bridge engineering association bridge … · technical program the 2003 new york city bridge...

TECHNICALPROGRAM

The 2003 New York City Bridge Conference features a strong technicalprogram designed specifically for engineers. To ensure the highest qualityprogram, all papers will have undergone a thorough review process andwill be complied in a special Bridge Engineering Association Publicationfor you to take with you after the conference.

Technical Papers Currently Under Review, as of May 30, 2003Check our website periodically for updates: http://www.bridgeengineer.org/

Addressing the most current issues faced by today’s engineers anddesigners, this year’s Keynote Session includes three highly esteemedprofessionals, Francis Lombardi, PE, the Chief Engineer for The PortAuthority of New York & New Jersey, Yozo Fujino, Professor at theUniversity of Tokyo, Japan and Michel Virlogeux, a Consulting Engineerand Designer from France.

For more information about the Bridge Engineering Association or the upcoming conference, please visit http://www.bridgeengineer.org or contact Khaled Mahmoud at

[email protected] or [email protected].

Starting at 11:30am on Sunday, October 19th, join us for a delightful 3-hour cruise/tour of New York’s famous bridges. Greet oldacquaintances, make new contacts, and enjoy wonderful food andrefreshments. Monday and Tuesday will be filled with informativetechnical sessions (8am-6pm), and networking opportunties during themorning and afternoon breaks and conference lunches. Meanwhile,enjoy your stay at the Hilton New York, in the heart of midtownManhattan. Visit the hotel online for more information: http://www.hilton.com/en/hi/hotels/index.jhtml?ctyhocn=NYCNHHH

KEYNOTESESSION

PLAN YOUR DAYS

BRIDGE ENGINEERING ASSOCIATION1501 Broadway, Suite 310New York, NY 10036

The Bridge Engineering Association is a not-for-profit organization whose mission is to promote the state-of-the-art in bridge engineering

technology through the publications of the latest in bridge engineering technology and the organization of conferences, seminars and forums

on various themes of interest to the bridge engineering community. The Bridge Engineering Association advocates the dissemination of

information to the public concerning the work of bridge engineers, and encourages the exchange of ideas, and gives proper consideration to

questions affecting the bridge engineering profession.

For more information about the Bridge Engineering Association, please visit us online at http://www.bridgeengineer.org

or contact us via email at [email protected], or [email protected]

BRIDGE ENGINEERING ASSOCIATION1501 Broadway, Ste.310 New York, NY 10036

P: 212-944-1150, F: 212-391-0297

BRIDGE CRUISE AND TOUR

SUNDAY, OCTOBER 19, 2003

The Sunday, October 19th Bridge Cruise will be awonderful opportunity to enjoy the Manhattan sceneryand the stretch of New York’s historic bridges from theGeorge Washington Bridge to the Verrazano Narrows Bridge.

Boarding the SeaStreak begins at 11:30 a.m. at Pier 81, located at 42nd St. andWest Side Highway. The cruise will include a buffet lunch as well as commentary on New York's magnificentbridges. Dr. Bojidar Yanev, PE, Director of Bridge Inspection and Bridge Management for the New York CityDepartment of Transportation will provide the commentary.

NEW YORK CITY BRIDGE CONFERENCEENGINEERING ACHIEVEMENT AWARDS

Recognizing international bridge design and engineering researchachievements, the New York City Bridge Conference Awards Dinner iscurrently being planned. For more information or to nominate an individualfor their professional accomplishments in either Bridge Design or BridgeEngineering Research, please submit your nomination to the BridgeEngineering Association online at: http://www.bridgeengineer.org. Deadlinefor receiving nominations is August 29, 2003.

REGISTRATION &GENERAL INFORMATION

Registration includes conference proceedings,lunches and refreshment breaks.

FEES AND DEADLINES:

Join us on October 19th for a delightful cruiseand tour of New York’s magnificent bridges whileenjoying wonderful refreshments! Only $35.00per person. Conference attendees and guest areall welcome.

Be one of the first 50 public agency engineers toregister and pay only $395 to register for theconference. (If you are not among the first 50registrants, we will notify you before completingyour registration at the regular rate.)

Register on or before September 12, 2003 andreceive the early-bird conference rate of $475.

Register after September 12, 2003, pay the fullconference rate of $525.

HOUSING AND TRANSPORTATION

Participants are responsible for making their ownhousing and transportation arrangements. Foryour convenience, a block of rooms have beenheld through October 1st at the Hilton NewYork. To reserve one of these rooms, call(800)HILTONS; state that you are attending theNYC Bridge Conference to obtain the specialsingle or double room rate of $195 +tax/night.Extra person charge is $20. These rates will beoffered based on availability, 2 days before and 2days after the conference.

REGISTRATION CONFIRMATION

A card will be sent to you confirming yourconference and/or cruise registration. Details,including directions to the pier, will also be sentto those registered for what will again be anunforgettable bridge cruise and tour. Visitwww.bridgeengineer.org for conference details andprogram updates.

Questions regarding registration, please [email protected].

Questions regarding the program or conferencesponsorship, contact Khaled Mahmoud at:

[email protected] [email protected]

REGISTRATION FORM

2003 NEW YORK CITY BRIDGE CONFERENCEOCTOBER 20-21, 2003 at the Hilton New York

Full Name:

Title:

Name for ID Badge:

Home Address:

State Zip: Country:

Employer:

Employer Address:

State Zip: Country:

Daytime Telephone: Fax Number:

email:

REGISTRATION FEES: Amt. Enclosed

(includes conference proceedings, lunches, and refreshment breaks)

REGISTER ON OR BEFORE SEPT. 12, 2003:General Admission $475 ________Public Agency Engineer Fee (first 50 registrants) $395 ________

REGISTER AFTER SEPT. 12, 2003:General Admission $525 ________Public Agency Engineer Fee $445 ________

Cruise/Bridge Tour $35/pp ________

(please list additional cruise tour guests if applicable)

TOTAL AMOUNT ENCLOSED $________

PAYMENT METHOD:

Purchase order/check made payable to: Bridge Engineering Association.

Please Note: No credit card payments will be accepted.

Please read & sign below that you understand and agree to the following statement:

I understand that a refund will be granted only if the request is received in writing by 9/12/03.

Signature Date

Mail registration form and payment to:

BRIDGE ENGINEERING ASSOCIATION 1501 Broadway, Suite 310

New York, NY 10036

2003 NEW YORK CITY BRIDGE CONFERENCE - October 20th-221st at the Hilton New York, 1335 Avenue of the Americas - New York City

KEYNOTE SESSION

Methodology for Assessing Risk and Prioritizing Security Improvementsfor Bridges Francis J. Lombardi, PE, Chief Engineer, The PortAuthority of New York & New Jersey

The Millau Cable-SStayed Bridge in Central France Michel Virlogeux,Consulting Engineer and Designer, France

Seismic retrofit design of large cable-ssupported bridges in Tokyo Yozo Fujino, University of Tokyo

The Stonecutters Bridge: Pushing the Limit Naeem Husssain, Arup

The Erection of Cable-SSuspended Bridges Holger S. Svensson,Leonhardt, Andrä und Partner, Germany

CABLE-SUPPORTED BRIDGES (I)

The Design & Construction of the New Carquinez Strait SuspensionBridge T. Spoth, K. Serzan and D. Khazem, Parsons

The East 153rd Street Bridge - New York City's First Vehicular CableStayed Bridge Alim Baycora, CTE, Ali Mallick, NYCDOT, Jeffrey Han,Tim Jester, Daniel Frankfurt, P.C.

Simon Kenton Suspension Bridge Deck Replacement Analysis B. Robson, Palmer Engineering, Winchester, Kentucky and K.Mahmoud, Hardesty & Hanover, LLP, New York, New York

Developments in Concrete Cable-SStayed Bridges in the United StatesMarcos Loizias, Jacobs Civil, Inc

CABLE-SUPPORTED BRIDGES (II)

Wind effects on the existing and proposed new Tacoma Narrowsbridges Peter Irwin, Stoyan Stoyanoff and Jiming Xie, RWDI, Canada

Effectiveness of Fairings on a Suspension Bridge Harold R. Bosch,Director, FHWA Aerodynamics Laboratory

Transient Response Simulation of a Composite Material Footbridge toCrossing Pedestrians P. Fanning, P. Archbold University College Dublin,Ireland and A. Pavic, University of Sheffield

Design of the Main Suspension Cable for the New San Francisco -Oakland Bay Bridge Marwan Nader, John Sun and RafaelManzanarez, T.Y. Lin International

BRIDGE ANALYSIS & DESIGN (I)

Innovation in Movable Bridges: Sophisticated Design and Analysis withan Eye on Tradition T. Zordan, B. Briseghella, E. Siviero, UniversityInstitute of Architecture in Venice (IUAV), Italy and M. Pircher, M.Wallner, Technical University of Graz (TUG), Austria

Ductility and strength of plate girders with holes in the tension flangeS. A. Alstade and R.J. Dexter, University of Minnesota

Bridge Design: Load Interaction Mark Roche and Agnus Low, Arup

Effect of Skew and Curvature on Steel Girders Sena Kumarsena,HNTB Corp.

BRIDGE ANALYSIS & DESIGN (II)

Hoan Bridge Brittle Fracture and Retrofit Design B. Sivakumar, EliKhoury, Lichtenstein Consulting Engineers, J. Fisher, Lehigh Universityand W. Wright, FHWA

Bridge Selection Process for the I-770 Mississippi River Bridge in St.Louis J. Kulicki, T. McMeans and W. Marianos, Modjeski & Masters

The Woodrow Wilson Memorial Bridge: A New Generation of ArchSignature Structure Serafim Arzoumanidis and Greg Shafer, ParsonsCorporation

LFRD Refined Analysis Used to Check Inverset Design Kenneth A.Clausen, Dewberry-Goodkind, Inc.

SEISMIC ANALYSIS, DESIGN & RETROFIT (I)

Liquefaction Assessment Methodologies for Seismic Bridge Design andtheir Application to New York City Projects S. Nikolaou, P. Deming,and P. Edinger, Mueser Rutledge Consulting Engineers

Seismic Analysis and Design Approach for the New Tacoma NarrowsSuspension Bridge Michael H, Jones, HNTB Corp.

Seismic Analysis of Movable Bridges N. Altebrando, B. Yin, C. Birnstieland M. Ludvik, Hardesty & Hanover, LLP

Sliding Isolation Applications In The Northeastern USA Ronald J.Watson, R.J. Watson, Inc.

SEISMIC ANALYSIS, DESIGN & RETROFIT (II)

Comparative study of NCHRP Report 472 with the current AASHTOSeismic Specifications Ali Khan, STV Inc.

Seismic Retrofit of Bridge Steel Truss Pier Anchorage ConnectionsMichel Bruneau and Michael Pollino, University at Buffalo

Seismic Retrofit of A Historic Three-HHinge Concrete Arch Bridge SherifS. Morcos, Ali M. Hamza, John C. Koo, HDR Engineering, Inc.

A Simple Procedure for Evaluating Seismic Isolation in Bridges M.Jacak, Seismic Energy Products, LP, Alameda, California, USA

MOVABLE BRIDGES

Vessel Collision and Pier Protection for the New Wittpenn Vertical LiftBridge Dayi Wang and Lynne M. Baumann, Jacobs Civil, Inc. andFeraidoon Kashani, NJDOT

Utilization of Hydraulics in New and Rehabilitated Moveable BridgesEric Kelley, HNTB Corp.

Design-BBuild of a Twin Temporary Vertical Lift Bridges on Route 3Aover the Fore River, MA. Mark Joosten, Acrow Bridge

Replacement of the Third Avenue Swing BridgeSean Bluni and Paul Connolly, Hardesty & Hanover, LLP

BRIDGE CONSTRUCTION

Effects of Construction Methods on the Performance of SegmentalBridges Neil A. Shemo, DMJM HARRIS, Inc.

Applying The Principals Of Get In, Get Out, And Stay Out DesigningAnd Detailing Of Highway Structures For Rapid Construction In NewJersey H. Capers, Jr., R. Lewis and J. Lopez, NJDOT

The Construction of Boyne Bridge David Taylor, Dorman LongTechnology Ltd, United Kingdom

Structural Health Monitoring During the Construction of the EvergreenPoint Bridge (SR520) in Seattle, WAT. Weinmann, Construction Technology Laboratories, Inc.

FATIGUE, BRITTLE FRACTURE & STRESSCORROSION

Failure Analysis of the Hoan Bridge Fractures W.J. Wright, FHWA, J.W.Fisher and E. Kauffmann, Lehigh University

Assessing Remaining Fatigue Life of Existing Riveted Steel BridgesY. Edward Zhou, URS Corp.

Fracture Analysis and Retrofit Design for the I-995 Bridge over theBrandywine River M. Chajes, D. Mertz, University of Delaware, H.Roecker and J. Milius, DMJM Harris

Dehumidification of Bridge Anchorages to Prevent Cable WireCorrosion Aris Stathopoulos, MTA Bridges and Tunnels

CONCRETE SEGMENTAL BRIDGES

The role of construction methods on the conceptual design of a seg-mental prestressed RC bridge M. Arici, S. Bullo, R. Di Marco and M.F.Granata, University of Palermo - DISeG, Italy

Durability of Post-TTensioned Concrete Bridges R. Poston, WDP &Associates, Austin, Texas and K. Frank, The University of Texas, Austin,Texas

Corrosion Evaluation of Post-TTensioned Draped Tendons on the MidBay Bridge in Destine, Florida S. Venugopalan, Exponent FailureAnalysis and W. Hartt, Florida Atlantic University

Design of the Victory Bridge Replacement for NJ DOT - features440'precast main spans Jose M. Rodriguez, FIGG Bridge Engineers

BRIDGE HEALTH MONITORING & MANAGEMENT (I)

Long-tterm Remote Monitoring of Prototype Orthtoropic Deck Panels onthe Bronx Whitestone Bridge for Fatigue Evaluation R. Connor, S.Richards and J. Fisher, Lehigh University

Sensing Systems for Bridges: An Assessment of the State of the ArtDimitri A. Grivas, Rensselaer Polytechnic Institute and Maria E. MoreyraGarlock, Princeton University

Structural Health Issues for FRP Bridge Decks S. Alampalli, NYSDOTand M. Ettouney, Weidlinger Associates

An Information System for Bridge Life Cycle Assessment Kirk Huang,New York State Thruway Authority, Yung-Ching Shen, Siena College,and Larry J. Feeser, Rensselaer Poytechnic Institute.

BRIDGE HEALTH MONITORING & MANAGEMENT (II)

Advancement in Bridge Components and Structural Health MonitoringSystems with Case Studies A. Lewis and T. Weinmann, ConstructionTechnology Laboratories, Inc.

East River Bridges Preventive Maintenance Program Michael Hershey,Hardesty & Hanover, LLP and Mo Sharif, NYCDOT

Probabilistic Assessment of the Subsurface Condition of Bridge DecksUsing GPR H. Shin and D. Grivas, Rensselaer Polytechnic Institute

Suspension Bridge Service Life Issues: An Owner’s Perspective B.P.Silberfarb, J. Chang & L.R. Taylor, MTA Bridges and Tunnels, New York,New York, USA

ADVANCED MATERIALS

Thin Bonded Steel Deck Overlay System Based on ReactiveMethacrylate Resins Michael Olbrich, Röhm GmbH & Co. KG,Germany

High Performance Lightweight Concrete Bridges in Norway - A ReviewPer Fidjestol, Elkem ASA Materials, Norway

High Performance Steel for Highway Bridges Vasant C. Mistry, FederalHighway Administration

Diagnostic Testing and In-SService Performance Monitoring of a CFRPReinforced HPC Bridge Deck M. Bowman, SUBMEPP Activity - Dept. ofNavy, Kittery, ME, J. Yost, Villanova University, Villanova, PA, R. Steffen,William Kreysler & Assoicates, Inc., American Canyon, CA and C.Goodspeed, University of New Hampshire, Durham, NH

BRIDGE REHABILITATION (I)

Eklutna River Bridge Rehabilitation Shawn E. Tunstall and Brian J. Leshko,HDR Engineering, Inc.

Orthotropic Deck Panel Fabrication and Installation for the TriboroughBridge James Valenti and Brendan Scahill, Greenman-Pedersen, Inc.

Rehabilitation of City of Chicago's Skyway Toll Bridge Brad Radovich, CTE

East-HHalf Replacement of the Hood Canal Bridge P. Clarke,Washington Department of Transportation and M. Abrahams, ParsonsBrinkerhoff

BRIDGE REHABILITATION (II)

The Case of the Case Bridge Niket M. Telang and Armin B. Mehrabi,Construction Technology Laboratories, Inc.

Rehabilitation of Metro-NNorth and Bronx River Bridge Ted Henning,Parsons and Peter Pappas, Metro-North Railroad

Rehabilitation of Three East Pine Street Bridges Philip Swanton,Dewberry

Widening and Rehabilitation of I-881 Bridges, Rockingham County,Virginia R. Penmatsa, DMJM Harris, T. Barati, VDOT and E. AlanSaunders, DMJM Harris

INNOVATIVE BRIDGE TECHNOLOGY

The Federal Highway Administration's Vision for a Bridge TechnologyProgram Steven B. Chase, Technical Director for Bridges, FederalHighway Administration

Composite Structures for the Future Raymond McCabe, HNTB Corp.

Prefabricated Bridge Innovations Ronald D. Medlock and GreggFreeby, Texas DOT, Bridges

US 20 over the Mississippi: Tied Arch Technology for the 21st CenturyPatrick Cassity, Parsons

OPEN SESSION

New Jersey's First High Performance Steel bridges H. Capers, Jr., R.Lewis and J. Lopez, NJDOT

Preferred Practice for Fabrication of Curved Steel Girders AntoineGergess, University of Balamand, Lebanon

New Grouting System for Cable-SStayed Bridges Jesus M. Rohena,FHWA Resource Center

Construction of the Hangzhou Bay Crossing, China Beile Yin, Hardesty& Hanover, LLP, and Mingshan Fang, EHHBB, Ning Bo, China andAndrew Herrmann, Hardesty & Hanover, LLP

Crosswicks Creek Bridge Timber Trestle Design Respects History whileUpgrading Capacity Lori J. Gale, Parsons Brinckerhoff

How Bridges Affect Ride Quality on Ohio’s Interstate Highway SystemB.L. Schleppi, Ohio Department of Transportation, Office of PavementEngineering

REGISTRATION &GENERAL INFORMATION

Registration includes conference proceedings,lunches and refreshment breaks.

FEES AND DEADLINES:

Join us on October 19th for a delightful cruiseand tour of New York’s magnificent bridges whileenjoying wonderful refreshments! Only $35.00per person. Conference attendees and guest areall welcome.

Be one of the first 50 public agency engineers toregister and pay only $395 to register for theconference. (If you are not among the first 50registrants, we will notify you before completingyour registration at the regular rate.)

Register on or before September 12, 2003 andreceive the early-bird conference rate of $475.

Register after September 12, 2003, pay the fullconference rate of $525.

HOUSING AND TRANSPORTATION

Participants are responsible for making their ownhousing and transportation arrangements. Foryour convenience, a block of rooms have beenheld through October 1st at the Hilton NewYork. To reserve one of these rooms, call(800)HILTONS; state that you are attending theNYC Bridge Conference to obtain the specialsingle or double room rate of $195 +tax/night.Extra person charge is $20. These rates will beoffered based on availability, 2 days before and 2days after the conference.

REGISTRATION CONFIRMATION

A card will be sent to you confirming yourconference and/or cruise registration. Details,including directions to the pier, will also be sentto those registered for what will again be anunforgettable bridge cruise and tour. Visitwww.bridgeengineer.org for conference details andprogram updates.

Questions regarding registration, please [email protected].

Questions regarding the program or conferencesponsorship, contact Khaled Mahmoud at:

[email protected] [email protected]

REGISTRATION FORM

2003 NEW YORK CITY BRIDGE CONFERENCEOCTOBER 20-21, 2003 at the Hilton New York

Full Name:

Title:

Name for ID Badge:

Home Address:

State Zip: Country:

Employer:

Employer Address:

State Zip: Country:

Daytime Telephone: Fax Number:

email:

REGISTRATION FEES: Amt. Enclosed

(includes conference proceedings, lunches, and refreshment breaks)

REGISTER ON OR BEFORE SEPT. 12, 2003:General Admission $475 ________Public Agency Engineer Fee (first 50 registrants) $395 ________

REGISTER AFTER SEPT. 12, 2003:General Admission $525 ________Public Agency Engineer Fee $445 ________

Cruise/Bridge Tour $35/pp ________

(please list additional cruise tour guests if applicable)

TOTAL AMOUNT ENCLOSED $________

PAYMENT METHOD:

Purchase order/check made payable to: Bridge Engineering Association.

Please Note: No credit card payments will be accepted.

Please read & sign below that you understand and agree to the following statement:

I understand that a refund will be granted only if the request is received in writing by 9/12/03.

Signature Date

Mail registration form and payment to:

BRIDGE ENGINEERING ASSOCIATION 1501 Broadway, Suite 310

New York, NY 10036

2003 NEW YORK CITY BRIDGE CONFERENCE - October 20th-221st at the Hilton New York, 1335 Avenue of the Americas - New York City

KEYNOTE SESSION

Methodology for Assessing Risk and Prioritizing Security Improvementsfor Bridges Francis J. Lombardi, PE, Chief Engineer, The PortAuthority of New York & New Jersey

The Millau Cable-SStayed Bridge in Central France Michel Virlogeux,Consulting Engineer and Designer, France

Seismic retrofit design of large cable-ssupported bridges in Tokyo Yozo Fujino, University of Tokyo

The Stonecutters Bridge: Pushing the Limit Naeem Husssain, Arup

The Erection of Cable-SSuspended Bridges Holger S. Svensson,Leonhardt, Andrä und Partner, Germany

CABLE-SUPPORTED BRIDGES (I)

The Design & Construction of the New Carquinez Strait SuspensionBridge T. Spoth, K. Serzan and D. Khazem, Parsons

The East 153rd Street Bridge - New York City's First Vehicular CableStayed Bridge Alim Baycora, CTE, Ali Mallick, NYCDOT, Jeffrey Han,Tim Jester, Daniel Frankfurt, P.C.

Simon Kenton Suspension Bridge Deck Replacement Analysis B. Robson, Palmer Engineering, Winchester, Kentucky and K.Mahmoud, Hardesty & Hanover, LLP, New York, New York

Developments in Concrete Cable-SStayed Bridges in the United StatesMarcos Loizias, Jacobs Civil, Inc

CABLE-SUPPORTED BRIDGES (II)

Wind effects on the existing and proposed new Tacoma Narrowsbridges Peter Irwin, Stoyan Stoyanoff and Jiming Xie, RWDI, Canada

Effectiveness of Fairings on a Suspension Bridge Harold R. Bosch,Director, FHWA Aerodynamics Laboratory

Transient Response Simulation of a Composite Material Footbridge toCrossing Pedestrians P. Fanning, P. Archbold University College Dublin,Ireland and A. Pavic, University of Sheffield

Design of the Main Suspension Cable for the New San Francisco -Oakland Bay Bridge Marwan Nader, John Sun and RafaelManzanarez, T.Y. Lin International

BRIDGE ANALYSIS & DESIGN (I)

Innovation in Movable Bridges: Sophisticated Design and Analysis withan Eye on Tradition T. Zordan, B. Briseghella, E. Siviero, UniversityInstitute of Architecture in Venice (IUAV), Italy and M. Pircher, M.Wallner, Technical University of Graz (TUG), Austria

Ductility and strength of plate girders with holes in the tension flangeS. A. Alstade and R.J. Dexter, University of Minnesota

Bridge Design: Load Interaction Mark Roche and Agnus Low, Arup

Effect of Skew and Curvature on Steel Girders Sena Kumarsena,HNTB Corp.

BRIDGE ANALYSIS & DESIGN (II)

Hoan Bridge Brittle Fracture and Retrofit Design B. Sivakumar, EliKhoury, Lichtenstein Consulting Engineers, J. Fisher, Lehigh Universityand W. Wright, FHWA

Bridge Selection Process for the I-770 Mississippi River Bridge in St.Louis J. Kulicki, T. McMeans and W. Marianos, Modjeski & Masters

The Woodrow Wilson Memorial Bridge: A New Generation of ArchSignature Structure Serafim Arzoumanidis and Greg Shafer, ParsonsCorporation

LFRD Refined Analysis Used to Check Inverset Design Kenneth A.Clausen, Dewberry-Goodkind, Inc.

SEISMIC ANALYSIS, DESIGN & RETROFIT (I)

Liquefaction Assessment Methodologies for Seismic Bridge Design andtheir Application to New York City Projects S. Nikolaou, P. Deming,and P. Edinger, Mueser Rutledge Consulting Engineers

Seismic Analysis and Design Approach for the New Tacoma NarrowsSuspension Bridge Michael H, Jones, HNTB Corp.

Seismic Analysis of Movable Bridges N. Altebrando, B. Yin, C. Birnstieland M. Ludvik, Hardesty & Hanover, LLP

Sliding Isolation Applications In The Northeastern USA Ronald J.Watson, R.J. Watson, Inc.

SEISMIC ANALYSIS, DESIGN & RETROFIT (II)

Comparative study of NCHRP Report 472 with the current AASHTOSeismic Specifications Ali Khan, STV Inc.

Seismic Retrofit of Bridge Steel Truss Pier Anchorage ConnectionsMichel Bruneau and Michael Pollino, University at Buffalo

Seismic Retrofit of A Historic Three-HHinge Concrete Arch Bridge SherifS. Morcos, Ali M. Hamza, John C. Koo, HDR Engineering, Inc.

A Simple Procedure for Evaluating Seismic Isolation in Bridges M.Jacak, Seismic Energy Products, LP, Alameda, California, USA

MOVABLE BRIDGES

Vessel Collision and Pier Protection for the New Wittpenn Vertical LiftBridge Dayi Wang and Lynne M. Baumann, Jacobs Civil, Inc. andFeraidoon Kashani, NJDOT

Utilization of Hydraulics in New and Rehabilitated Moveable BridgesEric Kelley, HNTB Corp.

Design-BBuild of a Twin Temporary Vertical Lift Bridges on Route 3Aover the Fore River, MA. Mark Joosten, Acrow Bridge

Replacement of the Third Avenue Swing BridgeSean Bluni and Paul Connolly, Hardesty & Hanover, LLP

BRIDGE CONSTRUCTION

Effects of Construction Methods on the Performance of SegmentalBridges Neil A. Shemo, DMJM HARRIS, Inc.

Applying The Principals Of Get In, Get Out, And Stay Out DesigningAnd Detailing Of Highway Structures For Rapid Construction In NewJersey H. Capers, Jr., R. Lewis and J. Lopez, NJDOT

The Construction of Boyne Bridge David Taylor, Dorman LongTechnology Ltd, United Kingdom

Structural Health Monitoring During the Construction of the EvergreenPoint Bridge (SR520) in Seattle, WAT. Weinmann, Construction Technology Laboratories, Inc.

FATIGUE, BRITTLE FRACTURE & STRESSCORROSION

Failure Analysis of the Hoan Bridge Fractures W.J. Wright, FHWA, J.W.Fisher and E. Kauffmann, Lehigh University

Assessing Remaining Fatigue Life of Existing Riveted Steel BridgesY. Edward Zhou, URS Corp.

Fracture Analysis and Retrofit Design for the I-995 Bridge over theBrandywine River M. Chajes, D. Mertz, University of Delaware, H.Roecker and J. Milius, DMJM Harris

Dehumidification of Bridge Anchorages to Prevent Cable WireCorrosion Aris Stathopoulos, MTA Bridges and Tunnels

CONCRETE SEGMENTAL BRIDGES

The role of construction methods on the conceptual design of a seg-mental prestressed RC bridge M. Arici, S. Bullo, R. Di Marco and M.F.Granata, University of Palermo - DISeG, Italy

Durability of Post-TTensioned Concrete Bridges R. Poston, WDP &Associates, Austin, Texas and K. Frank, The University of Texas, Austin,Texas

Corrosion Evaluation of Post-TTensioned Draped Tendons on the MidBay Bridge in Destine, Florida S. Venugopalan, Exponent FailureAnalysis and W. Hartt, Florida Atlantic University

Design of the Victory Bridge Replacement for NJ DOT - features440'precast main spans Jose M. Rodriguez, FIGG Bridge Engineers

BRIDGE HEALTH MONITORING & MANAGEMENT (I)

Long-tterm Remote Monitoring of Prototype Orthtoropic Deck Panels onthe Bronx Whitestone Bridge for Fatigue Evaluation R. Connor, S.Richards and J. Fisher, Lehigh University

Sensing Systems for Bridges: An Assessment of the State of the ArtDimitri A. Grivas, Rensselaer Polytechnic Institute and Maria E. MoreyraGarlock, Princeton University

Structural Health Issues for FRP Bridge Decks S. Alampalli, NYSDOTand M. Ettouney, Weidlinger Associates

An Information System for Bridge Life Cycle Assessment Kirk Huang,New York State Thruway Authority, Yung-Ching Shen, Siena College,and Larry J. Feeser, Rensselaer Poytechnic Institute.

BRIDGE HEALTH MONITORING & MANAGEMENT (II)

Advancement in Bridge Components and Structural Health MonitoringSystems with Case Studies A. Lewis and T. Weinmann, ConstructionTechnology Laboratories, Inc.

East River Bridges Preventive Maintenance Program Michael Hershey,Hardesty & Hanover, LLP and Mo Sharif, NYCDOT

Probabilistic Assessment of the Subsurface Condition of Bridge DecksUsing GPR H. Shin and D. Grivas, Rensselaer Polytechnic Institute

Suspension Bridge Service Life Issues: An Owner’s Perspective B.P.Silberfarb, J. Chang & L.R. Taylor, MTA Bridges and Tunnels, New York,New York, USA

ADVANCED MATERIALS

Thin Bonded Steel Deck Overlay System Based on ReactiveMethacrylate Resins Michael Olbrich, Röhm GmbH & Co. KG,Germany

High Performance Lightweight Concrete Bridges in Norway - A ReviewPer Fidjestol, Elkem ASA Materials, Norway

High Performance Steel for Highway Bridges Vasant C. Mistry, FederalHighway Administration

Diagnostic Testing and In-SService Performance Monitoring of a CFRPReinforced HPC Bridge Deck M. Bowman, SUBMEPP Activity - Dept. ofNavy, Kittery, ME, J. Yost, Villanova University, Villanova, PA, R. Steffen,William Kreysler & Assoicates, Inc., American Canyon, CA and C.Goodspeed, University of New Hampshire, Durham, NH

BRIDGE REHABILITATION (I)

Eklutna River Bridge Rehabilitation Shawn E. Tunstall and Brian J. Leshko,HDR Engineering, Inc.

Orthotropic Deck Panel Fabrication and Installation for the TriboroughBridge James Valenti and Brendan Scahill, Greenman-Pedersen, Inc.

Rehabilitation of City of Chicago's Skyway Toll Bridge Brad Radovich, CTE

East-HHalf Replacement of the Hood Canal Bridge P. Clarke,Washington Department of Transportation and M. Abrahams, ParsonsBrinkerhoff

BRIDGE REHABILITATION (II)

The Case of the Case Bridge Niket M. Telang and Armin B. Mehrabi,Construction Technology Laboratories, Inc.

Rehabilitation of Metro-NNorth and Bronx River Bridge Ted Henning,Parsons and Peter Pappas, Metro-North Railroad

Rehabilitation of Three East Pine Street Bridges Philip Swanton,Dewberry

Widening and Rehabilitation of I-881 Bridges, Rockingham County,Virginia R. Penmatsa, DMJM Harris, T. Barati, VDOT and E. AlanSaunders, DMJM Harris

INNOVATIVE BRIDGE TECHNOLOGY

The Federal Highway Administration's Vision for a Bridge TechnologyProgram Steven B. Chase, Technical Director for Bridges, FederalHighway Administration

Composite Structures for the Future Raymond McCabe, HNTB Corp.

Prefabricated Bridge Innovations Ronald D. Medlock and GreggFreeby, Texas DOT, Bridges

US 20 over the Mississippi: Tied Arch Technology for the 21st CenturyPatrick Cassity, Parsons

OPEN SESSION

New Jersey's First High Performance Steel bridges H. Capers, Jr., R.Lewis and J. Lopez, NJDOT

Preferred Practice for Fabrication of Curved Steel Girders AntoineGergess, University of Balamand, Lebanon

New Grouting System for Cable-SStayed Bridges Jesus M. Rohena,FHWA Resource Center

Construction of the Hangzhou Bay Crossing, China Beile Yin, Hardesty& Hanover, LLP, and Mingshan Fang, EHHBB, Ning Bo, China andAndrew Herrmann, Hardesty & Hanover, LLP

Crosswicks Creek Bridge Timber Trestle Design Respects History whileUpgrading Capacity Lori J. Gale, Parsons Brinckerhoff

How Bridges Affect Ride Quality on Ohio’s Interstate Highway SystemB.L. Schleppi, Ohio Department of Transportation, Office of PavementEngineering

TECHNICALPROGRAM

KEYNOTESESSION

PLAN YOUR DAYS

P: 212-944-1150, F: 212-391-0297

TECHNICALPROGRAM

KEYNOTESESSION

PLAN YOUR DAYS

P: 212-944-1150, F: 212-391-0297

bridge engineering association bridge … · technical program the 2003 new york city bridge...

Documents