An Assessment of the Kittanning Bridge Electrogas Welds.
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FILE BOX 150 Title/Description Instances John Fisher’s Lecture Notes: “Plastic Design of Multi-Story box 150 folder 18 item 18 Frames Vol. 1” 1965
John Fisher’s Lecture Notes: “Plastic Design of Multi-Story box 150 folder 19 item 19 Frames Vol. 1” 1965 (Some handwritten notes in book)
John Fisher’s Lecture Notes: “Plastic Design of Multi-Story box 150 folder 20 item 20 Frames Vol. 2” 1965
B.P. Parikh, J. Hartley Daniels, Le-Wu Lu; “Plastic Design of box 150 folder 21 item 21 Multi-Story Frames: Design Aids” 1965 (Landscape Version)
B.P. Parikh, J. Hartley Daniels, Le-Wu Lu; “Plastic Design of box 150 folder 21 item 21 Multi-Story Frames: Design Aids” 1965 (Letter Version)
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FILE BOX 151 Title/Description Instances Collection of Papers and Talks from an unknown engineering box 151 folder 22 item 22 meeting
Fisher box 69 starts box 151 folder Box 69 item Box 69
Project 385: Photos of Details box 151 file Folder 1
Photographs of beam specimens box 151 folder item Photographs Photographs of beam of beam specimens specimens
Project Photographs: Project #271, Book #1 box 151 folder 2 item 2
Photographs of testing equipment, specimens before and after box 151 folder item failure, and on site photos Photographs Photographs of testing of testing equipment, equipment, specimens specimens before and before and after failure, after failure, - Page 124- John W. Fisher papersSC MS 0165
and on site and on site photos photos
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FILE BOX 152 Title/Description Instances Project Photographs: Project #271, Book #2 box 152 folder 3 item 3
Photographs of Testing equipment, meetings, and specimens box 152 folder item before and after testing Photographs Photographs of Testing of Testing equipment, equipment, meetings, and meetings, and specimens specimens before and before and after testing after testing
Photograph Book: Project 288 - X Files box 152 folder 4 item 4
Shear, Compression, and Tension Testing specimens before and box 152 folder Shear, item Shear, after failure Compression, Compression, and Tension and Tension Testing Testing specimens specimens before and before and after failure after failure
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FILE BOX 153 Title/Description Instances Project 271 Slides box 153 folder 5 item 5
Slides of testing equipment, specimen failures, and results box 153 folder Slides item Slides of testing of testing equipment, equipment, specimen specimen failures, and failures, and results results
Photograph Index: Project 317 box 153 folder 6 item 6
Photographs of specimen failures and testing equipment (Fritz box 153 folder item Testing Machine) Photographs Photographs of specimen of specimen failures failures and testing and testing equipment equipment
- Page 125- John W. Fisher papersSC MS 0165
(Fritz Testing (Fritz Testing Machine) Machine)
Geoffrey L. Kulak, “Large Bolted Connections, Project Summary box 153 folder 7 item 7 Report” 1967
James H. Lee, “Large Bolted Connections, Project Summary box 153 folder 8 item 8 Report” 1968
Projects 317 and 318 Photographs box 153 folder 9 item 9
Photographs of testing equipment and setup, gauge arrangement, box 153 folder item specimen failure Photographs Photographs of testing of testing equipment equipment and setup, and setup, gauge gauge arrangement, arrangement, specimen specimen failure failure
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FILE BOX 154 Title/Description Instances Project 288 Slides box 154 folder 10 item 10
Slides of testing specimens, gauges used, failure of specimens, box 154 folder Slides item Slides and results of testing of testing specimens, specimens, gauges used, gauges used, failure of failure of specimens, specimens, and results and results
Projects 317 318 Slides box 154 folder 11 item 11
Slides of testing specimens, failure of specimens, and results box 154 folder Slides item Slides of testing of testing specimens, specimens, failure of failure of specimens, specimens, and results and results
Fisher box 74 starts box 154 folder Box 74 item Box 74
Jumbo Sections: Misc. Inquiries box 154 file Folder 1
Correspondence box 154 folder item Correspondence Correspondence
Notes box 154 folder Notes item Notes
“Cracking and Toughness Problems in Jumbo Rolled Sections: Occurence and Avoidance
- Page 126- John W. Fisher papersSC MS 0165
box 154 folder item ATLSS ATLSS Report No. Report No 88-03
Jumbo Sections: AISC - Berkely box 154 file Folder 2
Correspondence box 154 folder item Correspondence Correspondence
Draft Report for Flexural Behavior of Splices for A.I.S.C. Group box 154 folder Draft item Draft 4 and 5 Steel Sections Using Full and Partial Penetration Butt Report for Report for Welds Flexural Flexural Behavior of Behavior Splices for A of Splices for A.I.S.C. Group 4 and 5 Steel Sections Using Full
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FILE BOX 155 Title/Description Instances Stanley Goldstein Cable Stayed Bridge box 155 file Folder 3
Testing data, design plans, meeting minutes box 155 folder item Testing Testing data, data, design design plans, plans, meeting meeting minutes minutes
Trade ARBED - AWI box 155 file Folder 4
“Evaluation of Mechanical Properties of Welded TMCP Jumbo box 155 folder item Sections, AWI 9126” “Evaluation “Evaluation of of Mechanical Mechanical Properties Properties of Welded of Welded TMCP TMCP Jumbo Jumbo Sections, Sections, AWI 9126” AWI 9126”
ASTM A572 Grade 50 Fritenar Base Material Properties: Butt- box 155 folder item “Jumbo Welding” “Jumbo Shapes Shapes
Neal Moreton Jumbo Col. box 155 file Folder 5
Washington State Convention and Trade Center box 155 file Folder 6
Blueprints of bracing in the convention and trade center box 155 folder item (separated from main collection) Blueprints of Blueprints of bracing in the bracing in the - Page 127- John W. Fisher papersSC MS 0165
convention convention and trade and trade center center (separated (separated from main from main collection) collection)
Notes box 155 folder Notes item Notes
Correspondence box 155 folder item Correspondence Correspondence
Articles box 155 folder item Articles Articles
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FILE BOX 156 Title/Description Instances Minneapolis Convention Center box 156 file Folder 7
Correspondence box 156 folder item Correspondence Correspondence
Fabrication Notes box 156 folder item Fabrication Fabrication Notes Notes
Examination Results box 156 folder item Examination Examination Results Results
DFW Contract 9001293 American Airlines Hangar Expansion box 156 folder 8 item 8 Truss T-100 Remedial Action Review Meeting, May 20, 1988
Bechtel DFW-AA box 156 file Folder 9
Meeting Minutes box 156 folder item Meeting Meeting Minutes Minutes
Correspondence box 156 folder item Correspondence Correspondence
Notes box 156 folder Notes item Notes
Photographs from work site box 156 folder item Photographs Photographs from work from work site site
Frankfurt box 156 file Folder 10
American Airlines hangar maintenance report box 156 folder item American American Airlines Airlines hangar hangar - Page 128- John W. Fisher papersSC MS 0165
maintenance maintenance report report
Correspondence between Fisher and William Frankfurt box 156 folder item Correspondence Correspondence between between Fisher and Fisher and William William Frankfurt Frankfurt
Evaluation of a Fractured Weldment and Fabrication Techniques box 156 folder item on the T-100 Truss Fabricated for the American Airlines Southwestern Southwestern Maintenance Hangar Laboratories Laboratories
Frankfurt, Short, and Bruza, Dallas American Airline Trusses box 156 file Folder 11
Design drawings and data box 156 folder Design item Design drawings and drawings and data data
Evaluation of Truss Cracking reports box 156 folder item Evaluation Evaluation of Truss of Truss Cracking Cracking reports reports
Photographs of Truss Elements on site box 156 folder item Photographs Photographs of Truss of Truss Elements on Elements on site site
Jumbo Col. - Southwestern Bell - Int. Steel box 156 file Folder 12
Fritz Engineering Laboratory Report No. 200.72.13.4 box 156 folder Test of item Test of Jumbo Shape Jumbo Shape with Surface with Surface Seams Seams
Correspondence box 156 folder item Correspondence Correspondence
Column Cracking Data box 156 folder item Column Column Cracking Cracking Data Data
Austentite grain size photographs box 156 folder item Austentite Austentite grain size grain size photographs photographs
Photographs of Cracks on surface of column box 156 folder item Photographs Photographs of Cracks on of Cracks on surface of surface of column column
Repair Procedure Reports
- Page 129- John W. Fisher papersSC MS 0165
box 156 folder Repair item Repair Procedure Procedure Reports Reports
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FILE BOX 157 Title/Description Instances Jumbo Sections, Portland, Oregon box 157 file Folder 13 Item 1
U.S, Bancorp Office Building column crack box 157 folder 13 Item 2
Microstructure photographs box 157 folder 13 item 3
Correspondence box 157 folder 13 item 4
Calculations and Repair Reports box 157 folder 13 item 5
U.S. Bancorp Building blueprints and designs (Separated into box 157 folder 14 item 1 oversized collection)
Rockefeller Faculty Housing box 157 folder 15 Item 1
Correspondence box 157 folder 15 item 2
Notes box 157 folder 15 item 3
Summary Report and Evaluation of the Rockefeller University box 157 folder 15 item 4 Faculty Housing Trusses
Bethlehem Steel Report of Mechanical and Chemical Tests box 157 folder 15 item 5
Splice Details box 157 folder 16 item 1
Correspondence box 157 folder 16 item 2
Articles box 157 folder 16 item 3
Truss Design Notes and Documentation box 157 folder 16 item 4
Test Results on Rockefeller Faculty Housing Trusses box 157 folder 17 item 1
Test Result Documents box 157 folder 17 item 2
Handwritten Notes box 157 folder 17 item 3
Stanley Goldstein Rockefeller University Scholars Res. box 157 folder 18 item 1
Truss Element Photographs box 157 folder 18 item 2
Correspondence box 157 folder 18 item 3
Testing Descriptions box 157 folder 18 item 4
Rockefeller University Photographs box 157 Folder 19 item 1
Metal Microstructure Photos box 157 folder 19 item 2
Truss Elements and Building Photographs - Page 130- John W. Fisher papersSC MS 0165
box 157 folder 19 item 3
^ Return to Table of Contents
FILE BOX 158 Title/Description Instances Retrofit Design of Orlando/Orange County Civic Center box 158 folder 20 Item 1
Testing Reports box 158 folder 20 item 2
Microstructure Photographs box 158 folder 20 item 3
Detailed design notes box 158 folder 20 item 4
Orange County Civic Center Inspection box 158 folder 21 Item 1
Visual, Magnetic Particle, and Penetrant Inspection Test Reports box 158 folder 21 item 2
Orange County Civic Center box 158 folder 22 item 1
Microstructure Photographs box 158 folder 22 item 2
An Evaluation of the Failure that Occured in the Tension Chord of box 158 folder 22 item 3 Truss T7 Orange County Civic Center by John Fisher and Alan W. Pense
Orange County Final Report box 158 folder 23 item 1
Correspondence box 158 folder 23 item 2
Final Evaluation report along with appendices box 158 folder 23 item 3
Projects 271, 288, 317,318,340 Book box 158 folder 1 item 1
Correspondence box 158 folder 1 item 2
Meeting Minutes box 158 folder 1 item 3
Research Proposal box 158 folder 1 item 4
Testing Results box 158 folder 1 item 5
Lehigh Canal Bridge Tie Plate Testing box 158 folder 2 item 1
Design Details box 158 folder 2 item 2
Testing Log, Documentation, and Analysis box 158 folder 2 item 3
^ Return to Table of Contents
FILE BOX 159 Title/Description Instances Project 463 Photo-Book box 159 folder 3 item 1
- Page 131- John W. Fisher papersSC MS 0165
Test Results box 159 folder 3 item 2
Welded Specimens box 159 folder 3 item 3
Yellow Mill Pond Photo-Book box 159 folder 4 item 1
On-site Inspection Photographs box 159 folder 4 item 2
Testing Photographs box 159 folder 4 item 3
Project 358 box 159 folder 5 item 1
Experiment Design box 159 folder 5 item 2
Pilot Studies box 159 folder 5 item 3
Fabrication box 159 folder 5 item 4
Testing Results box 159 folder 5 item 5
Work Orders and Drawings box 159 folder 5 item 6
Microstructure Photographs box 159 folder 5 item 7
^ Return to Table of Contents
FILE BOX 160 Title/Description Instances Steel Bridge Members Under Variable Amplitude Long Life box 160 folder 6 item 1 Loading
Final Report box 160 folder 6 item 2
Photographs box 160 folder 6 item 3
Correspondence box 160 folder 6 item 4
Project 417 Photographs box 160 folder 7 item 1
Testing Set-Up box 160 folder 7 item 2
Specimen and Weld Photos box 160 folder 7 item 3
Fracture Surfaces box 160 folder 7 item 4
Project 340B - Shingle Joints Slides and Pictures box 160 folder 8 item 1
Testing Set Up box 160 folder 8 item 2
Specimen Photos box 160 folder 8 item 3
Fracture and Failure Photos box 160 folder 8 item 4
Testing Results box 160 folder 8 item 5
Project 317 Slides box 160 folder 9 item 1
Testing Set Up box 160 folder 9 item 2
- Page 132- John W. Fisher papersSC MS 0165
Specimen Slides box 160 folder 9 item 3
Result Slides box 160 folder 9 item 4
^ Return to Table of Contents
FILE BOX 161 Title/Description Instances Project 340 Slides and Photos box 161 folder 10 item 1
Site Photo Slides box 161 folder 10 item 2
Testing Results box 161 folder 10 item 3
Test Set Up box 161 folder 10 item 4
Specimen Slides box 161 folder 10 item 5
Project 340 Reports box 161 folder 11 item 1
Simulated Bridge Joints Report box 161 folder 11 item 2
Partition of Load in Single Joints box 161 folder 11 item 3
Final Summary Report box 161 folder 11 item 4
Photographs box 161 folder 11 item 5
Project 340 Joint Slides box 161 folder 12 item 1
Joint Specimen Slides box 161 folder 12 item 2
Testing Set Up box 161 folder 12 item 3
Blue Ribbon Panel FHWA box 161 folder 1 item 1
Recommendations for Bridge and Tunnel Security box 161 folder 1 item 2
Drafts of presentations and slide shows box 161 folder 1 item 3
Correspondence box 161 folder 1 item 4
Letter of Gratitude to Fisher from the FHWA box 161 folder 2 item 1
Blue Ribbon Panel FHWA box 161 folder 3 item 1
Panel Attendees List box 161 folder 3 item 2
Recommendations for Discussion box 161 folder 3 item 3
Photographs from Event box 161 folder 3 item 4
BRP on Bridge and Tunnel Security box 161 folder 4 item 1
Draft Reports box 161 folder 4 item 2
Travel Information box 161 folder 4 item 3
Slide Show Copies box 161 folder 4 item 4 - Page 133- John W. Fisher papersSC MS 0165
Handouts box 161 folder 4 item 5
^ Return to Table of Contents
FILE BOX 162 Title/Description Instances Blue Ribbon Panel Reports box 162 folder 5 item 1
Recommendations for Bridge and Tunnel Security box 162 folder 5 item 2
Design of Bridges for Security (TxDOT) box 162 folder 5 item 3
Blue Ribbon Panel Reports box 162 folder 6 item 1
A Guide to Highway Vulnerability Assessment box 162 folder 6 item 2
Critical Mobility Asset Protection Program box 162 folder 6 item 3
Deterrence, Protection, and Preparation box 162 folder 6 item 4
Brooklyn Hall of Justice Canopy Support box 162 folder 7 item 1
Handwritten Notes box 162 folder 7 item 2
Correspondence box 162 folder 7 item 3
Testing Results box 162 folder 7 item 4
Bronx Criminal Courthouse Complex Canopy Support Papers box 162 folder 8 item 1
Correspondence box 162 folder 8 item 2
Testing Results box 162 folder 8 item 3
Bronx Criminal Courthouse Complex Canopy Support Papers box 162 folder 9 item 1
Reports of violations box 162 folder 9 item 2
Testing Results and Calculations box 162 folder 9 item 3
^ Return to Table of Contents
FILE BOX 163 Title/Description Instances Liebherr Tower Crane Collapse Court Reports box 163 folder 10 item 1
Liebherr Tower Crane Collapse Court Reports box 163 folder 11 item 1
Bellevue Washington Crane Failure 950-5 box 163 folder 12 item 1
Correspondence box 163 folder 12 item 2
Notes box 163 folder 12 item 3
- Page 134- John W. Fisher papersSC MS 0165
Examination and Testing Results box 163 folder 12 item 4
Photographs box 163 folder 12 item 5
Articles box 163 folder 12 item 6
Crane Tower 333 Collapse box 163 folder 13 item 1
Photographs of Specimens box 163 folder 13 item 2
Bellevue Crane Samples CD (Separated into CD collection) box 163 folder 14 item 1
Bellevue Crane Failure Report 2008 box 163 folder 15 item 1
Articles box 163 folder 15 item 2
Correspondence box 163 folder 15 item 3
Court Papers box 163 folder 15 item 4
Notes box 163 folder 15 item 5
^ Return to Table of Contents
FILE BOX 164 Title/Description Instances Report on Tower Crane 333 box 164 folder 16 item 1
Final Report box 164 folder 16 item 2
Correspondence box 164 folder 16 item 3
Bellevue, Washington Crane Collapse Documents box 164 folder 17 item 1
Final Report box 164 folder 17 item 2
Transcripts of Court Proceedings box 164 folder 17 item 3
Bellevue, Washington Crane Collapse Documents box 164 folder 18 item 1
Final Report box 164 folder 18 item 2
Transcripts of Court Proceedings box 164 folder 18 item 3
Correspondence box 164 folder 18 item 4
Testing Results box 164 folder 18 item 5
Bellevue, Washington Crane Collapse Documents box 164 folder 19 item 1
Transcripts of Court Proceedings box 164 folder 19 item 2
Correspondence box 164 folder 19 item 3
Testing Results box 164 folder 19 item 4
Bellevue, Washington Crane Collapse Documents box 164 folder 20 item 1
Transcripts of Court Proceedings box 164 folder 20 item 2 - Page 135- John W. Fisher papersSC MS 0165
Correspondence box 164 folder 20 item 3
Testing Results box 164 folder 20 item 4
^ Return to Table of Contents
FILE BOX 165 Title/Description Instances Bellevue, Washington Crane Collapse Documents box 165 folder 21 item 1
Investigation Reports box 165 folder 21 item 2
Elevated Lines Structural Survey (NYC Transit Authority, 1975) box 165 folder 1 item 1
Elevated Lines Structural Survey Phase II Report (NYC Transit box 165 folder 2 item 1 Authority, 1978)
AREA - Committee 15 - Frequency of Loadings - File(?) on box 165 folder 3 item 1 Various Roads
Testing Results box 165 folder 3 item 2
Correspondence box 165 folder 3 item 3
1975 AREA Fatigue Spec. box 165 folder 4 item 1
Correspondence box 165 folder 4 item 2
Testing Reports box 165 folder 4 item 3
^ Return to Table of Contents
FILE BOX 166 Title/Description Instances Estimated Fatigue Damage Vol. 1 - Assiniboine River Bridge - box 166 File 5 item 1 Manitoba, Canada (1980)
Estimated Fatigue Damage Vol. 2 - Assiniboine River Bridge - box 166 folder 6 item 1 Manitoba, Canada (1980)
American Railway Engineering Association Committee 15 box 166 folder 7 item 1 Meeting 1995
Meeting Minutes box 166 folder 7 item 2
Correspondence box 166 folder 7 item 3
Ballotts box 166 folder 7 item 4
CN Rail 1980 Information box 166 folder 8 item 1
Traffic Density box 166 folder 8 item 2
- Page 136- John W. Fisher papersSC MS 0165
Fatigue box 166 folder 8 item 3
^ Return to Table of Contents
FILE BOX 167 Title/Description Instances American Railway Engineering Association Committee 15 box 167 folder 9 item 1 Meeting 1994
Meeting Minutes box 167 folder 9 item 2
Correspondence box 167 folder 9 item 3
Presentations box 167 folder 9 item 4
Ballots box 167 folder 9 item 5
American Railway Engineering Association Committee 15 box 167 folder 10 item 1 Meeting 1994 - Metrication
Subcommittee List box 167 folder 10 item 2
Meeting Minutes box 167 folder 10 item 3
Discussions box 167 folder 10 item 4
Calculation box 167 folder 10 item 5
American Railway Engineering Association Committee 15 box 167 folder 11 item 1 Meeting 1993
Meeting Minutes box 167 folder 11 item 2
Correspondence box 167 folder 11 item 3
Ballots box 167 folder 11 item 4
American Railway Engineering Association Committee 15 box 167 folder 12 item 1 Meeting 1991-92
Meeting Minutes box 167 folder 12 item 2
Correspondence box 167 folder 12 item 3
Ballots box 167 folder 12 item 4
American Railway Engineering Association Committee 15 box 167 folder 13 item 1 Meeting 1990
Organization Chart box 167 folder 13 item 2
Meeting Minutes box 167 folder 13 item 3
Steel, Concrete, and Composite Bridges box 167 folder 13 item 4
^ Return to Table of Contents
- Page 137- John W. Fisher papersSC MS 0165
FILE BOX 168 Title/Description Instances American Railway Engineering Association Committee 15 box 168 folder 14 item 1 Meeting 1988-89
Meeting Minutes box 168 folder 14 item 2
Railway Truss Rating Program box 168 folder 14 item 3
American Railway Engineering Association Committee 15 box 168 folder 15 item 1 Meeting 1987
Meeting Minutes box 168 folder 15 item 2
American Railway Engineering Association Committee 15 box 168 folder 16 item 1 Meeting 1986
Meeting Minutes box 168 folder 16 item 2
Summary of Bridge Testing Capabilities at the Transportation Test box 168 folder 16 item 3 Center
American Railway Engineering Association Committee 15 box 168 folder 17 item 1 Meeting 1985
Organization Chart box 168 folder 17 item 2
Meeting Minutes box 168 folder 17 item 3
Fire Damage Sub-committee box 168 folder 17 item 4
Ballots box 168 folder 17 item 5
Rules Governing the Loading of Steel Products Including Pipe on box 168 folder 17 item 6 Open Top Cars
American Railway Engineering Association Committee 15 box 168 folder 18 item 1 Meeting 1993 - Rating (1978-88)
Organization Chart box 168 folder 18 item 2
Effect on Ratings box 168 folder 18 item 3
American Railway Engineering Association Committee 15 box 168 folder 19 item 1 Meeting 1983-84
Meeting Minutes box 168 folder 19 item 2
Fire Damage Sub-committee box 168 folder 19 item 3
Ballots box 168 folder 19 item 4
Guidelines for Evaluating Fire Damaged Steel Railway Bridges box 168 folder 19 item 5
Correspondence box 168 folder 19 item 6
American Railway Engineering Association Committee 15 box 168 folder 20 item 1 Meeting 1981-82
Meeting Minutes box 168 folder 20 item 2
- Page 138- John W. Fisher papersSC MS 0165
Correspondence box 168 folder 20 item 3
Proposed Additions to Chapter 15 for Fracture Critical Members box 168 folder 20 item 4
Final Figures DOT (Out) - 483-3(84) - Ivy French Broad River box 168 folder 1 item 1 Crossing
Test Results on beams box 168 folder 1 item 2
Figures from Bridge design box 168 folder 1 item 3
Project 483 Logbook box 168 folder 2 item 1
Handwritten test results and calculations box 168 folder 2 item 2
^ Return to Table of Contents
FILE BOX 169 Title/Description Instances Hannibal MO, Mississippi River box 169 folder 3 item 1
Wabash Bridge box 169 folder 3 item 2
Visual Investigation Photographs box 169 folder 3 item 3
Test Specimen Photographs box 169 folder 3 item 4
Norfolk Western, Hannibal, Missouri (1983) box 169 folder 4 item 1
Project 484 box 169 folder 4 item 2
An Assessment of Fatigue Damage in the Norfolk and Western box 169 folder 4 item 3 Railway Bridge 651 at Hannibal, Missouri
Project 499 - NCARP 302 box 169 folder 5 item 1
Testing Notes box 169 folder 5 item 2
Results box 169 folder 5 item 3
Experiment Design box 169 folder 5 item 4
Project 499 - NCARP 302 box 169 folder 6 item 1
Test Specimen Photographs box 169 folder 6 item 2
^ Return to Table of Contents
FILE BOX 170 Title/Description Instances Project 499 - NCARP 302 box 170 folder 7 item 1
Test Specimen Slides box 170 folder 7 item 2
- Page 139- John W. Fisher papersSC MS 0165
Figures for Final Report box 170 folder 7 item 3
Lehigh Canal - Phase I box 170 folder 8 item 1
Investigation and recommendations on cracking in canal box 170 folder 8 item 2
Testing Data box 170 folder 8 item 3
Lehigh Canal - Phase II box 170 folder 9 item 1
Photographs of Cracks box 170 folder 9 item 2
Trial Retrofit Study Results box 170 folder 9 item 3
Retrofit Design box 170 folder 9 item 4
Handwritten Notes box 170 folder 9 item 5
Project 950 Photographs box 170 folder 10 item 1
On Site Specimen Inspection and Testing set up box 170 folder 10 item 2
^ Return to Table of Contents
FILE BOX 171 Processing Information: Processing Information
Box 172
Title/Description Instances Restoration of I93 Viaduct - Boston-Somerville (MassDOT) box 171 folder 11 item 1
Observations and Evaluation of Cracks box 171 folder 11 item 2
Correspondence box 171 folder 11 item 3
Notes box 171 folder 11 item 4
I93 Boston (1987) box 171 folder 12 item 1
Inspection Observations box 171 folder 12 item 2
Experiment Set up box 171 folder 12 item 3
I93 Boston (1988) box 171 folder 13 item 1
Final Report of Experimental Studies box 171 folder 13 item 2
Repair and Retrofit box 171 folder 13 item 3
I93 Field Study March 1990 box 171 folder 14 item 1
Photographs of on Site tests box 171 folder 14 item 2
Reports of experimental observations box 171 folder 14 item 3
Notes box 171 folder 14 item 4
- Page 140- John W. Fisher papersSC MS 0165
I93 (1992) box 171 folder 15 item 1
Correspondence box 171 folder 15 item 2
Repair Recommendations box 171 folder 15 item 3
FST/TYLI 1994-95 box 171 folder 16 item 1
Correspondence box 171 folder 16 item 2
Plan Drawings box 171 folder 16 item 3
Blueprints (Separated into oversized collection) box 171 folder 16 item 4
Airport Busway - Michael Baker box 171 folder 17 item 1
Plan Drawings (Separated into Oversized Collection) box 171 folder 17 item 2
Correspondence box 171 folder 17 item 3
Notes and Calculations box 171 folder 17 item 4
Maysville Bridge box 171 folder 18 item 1
Correspondence box 171 folder 18 item 2
Design Recommendations box 171 folder 18 item 3
Maysville Bridge box 171 folder 19 item 1
Cable Connection Investigation box 171 folder 19 item 2
Preliminary Plan Drawings (Separated into Oversized Collection) box 171 folder 19 item 3
WJE Cofferdam box 171 folder 1 item 1
Notes and Calculations box 171 folder 1 item 2
Lecture Transcript box 171 folder 1 item 3
Report on Sheet-Piling Failure and other considerations at Stage II box 171 folder 1 item 4 Cofferdam Lock and Dam 26
Shell Tension Leg Test Program box 171 folder 2 item 1
Correspondence box 171 folder 2 item 2
Research Proposal box 171 folder 2 item 3
Testing Results box 171 folder 2 item 4
Shoharie Creek Slides box 171 folder 3 file 1
^ Return to Table of Contents
FILE BOX 172 Title/Description Instances The Collapse of the Schoharie Creek Bridge: New York State’s box 172 folder 4 item 1 Inadequate Bridge Inspection Program - Page 141- John W. Fisher papersSC MS 0165
Final Report: Collapse of the Thruway Bridge at Schoharie Creek box 172 folder 5 item 1 (1987)
Schoharie Creek Bridge Collapse - I90 box 172 folder 6 item 1
On-site Photographs of bridge collapse box 172 folder 6 item 2
Schoharie Creek Bridge Collapse - I90 box 172 folder 7 item 1
On-site Photographs of bridge collapse box 172 folder 7 item 2
Hawthorne Bridge - Portland, Oregon box 172 folder 8 item 1
Correspondence box 172 folder 8 item 2
Hawthorne Bridge Investigation Engineering Report Vol. 1 box 172 folder 8 item 3
Photographs from Bridge Investigation box 172 folder 8 item 4
Hawthorne Ave. Bridge Blueprints (Separated into Oversized box 172 folder 8 item 5 Collection)
^ Return to Table of Contents
FILE BOX 173 Title/Description Instances Damper Mountings Amtrak Express Cars box 173 folder 9 item 1
Presentation box 173 folder 9 item 2
Correspondence box 173 folder 9 item 3
Damper Designs box 173 folder 9 item 4
Notes box 173 folder 9 item 5
Analysis of damper bracket welds box 173 folder 9 item 6
FEA Analysis Report: Damper Mounting Assembly for Amtrak box 173 folder 9 item 7 DA-2236
Saw Mill Run Bridge box 173 folder 10 item 1
Lehigh’s proposed budget for analysis of bridge box 173 folder 10 item 2
Correspondence box 173 folder 10 item 3
Measurements and Assessments of Stresses in Structural Members box 173 folder 11 item 1 of the Saw Mill Run Bridge, Pittsburgh, PA
Tennessee River Collapse - WTE box 173 folder 12 item 1
Test Report box 173 folder 12 item 2
Correspondence box 173 folder 12 item 3
Notes box 173 folder 12 item 4
- Page 142- John W. Fisher papersSC MS 0165
Material Test State Route 69 Bridge Report box 173 folder 12 item 5
Aircraft Carrier Alum. Elevators box 173 folder 13 item 1
Correspondence box 173 folder 13 item 2
Notes box 173 folder 13 item 3
CVN 70 Aircraft Elevator #1 Failure and Damage Assessment box 173 folder 13 item 4
Barclay Construction box 173 folder 14 item 1
Correspondence box 173 folder 14 item 2
Loading Calculations box 173 folder 14 item 3
L-C Associates Conn. DOT Sign Clip box 173 folder 15 item 1
Overhead Sign Clip Evaluation box 173 folder 15 item 2
Transmission Lines Summit Manufacturing box 173 folder 16 item 1
Pole base weldment core sample evaluation box 173 folder 16 item 2
Preliminary Investigation Report (WJE) box 173 folder 16 item 3
^ Return to Table of Contents
FILE BOX 174 Title/Description Instances Ogdensburg Bridge box 174 folder 17 item 1
Measurements and Assessment of Structural Members on the box 174 folder 17 item 2 Ogdensburg, NY - Prescott, ONT 'Bridge
Sverdrup - New Jersey Sound Barrier Bolts box 174 folder 18 item 1
Correspondence box 174 folder 18 item 2
Plan Drawings box 174 folder 18 item 3
Report on Noise Barrier Bolt Testing and Recommendation for box 174 folder 18 item 4 Revised Connection Detail
Notes box 174 folder 18 item 5
Testing Results box 174 folder 18 item 6
Preliminary Investigation of Noise Barrier Bolt Breakage box 174 folder 19 item 1
Disney Canopy box 174 folder 20 item 1
Modeling Results box 174 folder 20 item 2
WS-1 Escalator Canopies Pin Fracture and Redesign (Anaheim box 174 folder 20 item 3 CA)
Notes box 174 folder 20 item 4
- Page 143- John W. Fisher papersSC MS 0165
Correspondence box 174 folder 20 item 5
Disneyland Canopy Structures Connection Pin Fractures Report box 174 folder 20 item 6
Testing Data box 174 folder 20 item 7
Structural Drawings box 174 folder 20 item 8
^ Return to Table of Contents
FILE BOX 175 Title/Description Instances Page Communications Engineers Inc. (1972) box 175 folder 1 item 1
Steel Material Testing Results box 175 folder 1 item 2
Steel Bolts box 175 folder 1 item 3
Correspondence box 175 folder 1 item 4
T.Y. Lin: Golden Gate Bridge box 175 folder 2 item 1
Golden Gate Mass Transit Feasibility Study box 175 folder 2 item 2
Notes box 175 folder 2 item 3
Correspondence box 175 folder 2 item 4
Design Plans box 175 folder 2 item 5
Structural Investigation of the Feasibility of Implementing rail box 175 folder 3 item 1 transit on the Golden Gate Bridge Report
Safer Bridges for New York final report of the Bridge Safety box 175 folder 4 item 1 Assurance Task Force (1995)
Safer Bridges for New York: Response to Recommendations box 175 folder 5 item 1 (1995)
Matra Project: Teng Engineering box 175 folder 6 item 1
Notes box 175 folder 6 item 2
Correspondence box 175 folder 6 item 3
Gusset Plate Designs box 175 folder 6 item 4
WJE: Flagpoles box 175 folder 7 item 1
AT box 175 folder 7 item 2
Correspondence box 175 folder 7 item 3
Investigation Photographs box 175 folder 7 item 4
Testing and Fractographic results box 175 folder 7 item 5
Southwest Freeway box 175 folder 8 item 1
- Page 144- John W. Fisher papersSC MS 0165
Correspondence box 175 folder 8 item 2
Designs box 175 folder 8 item 3
Testing Results box 175 folder 8 item 4
On Site Photographs box 175 folder 8 item 5
^ Return to Table of Contents
FILE BOX 176 Title/Description Instances Colonial Iron Works: SEPTA box 176 folder 9 item 1
Girder Testing results and analysis box 176 folder 9 item 2
Correspondence box 176 folder 9 item 3
Letter of thanks from Colonial Iron Works box 176 folder 9 item 4
Aluminum Bridge Rail: Ralph Arciello Iron Works box 176 folder 10 item 1
Correspondence box 176 folder 10 item 2
Analysis box 176 folder 10 item 3
Notes box 176 folder 10 item 4
Design box 176 folder 10 item 5
Metro Fan Blades box 176 folder 11 item 1
Photographs of fan box 176 folder 11 item 2
Correspondence box 176 folder 11 item 3
Examination report box 176 folder 11 item 4
Notes box 176 folder 11 item 5
Standards on steel testing and fan testing box 176 folder 11 item 6
NEOPLAN Metroliner NIDOT box 176 folder 12 item 1
Correspondence box 176 folder 12 item 2
Plans box 176 folder 12 item 3
Metro - AMG Bus Accident box 176 folder 13 item 1
Examination of structural problems in the signs and buses box 176 folder 13 item 2
Examination Photographs box 176 folder 13 item 3
WMATA Body Rework Program Report box 176 folder 13 item 4
Metro - MAN box 176 folder 14 item 1
Bulkhead Cracking box 176 folder 14 item 2 - Page 145- John W. Fisher papersSC MS 0165
Correspondence box 176 folder 14 item 3
Notes box 176 folder 14 item 4
Design and Examination Reports box 176 folder 14 item 5
MAN Bus New Procurement box 176 folder 15 item 1
Notes box 176 folder 15 item 2
Correspondence box 176 folder 15 item 3
Analysis Report box 176 folder 15 item 4
Washington DC (WAMTA) GMC box 176 folder 16 item 1
Correspondence box 176 folder 16 item 2
Notes box 176 folder 16 item 3
Analysis box 176 folder 16 item 4
Photographs box 176 folder 16 item 5
^ Return to Table of Contents
FILE BOX 177 Title/Description Instances WMATA - Bus Industries box 177 folder 17 item 1
Correspondence box 177 folder 17 item 2
Analysis box 177 folder 17 item 3
Design Plans box 177 folder 17 item 4
Flxible Bus Damage Repair (1987) box 177 folder 18 item 1
Fatigue Evaluation of Grumman Flxible Model 870 Bus box 177 folder 18 item 2
Eagle Bus, NJ Transit box 177 folder 19 Item 1
Design Plans box 177 folder 19 item 2
Fracture Toughness Evaluation of A606 Tubing Material from box 177 folder 19 item 3 Eagle International
81-4 Flexible Buses New Jersey Transit box 177 folder 20 item 1
Correspondence box 177 folder 20 item 2
Notes box 177 folder 20 item 3
Structural and Material Analysis box 177 folder 20 item 4
^ Return to Table of Contents
- Page 146- John W. Fisher papersSC MS 0165
FILE BOX 178 Title/Description Instances FHWA Bay Bridge Pile Connection Plate Welding Investigation box 178 folder 1 item 1
Correspondence box 178 folder 1 item 2
Reports box 178 folder 1 item 3
Standards box 178 folder 1 item 4
Plans box 178 folder 1 item 5
Bay Bridge Construction with FHWA box 178 folder 2 item 1
Business Cards box 178 folder 2 item 2
Inspection Reports box 178 folder 2 item 3
Correspondence box 178 folder 2 item 4
Plate Welding Investigation Report box 178 folder 2 item 5
Bay Bridge Construction box 178 folder 3 item 1
Correspondence box 178 folder 3 item 2
Corrective Action Plans box 178 folder 3 item 3
Welding Documentation box 178 folder 3 item 4
Inspection Reports box 178 folder 3 item 5
Letters of Submittal box 178 folder 3 item 6
Miscellaneous Letters on Fatigue 1976-1995 box 178 folder 4 item 1
Correspondence box 178 folder 4 item 2
Notes box 178 folder 4 item 3
Calculations box 178 folder 4 item 4
Miscellaneous Fatigue Test Results box 178 folder 5 item 1
Newark Airport Monorail Guideway Structure box 178 folder 6 item 1
Report box 178 folder 6 item 2
Plans box 178 folder 6 item 3
^ Return to Table of Contents
FILE BOX 179 Title/Description Instances A box 179 folder 7 item 1
Surveying Results - Page 147- John W. Fisher papersSC MS 0165
box 179 folder 7 item 2
Reports box 179 folder 7 item 3
Standards box 179 folder 7 item 4
Testing Results box 179 folder 7 item 5
Testing Photographs box 179 folder 7 Item 6
Girder Investigation box 179 folder 7 Item 7
Structural Condition Assessment of AirTrain Guideway Structure box 179 folder 8 item 1 Final Report
Forth Road Bridge Cable Wires box 179 folder 9 item 1
Notes box 179 folder 9 item 2
Correspondence box 179 folder 9 item 3
Reports box 179 folder 9 item 4
Testing Results box 179 folder 9 item 5
Inspection Reports box 179 folder 9 item 6
^ Return to Table of Contents
FILE BOX 180 Title/Description Instances Central Artery Joint Vent. A box 180 folder 10 item 1
Correspondence box 180 folder 10 item 2
Test Results box 180 folder 10 item 3
Notes box 180 folder 10 item 4
Plans box 180 folder 10 item 5
WMATA Blue Line Extension, Jacob Engineering box 180 folder 11 item 1
Correspondence box 180 folder 11 item 2
Plans box 180 folder 11 item 3
J.W. Fisher - Background Information: Toledo Erection Crane box 180 folder 12 item 1
Plans box 180 folder 12 item 2
CDs box 180 folder 12 item 3
Photographs box 180 folder 12 item 4
Toledo: WJE, Ohio Construction, Failure on Segmental Bridge box 180 folder 13 item 1
Correspondence box 180 folder 13 item 2
- Page 148- John W. Fisher papersSC MS 0165
Analysis of Structure box 180 folder 13 item 3
Material Testing Results box 180 folder 13 item 4
Articles box 180 folder 13 item 5
Photographs of Collapse and Specimens box 180 folder 13 item 6
CDs box 180 folder 13 item 7
SOM Burj (2007-09) box 180 folder 14 item 1
Burj Dubai Spire fatigue box 180 folder 14 item 2
Plans box 180 folder 14 item 3
Testing Results box 180 folder 14 item 4
Mackenzie River Bridge “Deh Cho” box 180 folder 15 item 1
Correspondence box 180 folder 15 item 2
Notes box 180 folder 15 item 3
Fatigue Analysis Report box 180 folder 15 item 4
Modjeski and Masters, Inc. Bridge in St. Louis box 180 folder 16 item 1
Fatigue Analysis Report box 180 folder 16 item 2
Notes box 180 folder 16 item 3
Plans box 180 folder 16 item 4
Michigan Ambassadore Bridge Girders box 180 folder 17 item 1
Correspondence box 180 folder 17 item 2
Materials microstructure results box 180 folder 17 item 3
Mechanical Testing Results box 180 folder 17 item 4
ENOVA Diablo Cangon 2008 box 180 folder 18 item 1
Correspondence box 180 folder 18 item 2
Reports box 180 folder 18 item 3
Notes box 180 folder 18 item 4
^ Return to Table of Contents
FILE BOX 181 Title/Description Instances Walt Whitman Bridge Deck Replacement (2007) box 181 folder 19 item 1
Correspondence box 181 folder 19 item 2
Design Requirements box 181 folder 19 item 3 - Page 149- John W. Fisher papersSC MS 0165
Testing Results box 181 folder 19 item 4
AARC Bridge 432.1 Fabrication box 181 folder 20 item 1
Correspondence box 181 folder 20 item 2
Photographs box 181 folder 20 item 3
Notes box 181 folder 20 item 4
Analysis box 181 folder 20 item 5
Plans box 181 folder 20 item 6
Ferry Terminal Apron Pin box 181 folder 21 item 1
Correspondence box 181 folder 21 item 2
Photographs box 181 folder 21 item 3
Plans box 181 folder 21 item 4
NSRR over Rt63 Va box 181 folder 22 item 1
Correspondence box 181 folder 22 item 2
Inspection Photographs box 181 folder 22 item 3
Plans box 181 folder 22 item 4
Williamsburg Bridge Pedestal Cracks box 181 folder 23 item 1
Business Cards box 181 folder 23 item 2
Correspondence box 181 folder 23 item 3
Evaluation Reports box 181 folder 23 item 4
Inspection Photographs box 181 folder 23 item 5
WAMATA Escalators box 181 folder 1 item 1
Fatigue and Static Strength of Escalator Steps box 181 folder 1 item 2
Correspondence box 181 folder 1 item 3
Reports box 181 folder 1 item 4
Structural Evaluation of Riveted Spillway Gates box 181 folder 2 item 1
Miscellaneous Girder Tests box 181 folder 3 item 1
Girder Pair #1 box 181 folder 3 item 2
Test Results box 181 folder 3 item 3
Calculations box 181 folder 3 item 4
Correspondence box 181 folder 3 item 5
Retrofit Calculations box 181 folder 3 item 6
Tensile Coupons Tests 488 box 181 folder 3 item 7
- Page 150- John W. Fisher papersSC MS 0165
Girder Pair #2 box 181 folder 3 item 8
Girder Pair #3 box 181 folder 3 item 9
Resistance of Welded Details under Variable Amplitude Long box 181 folder 3 item 10 Life Fatigue Loading
^ Return to Table of Contents
FILE BOX 182 Title/Description Instances Photo Book for unknown project box 182 folder 4 item 1
Testing Specimens box 182 folder 4 item 2
Testing Setup box 182 folder 4 item 3
Oglati Bridge Plans box 182 folder 5 Item 1
Oglati Bridge box 182 folder 6 Item 1
Correspondence box 182 folder 6 item 2
Field Testing Results box 182 folder 6 item 3
Plans box 182 folder 6 item 4
Inspection Photographs box 182 folder 6 item 5
^ Return to Table of Contents
FILE BOX 183 Title/Description Instances Proctor Gamble Japanese Headquarters Building box 183 folder 7 item 1
Weld Evaluation Results box 183 folder 7 item 2
Crack Inspection Results box 183 folder 7 item 3
Inspection and Microstructure Photographs box 183 folder 7 item 4
Earthquake Damage Assessment, Proctor Gamble Japanese box 183 folder 8 item 1 Headquarters
Evaluation results box 183 folder 8 item 2
calculations box 183 folder 8 item 3
Earthquake Damage Assessment, Proctor Gamble Japanese box 183 folder 9 item 1 Headquarters\
Notes box 183 folder 9 item 2
Articles - Page 151- John W. Fisher papersSC MS 0165
box 183 folder 9 item 3
Microstructure Pictures box 183 folder 9 item 4
PG Bldg Kobe box 183 folder 10 item 1
Correspondence box 183 folder 10 item 2
Photographs of Test Specimens box 183 folder 10 item 3
Plans and Inspection Results box 183 folder 10 item 4
Material Testing Results box 183 folder 10 item 5
Plans box 183 folder 10 item 6
Fire Resistant Structural Steel box 183 folder 10 item 7
PG Bldg Multimedia box 183 folder 11 item 1
Microstructure and Specimen Photographs box 183 folder 11 item 2
VHS Tape from Earthquake box 183 folder 11 item 3
Slides of microstructures and testing results box 183 folder 11 item 4
Brooklyn Bridge Redecking Dispute - WAI, Gogick, Byrne, box 183 folder 12 item 1 O’Neill, LLP
Notes box 183 folder 12 item 2
Plans box 183 folder 12 item 3
Correspondence box 183 folder 12 item 4
Bridge Fatigue Guide box 183 folder 12 item 5
Facts and Figures about different car models box 183 folder 12 item 6
Analysis box 183 folder 12 item 7
^ Return to Table of Contents
FILE BOX 184 Title/Description Instances Ron Mayrbaurl: Brooklyn Bridge box 184 folder 13 item 1
Notes box 184 folder 13 item 2
Calculations and Analysis box 184 folder 13 item 3
Correspondence box 184 folder 13 item 4
Brooklyn Bridge YCC box 184 folder 14 item 1
Plans box 184 folder 14 item 2
Brooklyn Bridge Meeting box 184 folder 14 item 3
- Page 152- John W. Fisher papersSC MS 0165
Presentation box 184 folder 14 item 4
Design Details box 184 folder 14 item 5
YCC Notice of Dispute box 184 folder 15 item 1
Brooklyn Bridge Dispute Materials box 184 folder 16 item 1
Presentations box 184 folder 16 item 2
Test Results box 184 folder 16 item 3
Design Details box 184 folder 16 item 4
Calculations box 184 folder 16 item 5
Plans box 184 folder 16 item 6
^ Return to Table of Contents
FILE BOX 185 Title/Description Instances PITA Projects 1988 - 2000 box 185 folder 1 item 1
Pennsylvania Infrastructure Technology Alliance box 185 folder 1 item 2
Notice of Award box 185 folder 1 item 3
Correspondence box 185 folder 1 item 4
Memorandums box 185 folder 1 item 5
Visiting Research Engineers box 185 folder 2 item 1
Correspondence box 185 folder 2 item 2
Notes box 185 folder 2 item 3
Professor S. J. Lee, Ajou University, Korea box 185 folder 3 item 1
Correspondence box 185 folder 3 item 2
February 17, 1998 PITA Meeting box 185 folder 4 item 1
Pennsylvania Infrastructure Technology Alliance box 185 folder 4 item 2
Presentation box 185 folder 4 item 3
Meeting box 185 folder 4 item 4
Notes box 185 folder 4 item 5
Schedule box 185 folder 4 item 6
Fast Ship box 185 folder 5 item 1
Philadelphia Shipyard Companies box 185 folder 5 item 2
Notes box 185 folder 5 item 3 - Page 153- John W. Fisher papersSC MS 0165
Correspondence box 185 folder 5 item 4
Schedules box 185 folder 5 item 5
Pennsylvania Department of Transportation box 185 folder 6 item 1
Promotional Material box 185 folder 6 item 2
Correspondence box 185 folder 6 item 3
Penn State Consortium box 185 folder 7 item 1
Memorandums box 185 folder 7 item 2
Reports box 185 folder 7 item 3
Correspondence box 185 folder 7 item 4
Faculty Appraisals box 185 folder 8 item 1
Notes box 185 folder 8 item 2
Correspondence box 185 folder 8 item 3
Faculty Assessments box 185 folder 8 item 4
^ Return to Table of Contents
FILE BOX 186 Title/Description Instances PITA Advisory Board Meeting June 19, 1998 box 186 folder 9 item 1
Reports box 186 folder 9 item 2
Schedules box 186 folder 9 item 3
Project Descriptions box 186 folder 9 item 4
PITA March 25, 2002 box 186 folder 10 item 1
Scedule box 186 folder 10 item 2
Directions box 186 folder 10 item 3
PITA Symposium October 2000, Harrisburg box 186 folder 11 item 1
Conference Proceedings box 186 folder 11 item 2
Schedules box 186 folder 11 item 3
Presentations box 186 folder 11 item 4
PITA June 2000 box 186 folder 12 item 1
Project Descriptions box 186 folder 12 item 2
Reports box 186 folder 12 item 3
Presentations box 186 folder 12 item 4 - Page 154- John W. Fisher papersSC MS 0165
Correspondence box 186 folder 12 item 5
PITA Reports box 186 folder 13 item 1
PITA Progress Reports box 186 folder 13 item 2
Lehigh University Financial Reports box 186 folder 13 item 3
^ Return to Table of Contents
FILE BOX 187 Title/Description Instances John W. Fisher Files -- PITA (The Pennsylvania Infrastructure box 187 folder 14 Technology Alliance)
Memorandums box 187 folder 14 item 1
Steering Committee Report box 187 folder 14 item 2
PITA -- Year 3 box 187 folder 15
Memorandums box 187 folder 15 item 1
Schedules box 187 folder 15 item 2
Correspondence box 187 folder 15 item 3
PITA 2-3 Expenditures box 187 folder 16
Expenditure Reports box 187 folder 16 item 1
Budget Reports box 187 folder 16 item 2
Project Descriptions box 187 folder 16 item 3
Correspondence box 187 folder 16 item 4
PITA Year 2 (1998-1999) box 187 folder 17
Memorandums box 187 folder 17 item 1
Correspondence box 187 folder 17 item 2
Financial Reports box 187 folder 17 item 3
Project Reports box 187 folder 17 item 4
ATLSS Partners Liaison box 187 folder 18
Notes box 187 folder 18 item 1
Correspondence box 187 folder 18 item 2
Van Scoyoc Associates -- Lehigh University Visit box 187 folder 19
Correspondence box 187 folder 19 item 1
Memorandums box 187 folder 19 item 2
- Page 155- John W. Fisher papersSC MS 0165
Schedules box 187 folder 19 item 3
Smart Paint box 187 folder 20
Correspondence box 187 folder 20 item 1
Notes box 187 folder 20 item 2
Project Proposals box 187 folder 20 item 3
Penn States Research Proposals box 187 folder 21
Research Proposals box 187 folder 21 item 1
PSI Inc. (Penn State Industries) box 187 folder 22
Reports box 187 folder 22 item 1
FHWA (Federal Highway Administration) Bridge Research box 187 folder 23 Center Proposal 2006
Research Proposal box 187 folder 23 item 1
Correspondence box 187 folder 23 item 2
Composite Ribbon Rod for Repair of Steel Bridge Infrastructure box 187 folder 24
Proposal for Real Time Test box 187 folder 25
Project Proposal box 187 folder 25 item 1
Presentations box 187 folder 25 item 2
Reports box 187 folder 25 item 3
Guidelines box 187 folder 25 item 4
NSF Site Visit to Minneapolis, January 2002 box 187 folder 26
Schedules box 187 folder 26 item 1
Correspondence box 187 folder 26 item 2
Presentations box 187 folder 26 item 3
Notes box 187 folder 26 item 4
^ Return to Table of Contents
FILE BOX 188 Title/Description Instances Related Projects and Agreements box 188 folder 27
Notice of Award box 188 folder 27 item 1
Correspondence box 188 folder 27 item 2
Forms box 188 folder 27 item 3
- Page 156- John W. Fisher papersSC MS 0165
ERC Proposal box 188 folder 28
Engineering Research Centers box 188 folder 28 item 1
Correspondence box 188 folder 28 item 2
ATLSS Short Courses box 188 folder 29
Course Outlines box 188 folder 29 item 1
Correspondence box 188 folder 29 item 2
ATLSS Laboratories box 188 folder 30
Correspondence box 188 folder 30 item 1
Notes box 188 folder 30 item 2
Financial Reports box 188 folder 30 item 3
Policy and Procedures box 188 folder 30 item 4
Reports box 188 folder 30 item 5
News Clipping box 188 folder 30 item 6
Space in ATLSS Fritz Lab box 188 folder 31
Correspondence box 188 folder 31 item 1
Notes box 188 folder 31 item 2
Floor Plans box 188 folder 31 item 3
Reports box 188 folder 31 item 4
Instrumentation Subcommittee box 187 folder 32
Reports box 188 folder 32 item 1
Correspondence box 188 folder 32 item 2
Meeting Minutes box 188 folder 32 item 3
Memorandum box 188 folder 32 item 4
Annual Reports Lehigh box 188 folder 33
Annual Reports box 188 folder 33 item 1
Correspondence box 188 folder 33 item 2
ATLSS Updates box 188 folder 34
Correspondence box 188 folder 34 item 1
Newsletters box 188 folder 34 item 2
^ Return to Table of Contents
FILE BOX 189 - Page 157- John W. Fisher papersSC MS 0165
Title/Description Instances Berger and Norton box 189 folder 1
Correspondence box 189 folder 1 item 1
Test Results box 189 folder 1 item 2
Flux Care Welds box 189 folder 2
Reports box 189 folder 2 item 1
Photographs box 189 folder 2 item 2
Correspondence box 189 folder 2 item 3
Articles box 189 folder 2 item 4
Deposition in Westside Associates Limited Versus Lincoln box 189 folder 3 Electric Company, Los Angeles, California, on February 2, 1999
Transcript box 189 folder 3 item 1
ARCO Plaza Earthquake Risk Evaluation box 189 folder 4
Report box 189 folder 4 item 1
Beam-to-Column Connections box 189 folder 5
Reports box 189 folder 5 item 1
Expert Witness Delcarations box 189 folder 6
Raymond H.R. Tide box 189 folder 6 item 1
Steven Jorgenson box 189 folder 6 item 2
Russel A. Lund box 189 folder 6 item 3
Eric J. Kaufmann box 189 folder 6 item 4
Warren G. Alexander box 189 folder 6 item 5
^ Return to Table of Contents
FILE BOX 190 Title/Description Instances Analysis of Facts Known to Lincoln Electric Company box 190 folder 7
Westside Associates, LTD vs. The Lincoln Electric Company box 190 folder 7 item 1
Report box 190 folder 7 item 2
Westside Associates vs. Lincoln Electric Company Deposition box 190 folder 8 Transcript
Transcript box 190 folder 8 item 1
- Page 158- John W. Fisher papersSC MS 0165
St. John’s vs. Dillingham, John Fisher’s September 24, 1997 box 190 folder 9 Deposition Transcript
Transcript box 190 folder 9 item 1
Westside vs. Lincoln Lehigh/Lincoln Early Correspondence and box 190 folder 10 Reports
Correspondence box 190 folder 10 item 1
Reports box 190 folder 10 item 2
Westside vs. Lincoln Reports and Correspondence box 190 folder 11
Correspondence box 190 folder 11 item 1
Reports box 190 folder 11 item 2
Westside vs. Lincoln box 190 folder 12
Correspondence box 190 folder 12 item 1
Notes box 190 folder 12 item 2
Reports box 190 folder 12 item 3
^ Return to Table of Contents
FILE BOX 191 Title/Description Instances Westside vs. Lincoln, NS3M Related Material, 1962 - 1968 box 191 folder 13
Notes box 191 folder 13 item 1
Images box 191 folder 13 item 2
Reports box 191 folder 13 item 3
Articles box 191 folder 13 item 4
Westside vs. Lincoln, NS3M Related Material, 1969 - 1972 box 191 folder 14
Notes box 191 folder 14 item 1
Images box 191 folder 14 item 2
Reports box 191 folder 14 item 3
Articles box 191 folder 14 item 4
^ Return to Table of Contents
FILE BOX 192 Title/Description Instances
- Page 159- John W. Fisher papersSC MS 0165
Westside vs. Lincoln, NS3M Related Material, 1973 - 1981 box 192 folder 15
Notes box 192 folder 15 item 1
Images box 192 folder 15 item 2
Reports box 192 folder 15 item 3
Articles box 192 folder 15 item 4
Westside vs. Lincoln, NS3M Related Material, 1982 - 1993 box 192 folder 16
Notes box 192 folder 16 item 1
Images box 192 folder 16 item 2
Reports box 192 folder 16 item 3
Articles box 192 folder 16 item 4
Westside vs. Lincoln, NS3M Related Material, John Parks box 192 folder 17
Notes box 192 folder 17 item 1
Reports box 192 folder 17 item 2
Westside vs. Lincoln, Stanley Rolfe Transcripts, July 17, 200 - box 192 folder 18 July 29, 2000
Transcripts box 192 folder 18 item 1
Notes box 192 folder 18 item 2
^ Return to Table of Contents
FILE BOX 193 Title/Description Instances Weathering Steel Program Report box 193 folder 1
Report box 193 folder 1 item 1
A Report on Corrosion Related Renovation Work Required at the box 193 folder 2 Aloha Stadium
Report box 193 folder 2 item 1
Specifications: Weathering Steel, UBC, AREA, AASHTO box 193 folder 3
Bulletin box 193 folder 3 item 1
Report box 193 folder 3 item 2
Correspondence box 193 folder 3 item 3
Notes box 193 folder 3 item 4
Inspection of Weathering Steel Aloha Stadium Report box 193 folder 4
Report box 193 folder 4 item 1 - Page 160- John W. Fisher papersSC MS 0165
Correspondence box 193 folder 4 item 2
^ Return to Table of Contents
FILE BOX 194 Title/Description Instances Weathering of Steel Bridges box 194 folder 5
Reports box 194 folder 5 item 1
Publications box 194 folder 5 item 2
Technical Newsletters box 194 folder 5 item 3
Fisher Trial Testimony box 194 folder 6
State of Hawaii vs. United States Steel box 194 folder 6 item 2
Transcripts box 194 folder 6 item 3
Fisher Deposition Exhibits box 194 folder 7
List of Accomplishments box 194 folder 7 item 1
Images box 194 folder 7 item 2
^ Return to Table of Contents
FILE BOX 195 Title/Description Instances Weathering Steel box 195 folder 8
Reports box 195 folder 8 item 1
Publications box 195 folder 8 item 2
Corrosion Coulometers box 195 folder 9
Photographs of Coulometers box 195 folder 9 item 1
ASCE Journal of Infrastructure Systems, September 1996, Vol. 2, box 195 folder 10 No. 3
Aloha Stadium box 195 folder 11
Diagrams box 195 folder 11 item 1
Floor Plans box 195 folder 11 item 2
Correspondence box 195 folder 11 item 3
Reports box 195 folder 11 item 4
Notes box 195 folder 11 item 5 - Page 161- John W. Fisher papersSC MS 0165
Aloha Stadium Waterproofing Reports and Notes box 195 folder 12
Reports box 195 folder 12 item 1
Notes box 195 folder 12 item 2
Images box 195 folder 12 item 3
1991 Report to T.B. (Tony Berman) box 195 folder 13
Tony Berman box 195 folder 13 item 1
Aloha Stadium box 195 folder 13 item 2
Notes box 195 folder 13 item 3
Reports box 195 folder 13 item 4
Images box 195 folder 13 item 5
Correspondence box 195 folder 13 item 6
Corrosion Coulometer box 195 folder 14
Aloha Stadium box 195 folder 14 item 1
Reports box 195 folder 14 item 2
Correspondence box 195 folder 14 item 3
Notes box 195 folder 14 item 4
^ Return to Table of Contents
FILE BOX 196 Title/Description Instances Corrosion Data box 196 folder 15
Reports box 196 folder 15 item 1
Weathering A588 Steel box 196 folder 16
Reports box 196 folder 16 item 1
Notes box 196 folder 16 item 2
Puerto Rico box 196 folder 17
Film box 196 folder 17 item 1
Images box 196 folder 17 item 2
Notes box 196 folder 17 item 3
Reports box 196 folder 17 item 4
- Page 162- John W. Fisher papersSC MS 0165
^ Return to Table of Contents
FILE BOX 197 Title/Description Instances FFP box 197 folder 1
Slides box 197 folder 1 item 1
Photographs box 197 folder 1 item 2
Diagrams box 197 folder 1 item 3
Notes box 197 folder 1 item 4
^ Return to Table of Contents
FILE BOX 198 Title/Description Instances Box Summaries box 198 folder 2
Reports box 198 folder 2 item 1
Notes box 198 folder 2 item 2
Data tables box 198 folder 2 item 3
Submodel Abaqus with Resistance Stresses box 198 folder 3
Reports box 198 folder 3 item 1
Notes box 198 folder 3 item 2
Data Tables box 198 folder 3 item 3
Analytical Model Development box 198 folder 4
Reports box 198 folder 4 item 1
Notes box 198 folder 4 item 2
Data Tables box 198 folder 4 item 3
Scells Model box 198 folder 5
Reports box 198 folder 5 item 1
Notes box 198 folder 5 item 2
Data Tables box 198 folder 5 item 3
Bulkhead Attachments box 198 folder 6
Reports box 198 folder 6 item 1
- Page 163- John W. Fisher papersSC MS 0165
Notes box 198 folder 6 item 2
Data Tables box 198 folder 6 item 3
Resistance Stresses Measurements box 198 folder 7
Reports box 198 folder 7 item 1
Notes box 198 folder 7 item 2
Data Tables box 198 folder 7 item 3
Groove Welds Life Prediction box 198 folder 8
Reports box 198 folder 8 item 2
Notes box 198 folder 8 item 3
Data Tables box 198 folder 8 item 4
End Stiff Life Prediction box 198 folder 9
Reports box 198 folder 9 item 1
Notes box 198 folder 9 item 2
Data Tables box 198 folder 9 item 3
Additional Graphs box 198 folder 10
Reports box 198 folder 10 item 1
Notes box 198 folder 10 item 2
Data Tables box 198 folder 10 item 3
FFP Boxes COD Comparisons box 198 folder 11
Reports box 198 folder 11 item 1
Notes box 198 folder 11 item 2
Data Tables box 198 folder 11 item 3
ADINA Abaqus Model Submodel Comparisons box 198 folder 12
Reports box 198 folder 12 item 1
Notes box 198 folder 12 item 2
Data Tables box 198 folder 12 item 3
Crack Closure Measurements box 198 folder 13
Reports box 198 folder 13 item 1
Notes box 198 folder 13 item 2
Data Tables box 198 folder 13 item 3
FFP Boxes Prop Stage I box 198 folder 14
Reports box 198 folder 14 item 1
- Page 164- John W. Fisher papersSC MS 0165
Notes box 198 folder 14 item 2
Data Tables box 198 folder 14 item 3
FFP Boxes Alternate Model III IV box 198 folder 15
Reports box 198 folder 15 item 1
Notes box 198 folder 15 item 2
Data Tables box 198 folder 15 item 3
Life Predictions Stages II to IV box 198 folder 16
Reports box 198 folder 16 item 1
Notes box 198 folder 16 item 2
Data Tables box 198 folder 16 item 3
Curvature and Excentricity Effects on K Factor box 198 folder 17
Reports box 198 folder 17 item 1
Notes box 198 folder 17 item 2
Data Tables box 198 folder 17 item 3
FEM K Results All Models II - IV box 198 folder 18
Reports box 198 folder 18 item 1
Notes box 198 folder 18 item 1
Data Tables box 198 folder 18 item 3
Submodel Abaqus Without Resistance Stresses box 198 folder 19
Reports box 198 folder 19 item 1
Notes box 198 folder 19 item 2
Data Tables box 198 folder 19 item 3
Boxes FEM Submodel ADINA 5 box 198 folder 20
Reports box 198 folder 20 item 1
Notes box 198 folder 20 item 2
Data Tables box 198 folder 20 item 3
Boxes FEM Model ADINA 3 4 box 198 folder 21
Reports box 198 folder 21 item 1
Notes box 198 folder 21 item 2
Data Tables box 198 folder 21 item 3
^ Return to Table of Contents
- Page 165- John W. Fisher papersSC MS 0165
FILE BOX 199 Title/Description Instances FFP box 199 folder 22
Reports box 199 folder 22 item 1
Notes box 199 folder 22 item 2
Diagrams box 199 folder 22 item 3
Plans box 199 folder 22 item 4
Correspondence box 199 folder 22 item 5
Trip Reports box 199 folder 23
Correspondence box 199 folder 23 item 1
Reports box 199 folder 23 item 2
Floppy Disks box 199 folder 24
A. Nussbaumer Dissertation January 1994 box 199 folder 24A
5 Cells Model Box FEM Model box 199 folder 24B
FFP Boxes box 199 folder 24C
^ Return to Table of Contents
FILE BOX 200 Title/Description Instances Photographs box 200 folder 1
Pieces of Metal box 200 folder 2
Smithfield Street Bridge box 200 folder 3 item 1
Notes box 200 folder 3 item 2
Correspondence box 200 folder 3 item 3
Photographs box 200 folder 3 item 4
Reports box 200 folder 3 item 5
Smithfield Street Bridge Phase II box 200 folder 4 item 1
Correspondence box 200 folder 4 item 2
Notes box 200 folder 4 item 4
Smithfield Bridge Slides box 200 folder 5
Slides box 200 folder 5 item 1
Smithfield Street Bridge - Page 166- John W. Fisher papersSC MS 0165
box 200 folder 6
Notes box 200 folder 6 item 1
Correspondence box 200 folder 6 item 2
Photographs box 200 folder 6 item 3
Records box 200 folder 6 item 4
Smithfield Bridge - Mackin Engineering Company box 200 folder 7
Correspondence box 200 folder 7 item 1
Reports box 200 folder 7 item 2
Notes box 200 folder 7 item 3
Smithfield Street Bridge box 200 folder 8
Notes box 200 folder 8 item 1
Photographs box 200 folder 8 item 2
Correspondence box 200 folder 8 item 3
Reports box 200 folder 8 item 4
^ Return to Table of Contents
FILE BOX 201 Title/Description Instances Smithfield Street Bridge box 201 folder 9 Item 1
Publication box 201 folder 9 item 2
Report box 201 folder 9 item 3
Correspondence box 201 folder 9 item 4
Holston River Bridge, I40, Knoxville Indiana box 201 folder 10 item 1
Photographs box 201 folder 10 item 2
Reports box 201 folder 10 item 3
Notes box 201 folder 10 item 4
Correspondence box 201 folder 10 item 5
Orthotropic Dock Tests, UC San Diego box 201 folder 11 item 1
Notes box 201 folder 11 item 2
Correspondence box 201 folder 11 item 3
Diagrams box 201 folder 11 item 4
Reports box 201 folder 11 item 5
- Page 167- John W. Fisher papersSC MS 0165
Orthotropic Dock Tests, UC San Diego box 201 folder 12 item 1
Notes box 201 folder 12 item 2
Diagrams box 201 folder 12 item 3
Correspondence box 201 folder 12 item 4
Reports box 201 folder 12 item 5
^ Return to Table of Contents
FILE BOX 202 Title/Description Instances Effects of Fabrication Procedures and Weld Melt-Through on box 202 folder 13 Item 1 Fatigue Resistance of Orthotropic Steel Deck Welds
Photographs box 202 folder 13 item 2
Anaheim Stadium box 202 folder 14 Item 1
Slides box 202 folder 14 item 2
Photographs box 202 folder 14 item 3
Correspondence box 202 folder 14 item 4
Notes box 202 folder 14 item 5
Reports box 202 folder 14 item 6
Anaheim Stadium box 202 folder 15 item 1
Reports box 202 folder 15 item 2
Notes box 202 folder 15 item 3
Reports box 202 folder 15 item 4
Reports box 202 folder 15 item 5
Diagrams box 202 folder 15 item 6
Metro North Bridge box 202 folder 16 item 1
Slides box 202 folder 16 item 2
Correspondence box 202 folder 16 item 3
Reports box 202 folder 16 item 3
Notes box 202 folder 16 item 4
Diagrams box 202 folder 16 item 5
^ Return to Table of Contents
- Page 168- John W. Fisher papersSC MS 0165
FILE BOX 203 Title/Description Instances Metro North Bridge Hayden Wegman box 203 folder 17 Item 1
Hayden Wegman box 203 folder 17 item 2
Correspondence box 203 folder 17 item 3
Reports box 203 folder 17 item 4
Notes box 203 folder 17 item 5
Diagrams box 203 folder 17 item 6
Metro North Histographs box 203 folder 18 Item 1
Reports box 203 folder 18 item 2
Correspondence box 203 folder 18 item 3
Metro North Photographs box 203 folder 19 Item 1
Photographs box 203 folder 19 item 3
^ Return to Table of Contents
FILE BOX 204 Title/Description Instances Oversize materials Box 204 folder 1 Item 1
^ Return to Table of Contents
- Page 169-