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