ibc 1984 – 1990 table of contents

Papers presented at the International Bridge Conference June 4,5,6,1984

KEYNOTE SESSION Steven J. Fenves, Session Chairman, Carnegie-Mellon University, Pittsburgh, Pennsylvania

Joel I. Abrams, Session Chairman, University of Pittsburgh, Pittsburgh'; Pennsylvania CLIMATE, NOURISHMENT AND INCENTIVE FACTORS IN INNOVATION

Charles Scheffey, Federal Highway Administration, Washington, D.C., (IBC-84-1) ..... .......... . ..... .......... ... .. 1 FATIGUE AND FRACTURE IN STEEL BRIDGES

John W. Fisher and Dennis R. Mertz, Fritz Engineering Laboratory, Lehigh University, Bethlehem, Pennsylvania, (I BC-84-2) 10

CASE HISTORIES OF BRIDGE REHABILITATION Stephen H. Dake, Session Chairman, Dick Corp., Pittsburgh, Pennsylvania

JACKS RUN BRIDGE REPLACEMENT FAST DESIGN Laurence G. Holt, Michael Baker, Jr., Inc., Beaver, Pennsylvania, (IBC-84-3) ............... ... ....................... 22

FRANKFORD ELEVATED RECONSTRUCTION PROJECT John Swindlehurst, Parsons, Brinckerhoff, Quade and Douglas, Inc., Philadelphia, Pennsylvania, (IBC-84-4) .......... 26

MODIFICATION OF BLACK LANE ROAD OVER FAI-55/70 J. Richard McCoy, and Leo A. Podlasek, Tornrose, Campbell and Associates, Inc., Chicago, Illinois, (IBC-84-4) .... : .... 34

PRECAST POST-TENSIONING ACCOMMODATES TRAFFIC FOR OHIO RIVER BOULEVARD BRIDGE REHABILITATION William L. Smyers, Michael Baker, Jr., Inc., Beaver Pennsylvania, (IBC-84-6) ... .......... ............ . .......... . .... 38

JACKING THE LIBERTY BRIDGE SUPERSTRUCTURE Nelson E. Kittredge, Salvucci and Associates, Inc., Pittsburgh, Pennsylvania, (IBC-84-7) ...... . ............. . ........ 42

INTERDISCIPLINARY APPROACH TO BRIDGE DECK REPLACEMENT AND WIDENING OF WOODROW WILSON MEMORIAL BRIDGE

James G. Lutz and Norman M. Lawler, Greiner Engineering Sciences, Inc., Baltimore, Maryland, (IBC-84-8) ........... 53

INNOVATIVE BRIDGES Ernest A. Dozzi, Session Chairman, Richardson Gordon & Associates, 'Pittsburgh, Pennsylvania

OPTIMIZATION IN THE DESIGN AND CONSTRUCTION OF THE SUNSHINE SKYWAY BRIDGE - FLORIDA'S FIRST J

CABLE-STAYED BRIDGE Jean M. Muller, Figg and Muller Engineers, Inc., Tallahassee, Florida, (IBC-84-9) ..................................... 59

THE DEVELOPMENT OF THE WEIRTON-STEUBENVILLE BRIDGE DESIGN William R. Kozy and Russell J. Kolmus, III, Michael Baker, Jr., Inc., Beaver, Pennsylvania, (IBC-84-10) ..... ........... 61

PRESTRESSED COMPOSITE STEEL BRIDGE DESIGN AND CONSTRUCTION Stanley Grossman, Grossman and Keith Engineering Co., Norman, Oklahoma, (IBC-84-12) .................... . . . ... 68

THE TENSION ARCH CONCEPT Sam Bonasso, Alpha Associates, Inc., Morgantown, West Virginia, (IBC-84-13) . .................................. . .. 78

IN-SERVICE EVALUATION OF PRECAST CONCRETE ARCHES Neal FitzSimons, Engineering Counsel, Kensington, Maryland, (IBC 84-14) ...... . ................................. .. 85

SUBSTRUCTURES Archie M. Richardson, Session Chairman, Green International, Pittsburgh, Pennsylvania

DESIGN AND PERFORMANCE OF REINFORCED EARTH BRIDGE ABUTMENTS Philip D. Egan, The Reinforced Earth Co., Arlington, Virginia, (IBC 84-15) ........... ............................... 92

SOME NEW APPROACHES TO SUBSTRUCTURE DESIGN USING PRECAST CONCRETE COMPONENTS Johann F. Szautner, Cowan Associates, Inc., Quakertown, Pennsylvania, (IBC-84-Hi) .............. . ... .......... . .. 99

PRELOADING BRIDGE APPROACH FILLS ON COMPRESSIBLE SOILS Daniel P. LaGatta and Karl Dalenberg, Geotechnical Engineers, Inc., Winchester, Massachusetts, (IBC-84-17) .. . . . . . 105

PIER STABILIZATION ON DOOKER'S HOLLOW BRIDGE Dennis L. Boley, Nicholson Construction Co., Bridgeville, Pennsylvania; John F. Graham, Jr. and Herbert C. Higginbotham, II, Department of Engineering and Construction, Allegheny County, Pittsburgh, Pennsylvania, (IBC-84-18) . ............... . ................. " ........................................ 113

CONSTRUCTION CONTROL TO REDUCE PILE DOWNDRAG Umakant Dash, Pennsylvania Department of Transportation, Harrisburg, Pennsylvania, (IBC-84-19) ................ 122

PROPOSED METHOD FOR CONSTRUCTING DEEP FOUNDATION CAISSONS FOR SPECIAL SITUATIONS USING FLOATING REUSABLE COFFERDAMS

A. John Macchi, Macchi Engineers, Hartford, Connecticut, (IBC-84-20) ....... . . . . . ................................ 129

INNOVATIVE DECKS AND MATERIALS William R. Kozy, Session Chairman, Michael Baker, Jr., Inc. Beaver, Pennsylvania

AN ALTERNATIVE BRIDGE DECK RENEWAL SYSTEM Melvyn A. Galinat, Mitchell Fibercon Inc., Pittsburgh, Pennsylvania, (IBC-84-21) ... ; ............................... 137

DEVELOPMENT AND EVALUATION OF A LIGHTWEIGHT MODULAR UNFILLED STEEL GRID DECK WITH COMPOSITE REINFORCED CONCRETE OVERLAY

Neal H. Bettigole, N. H. Bettigole Co., Paramus, New Jersey, (IBC-84-22) ....... . ............................. . .... 141 ALUMINUM - A PROVEN BRIDGE MATERIAL

Adolph A. Trinidad, Andrews & Clark, Inc., New York, New York, (IBC-84-23) ............ . ..... . . . ...... . . " _ .... . . 145

, .

ROCKBOND: A NEW MICROSILlCA-CONCRETE BRIDGE DECK OVERLAY MATERIAL D. W. Christensen, Jr., Eigil V. Sorenson and Farrokh F. Radjy, Elborg Technology Co., Pittsburgh, Pennsylvania (IBC-84-24) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 151

THE INNOVATIVE USE OF REACTIVE RESINS FOR BRIDGE REPAIR: AN INTERNATIONAL OVERVIEW FROM FORMULATION THROUGH APPLICATION

Steve Harms, Sika Corp., Lyndhurst, New Jersey, (IBC-84-25) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 161 TEN YEARS OF BRIDGE DECK CATHODIC PROTECTION

W. H. Hooker, HARCO Corp., Medina, Ohio, (IBC-84-26) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 179

ANALYTICAL AND EXPERIMENTAL BEHAVIOR STUDIES John Flemming, Session Chairman, University of Pittsburgh, Pittsburgh, Pennsylvania

A CONTINUOUS STEEL TWO-GIRDER SYSTEM Lee W. Hartman, M.H. Soto and Paul G. Norton, Gannett Fleming Transportation Engineers, Harrisburg

Pennsylvania, (IBC-84-27) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 182 AN OPTIMIZATION MODEL FOR INCREMENTALLY LAUNCHED PRESTRESSED CONCRETE BRIDGES

Aldo Colandrea, Detroit Edison, Detroit, Michigan; Constancio F. Miranda, University of Detroit, Detroit, Michigan, (IBC-84-28) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 191 �

COMPARISON OF HAUNCH ED AND CONSTANT-DEPTH STEEL BOX BRIDGE GIRDERS J :t

T. Huang, C. K. Chuang, J. H. Daniels and B. T. Yen, Lehign University, Bethlehem, Pennsylvania, (IBC-84-29) . . . . . . . 197 } BEHAVIOR OF TRUSS BRIDGES AS THREE DIMENSIONAL STRUCTURES ti

Chun K. Seong, Charles Quandel, Ind., Pottsville, Pennsylvania; � Bruce A. Ward, E.C. Jordan Company, Portland, Maine ,I

B.T. Yen and John Fisher, Lehigh University, Bethlehem, Pennsylvania, (IBC-84-30) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 203 INVESTIGATION OF TRANSVERSE STRESSING OF CONCRETE BRIDGE DECKS

Erik Moll and R.G. Drysdale! McMaster University, Hamilton, Ontario, (IBC-84-31) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 208 F

I PLANNING, INSPECTION AND RATING Jerry Johnson, Session Chairman, Pennsylvania Department of Transportation, Pittsburgh, Pennsylvania

CRITERIA FOR DETERMINATION OF BRIDGE NEEDS Orville W. McCafferty, Jr., Illinois Department of Transportation, Springfield, Illinois, (IBC-84-33) . . . . . . . . . . . . . . . . . . . . 215

A POLICY/PROGRAM APPROACH TO BRIDGE REHABILITATION VS. REPLACEMENT Ramankutty Kannankutty and Robert S. Morgan, City of Minneapolis, Minneapolis, Minnesota, (IBC-84-34) . . . . . . · . . ·222

BRIDGE RATING AND ANALYSIS OF STRUCTURAL SYSTEMS - RECENT ENHANCEMENT OF BRASS J.A. Puckett, University of Wyoming, Laramie, Wyoming; D.A. Glandt, Wyoming State Highway Department, Cheyenne, Wyoming, (IBC-84-35) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 228

EVALUATING BRIDGE OVERLOADS USING THE FINITE ELEMENT METHOD Clifford O. Hays, Jr., University of Florida, Gainesville, Florida, (IBC-84-36) . . . . . . . . .. . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 232

FINITE ELEMENT ANALYSIS OF HIGHWAY BRIDGES Celal N. Kostem, Lehigh University, Bethlehem, Pennsylvania, (IBC-84-37) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 239

THERMOGRAPHIC DIAGNOSIS OF BRIDGE DECK DELAMINATION Edward R. Schaufler, Infra-Red Scanning Services, Beaver, Pennsylvania, (IBC-84-38) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 247

COATINGS Richard R. Hergenrother, Session Chairman, Mobay Chemical Co., Pittsburgh, Pennsylvania

IS TOTAL SHOP PAINTING REALLY THE WAY TO GO? Eric S. Kline, Dwight G, Weldon and Richard O. Lackey, KTA-Tator, Inc., Pittsburgh, Pennsylvania (I BC-84-40) · . . . . . . 252

WHAT IS INSPECTION WORTH? W. W. Kaminski and J.R. Allen, E. !. duPont Nemours & Co., Wilmington Delaware, (IBC-84-41) . . . . . . . . . . . . . . . . . . . . . . . . 261

NEW URETHANE COATING SYSTEMS FOR BRIDGES P. Richard Hergenrother and Jack J. Bracco, Mobay Chemical Co., Pittsburgh, Pennsylvania, (IBC-84-42) . . . . . . . . . . . . . 266

URETHANE PAINTING IN PITTSBURGH John F. Graham, Jr., Dept. of Engineering & Construction, Allegheny County, Pittsburgh, Pennsylvania, (IBC-84-43) . . 292

BRIDGE PAINTING COSTS Gordon H. Brevoort, Sigma Coatings, Garfield, New Jersey; Paul Thomarios, Thomarios Painting, Akron, Ohio, (IBC-84-44) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 299

; i

Papers presented at the International Bridge Conference June 17, 18 & 19, 1985

KEYNOTE SESSION

Steven J. Fenves, Session Chairman, Carnegie-Mellon University, Pittsburgh, Pennsylvania Joel I. Abrams, Session Chairman, University of Pittsburgh, Pittsburgh, Pennsylvania

CURRENT AND FUTURE FUNDING OF BRIDGES L.P. Lamm, Federal H ighway Administration, Washington, D.C. (IBC-85-1) ................................................... 1

BRIDGE REHABILITATION-CONSTRUCTION VIEW EXPEDITING BRIDGE REDECKING Robert L. Nickerson, Office of Structures, Federal Highway Administration, Baltimore, Maryland (IBC-85-3) ............... ;.. 5

DESIGN TECHNIQUES FOR REHABILITATION

James D. Dwyer, Session Chairman, American Bridge Division, U.S. Steel Corporation, Pittsburgh, Pennsylvania EXPERIENCES IN BRIDGE STRENGTHENING BY POST-TENSIONING

F.w. Klaiber, B.L. Beck, K.F. Dunker, w.w. Sanders, Jr., Iowa State University, Ames, Iowa, (IBC-85-4) ....................... 10 BASE ISOLATION-AN INNOVATIVE REHABILITATION TECHNIQUE FOR EARTHQUAKES

Ronald L. Mayes, Lindsay R. Jones, Trevor E. Kelley, Martin A. Button, Dynamic Isolation Systems, Inc., Berkeley, California, (IBC-85-5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15

NEW SUSPENSION BRIDGE CONCEPTS APPLIED TO BRIDGE REPAIRS M.O. Elkow, Consulting Engineer, Princeton, New Jersey, (IBC-85-6) .......................................................... 23

ADDITIONAL MASS METHOD-A NEW APPROACH TO SUSPENSION BRID,GE REHABILITATION Tadaki Kawada, Kawada Industries, Inc., Tokyo, Japan; Atsushi Hirai, University of Tokyo, Tokyo, Japan (IBC-85-7) ......... 28

REINFORCEMENT OF A PRESTRESSED CONCRETE CONSTRUCTION: THE BOIVRE VIADUCT S. Barbaux, C. Prudhomme, Compagnie Financiere et Industrielle des Autoroutes, Paris, France, (IBC-85-8) ................. 36

BRIDGE COMPONENT REHABILITATION

Peter Florian, Session Chairman, Department of Engineering and Construction, Allegheny County, Pittsburgh, Pennsylvania MODULAR BRIDGE DECK SYSTEMS FOR REDECKING OR NEW BRIDGE CONSTRUCTION

Michael S. Stenko, Arthur M. Dinitz, Joseph P. Bilotti, Transpo Industries, Inc., N ew Rochelle, New York, (IBC-85-9) ......... 43 ADDING REDUNDANCY TO FRACTURE CRITICAL 2-EYEBAR MEMBERS IN A CANTILEVER TRUSS BRIDGE

Robert W. Bondi, Michael Baker, Jr., Inc., Beaver, Pennsylvania, (IBC-85-10) ................................................. 47 CURRENT STATE OF THE ART REHABILITATION UTILIZING ELASTOMERIC CONCRETE EXPANSION JOINT TRANSITION

Stephen R. Pabst, Gary A. Busch, Watson Bowman & Acme Corporation, Amherst, New York, (IBC-85-11) ................... 54 REHABILITATION OF BRIDGES UTILIZING THE SHEAR INHIBITED DISC BEARING

Ronald J. Watson, Watson Bowman & Acme Corporation, Amherst, New York, (IBC-85-12) ................................... 61 PORTLAND STREET OVER SOUTH CAPITOL STREET

.

J.w. H arland, loR. Parekh, Byrd, Tallamy, MacDonald & Lewis, Div. of Wilbur Smith Associates, Falls Church, Virginia, (IBC-85-13) ............................................................................................ 67

INSPECTION AND PROGRAMMING

Roger Carrier, Session Chairman, Chambers Development Corporation, Pittsburgh, Pennsylvania BIENNIAL BRIDGE INSPECTION

Avanti C. Shroff, Iffland Kavanagh Waterbury, P.C., New York, New York, (IBC-85-14) ......................................... 79 PROGRAM TO ACHIEVE UNIFORM RATINGS IN BRIDGE INSPECTION

Jeffrey J. Campbell, P.E., Michael Baker, Jr., Inc., Beaver, Pennsylvania, (IBC-85-15) ......................................... 90 MICROCOMPUTER VERSION OF BRIDGE RATING AND ANALYSIS OF STRUCTURAL SYSTEMS (BRASS-PC)

JA Puckett, L.A. Reasch, University of Wyoming, Laramie, Wyoming; C.H. Wilson, Wyoming State Highway Department, Cheyenne, Wyoming, (IBC-85-16) ........................................ 97

THE USE OF THE TWO DIMENSIONAL GRID FOR THE DESIGN, RATING AND REHABILITATION OF BRIDGE STRUCTURES

Chung C. Fu, Bechtel Corporation, Silver Spring, Maryland; Mehmet A. Sahin, University of Maryland, College Park, Maryland, (IBC-85-17) .......................................................................................... 101

NONDESTRUCTIVE TEST METHODS

William Poellot, Jr., Session Chairman, Richardson, Gordon & Associates, Pittsburgh, Pennsylvania ON-SITE MODAL ANALYSIS-A NEW, POWERFUL INSPECTION TECHNIQUE

Bruce J. Morgan, Ralph G. Oesterle, Construction Technology Laboratories, A Division of the Portland Cement Association, Skokie, Illinois, (IBC-85-19) .................................................................... 108

NONDESTRUCTIVE TEST METHODS FOR EVALUATION OF EXISTING CONCRETE BRIDGES Leonid Mikhailovsky, Alberta Transportation, Edmonton, Canada; Andrew Scanlon, University of Alberta, Edmonton, Canada, (IBC-85-20) .............................................................................................. 115

EVALUATION OF BRIDGE DECK CONDITION BY THE USE OF THERMAL INFRARED AND GROUND-PENETRATING RADAR

James T. Kunz, Jerry W. Eales, Donohue & Associates, Inc., Milwaukee, Wisconsin, (IBC-85-21) .............................. 121 INTEGRATION OF GEOPHYSICAL TECHNIQUES AND DIRECT INSPECTION FOR BRIDGE DECK EVALUATION: MARKET STREET BRIDGE

Frank W. Sames, Charles H. Quandel Associates, Pottsville, Pennsylvania; Vincent J. Murphy, Weston Geophysical Corporation, Westboro, Massachusetts; Foster C. Sankey, Pennsylvania Department of Transportation, Scranton, Pennsylvania (IBC-85-22) .......... :............................................................... 128

·· c· "'_.

INSTRUMENTATION OF THE EAST HUNTINGTON BRIDGE George J. Murnen, Paul F. Laubenthal, The University of Toledo, Toledo, Ohio, (IBC-85-23) .................................. 135

COATINGS AND OVERLAYS

Jack J. Bracco, Session Co-Chairman, Mobay Chemical Corporation, Pittsburgh, Pennsylvania Bernard Appleman, Session Co-Chairman, Steel Structures Painting Council, Pittsburgh, Pennsylvania

EVALUATION OF WET ABRASIVE BLASTING EQUIPMENT Joseph A. Bruno, Steel Structures Painting Council, Pittsburgh, Pennsylvania, (lBC-85-24) ................................... 142

FIVE-YEAR BRIDGE CORROSION STUDY USING NON-LEAD, NON-CHROMATE INHIBITORS Dennis L. Dalton, Buckman Laboratories, Memphis, Tennessee; Leo C. Stevens, Jr., Massachusetts Dept. of Public W orks, W ellesley Hills, Massachusetts, (IBC-85-25) .................................................................... 148

AN OVERVIEW OF 1978 BRIDGE PROJECT AND UPDATE ON CURRENT URETHANE COATING TECHNOLOGY

James M. Klotz, Coatings for Industry, Inc., Souderton, Pennsylvania, (IBC-85-26) ............................................ 154 UPGRADING FIELD-AGED ALKYD BRIDGE COATING SYSTEMS

Eric S. Kline, W illiam D. Corbett, KTA-Tator, Inc., Pittsburgh, Pennsylvania, (IBC-85-27) ...................................... 157 SINGLE SOURCE RESPONSIBILITY FOR BRIDGE PAINTING-A CASE HISTORY OF THE NEWPORT BRIDGE

Cris K. Conner, Thomas A. Calzone, Carboline Company, St. Louis, Missouri, (IBC-85-28) ................................... 163 THIN POLYMER CONCRETE BRIDGE DECK OVERLAYS AND THE BROOKLYN BRIDGE

E.J. Scarpinato, Dural International Corporation, Deer Park, N ew York, (IBC-85-29) .......................................... 165

ANALYTICAL AND FIELD EVALUATIONS

Charles I. Homan, Session Chairman, Michael Baker, Jr., Inc., Beaver, Pennsylvania FORCES AND DISPLACEMENTS OF DIAPHRAGM MEMBERS IN A MUL TIGIRDER STEEL BRIDGE

J.J. Lee, B.T. Yen, J.w. Fisher, Fritz Engineering Laboratory, Lehigh University, Bethlehem, Pennsylvania; C. Castiglioni, Poly technical University, Milan, Italy, (IBC-85-30) .............................................................. 170

STRUCTURAL RESPONSE OF A CONTINUOUS STEEL HIGHWAY BRIDGE Craig Menzemer, Celal N. Kostem, John W. Fisher, Fritz Engineering Laboratory, Lehigh University, Bethlehem, Pennsylvania, (IBC-85-31) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 176

STRUCTURAL RESPONSE OF SIMPLE SPAN BRIDGES TO NONSTANDARD VEHICLES Panos Papavizas, Celal N. Kostem, Lehigh University, Bethlehem, Pennsylvania (IBC-85-33) ................................. 184

EXPERT SYSTEMS FOR BRIDGE ENGINEERING Tommaso Pagnoni, Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge, Massachusetts, (IBC-85-34) ...................................................................................... 189

BIDDING AND CONSTRUCTION TECHNIQUES

Stephan H. Dake, Session Chairman, Dick Corporation, Pittsburgh, Pennsylvania ALTERNATE BIDDING ON BRIDGES, A CONTRACTOR'S PERSPECTIVE

Harry W. Merz, Jr., IA Construction Corporation, Concordville, Pennsylvania, (IBC-85-35) .................................... 199 ALTERNATE SOLUTIONS FOR SIMPLE SPAN BRIDGES

Dennis L. Boley, Daniel D. Uranowski, N icholson Construction Company, Pittsburgh, Pennsylvania, (IBC-85-36) ............. 203 BRIDGE DECK REPLACEMENT: CHANGE FROM CAST-IN-PLACE TO PRECAST

Thomas A. Fisher, Steinman Boynton Gronquist & Birdsall, Philadelphia, Pennsylvania (IBC-85-37) .......................... 210 PIN REPLACEMENT ON A 100-YEAR-OLD WHIPPLE TRUSS BRIDGE

Robert W. Bondi, P.E., Michael Baker, Jr., Inc., Beaver, Pennsylvania (IBC-85-38) ............................................. 218


KEYNOTE SESSION Stephan H. Dake, Session Chairman, Dick Corporation, Pittsburgh, Pennsylvania

INNOVATION: KEY TO FLORIDA'S BRIDGE SUCCESS Thomas Drawdy, Secretary of Transportation, Florida Department of Transportation (IBC-86-1) .............................. 1

PRESENTATION ON THE GRAMM-RUDMAN ACT AND THE FUTURE OF FEDERAL SPENDING ON BRIDGES AND HIGHWAYS

Phil W. Haseltine, Deputy Assistant Secretary, Policy & International Affairs Department of Transportation, Washington, DC (IBC-86-2) (Note: This paper not included in 19861BC Proceedings.)

NATIONAL CURRENT ISSUES AFFECTING THE DESIGN COMMUNITY Dr. Thomas Larson, President, American Association of State Highway and Transportation Officials, Washington, D.C. (lBC-86-3) .............................................................................................. ,'... 5

FEATURED STATE SESSION-FLORIDA: FLORIDA DEPARTMENT OF TRANSPORTATION Carl Angeloff, Session Chairman, American Institute for Steel Construction, Pittsburgh, Pennsylvania

FLORIDA'S BRIDGES-DESIGN, CONSTRUCTION & MAINTENANCE William F. Ventry, P.E., Florida Department of Transportation, Tallahassee, Florida (IBC-86-4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11

FLORIDA'S APPROACH TO BRIDGE MANAGEMENT , Jack W. Roberts, P.E., Florida Department of Transportation, Tallahassee, Florida (IBC-86-5) ................................. 16

INNOVATIONS IN THE OPERATIONS OF NEW AND REHABILITATED MOVABLE BRIDGES William J. Doherty, P.E., Florida Department of Transportation, Tallahassee, Florida (IBC-86-6) .............................. 24

CRACKING SHEAR CAPACITY OF PRESTRESSED CONCRETE BEAMS Paul F. Csagoly, P.E., William N. Nickas, Henry T. Bollman, P.E., Florida Department of Transportation, Tallahassee, Florida (IBC-86-7) ............................................................................................... 39

CONSTRUCTION AND ERECTION TECHNIQUES USED FOR THE CONSTRUCTION OF THE SUNSHINE SKYWAY CABLESTAY BRIDGE

William R. Trefz, P.E., Florida Department of Transportation, st. Petersburg, Florida (lBC-86-8) ............................... 51 PIER PROTECTION SYSTEM FOR THE SUNSHINE SKYWAY BRIDGE REPLACEMENT

Michael A Knott, Greiner Engineering Sciences, Inc., Tampa, Florida (IBC-86-9) ............................................. 56

CREATIVE DESIGN APPLICATIONS John F. Graham, Session Chairman, Allegheny County Department of Engineering and Construction, Pittsburgh, Pennsylvania

ALUMINUM ORTHOTROPIC BRIDGE DECK SYSTEM J. Robert Stemler, Aluminum Company of America, Alcoa Center, Pennsylvania (IBC-86-10) ................................. 62

DESIGN AND CONSTRUCTION DEVELOPMENTS FOR THE CONCRETE CABLE-STAY BRIDGE ON ROUTE 295 OVER JAMES RIVER

Linda Figg-McCaliister, Figg and Muller Engineers, Inc., Tallahassee, Florida; Jean M. Muller, Figg and Muller Engineers, Inc., Paris, France (IBC-86-11) .................................................... 67

NEW DESIGN OF OVERPASS STRUCTURES ON WORKING HIGHWAYS USING STEEL AND PRESTRESSED CONCRETE

A Attal, Fougerolle, Velizy-Villacoublay, France; F. Prudhomme, S. Barbaux, Cofiroute, Paris, France (IBC-86-12) ............................................................. 73

STEEL BOX GIRDERS WITH COMPOSITE BOTTOM FLANGES B.T. Yen, T. Huang, D. Wang, CK Chuang, J.H. Daniels, Lehigh University, Bethlehem, Pennsylvania (IBC-86-13) ......................................................................................... 79

THE EFFECTS OF HOSTILE ENVIRONMENT ON ADHESIVELY BONDED STEEL BRIDGE CONNECTIONS

K.R. Hoigard, Raths, Raths & Johnson, Inc., Willowbrook, Illinois; A Longinow, Wiss, Janney, Elstner and Associates, Northbrook, Illinois (IBC-86-14) ......................................... 87

TESTING AND INSPECTION Charles I. Homan, Session Chairman, Michael Baker, Jr., Beaver, Pennsylvania

FATIGUE CRACKING ON 1-79 BRIDGES IN WEST VIRGINIA John M. Kulicki, Richard E. Murphy, Dennis R. Mertz, Modjeski and Masters, Harrisburg, Pennsylvania; John W. Fisher, Lehigh University, Bethlehem, Pennsylvania (IBC-86-15) ..................................................... 93

FIELD STUDY OF VIBRATIONS IN A CONTINUOUS BRIDGE J.T. DeWolf, J.w. Kou, AT. Rose, University of Connecticut, Storrs, Connecticut (IBC-86-16) .......................... ,; .... 103

MEASUREMENT OF THE LENGTH OF AN EMBEDDED PILE USING A LONGITUDINAL VIBRATION METHOD

Edmond P. Ryan, J. Richard Houghton, Cheng-Hui Lin, Tennessee Technological University, Cookeville, Tennessee (IBC-86-17) ............................................................................................ 110

ASSESSMENT OF PRESTRESSED CONCRETE STRESSES BY DIRECT STRESS MEASUREMENT Timothy R. Overman, N.w. Hanson, Construction Technology Laboratories, Skokie, Illinois (IBC-86-18) ..................... 118

CABLE VIBRATION PROBLEMS AND CRACKED DIAPHRAGM WELD DETAILS ON THE 1-470 TIED-ARCH BRIDGE AT WHEELING, WEST VIRGINIA

John M. Kulicki, Boyd P. Strain, Jr., Steven W. Marquiss, Ralph J. D eStefano, Modjeski and Masters, Harrisburg, Pennsylvania (IBC-86-19) ......................................................................................... 123

WIM+RESPONSE STUDY OF FOUR IN-SERVICE BRIDGES J. Hartley Daniels, J.L. Wilson, B.T. Yen, L.Y. Lai, R. Abbaszadeh, Lehigh University, Bethlehem, Pennsylvania (IBC-86-20) ......................................................................................... 136

INNOVATIONS IN BRIDGE RECONSTRUCTION AND REHABILITATION

Joel !. Abrams, Session Chairman, University of Pittsburgh, Pittsburgh, Pennsylvania NEW ORTHOTROPIC DECK FOR THE BENJAMIN FRANKLIN BRIDGE IN PHILADELPHIA-DESIGN AND CONSTRUCTION ASPECTS

Roman Wolchuk, Weidlinger Associates, New York, New York (IBC-86-21) ................................................... 143 PRECOMPRESSED REINFORCED CONCRETE MOTORWAY BRIDGES TWENTY-FIVE YEARS' OBSERVATIONS

L. Malisardi, S.P.EA SpA, Milano, Italy; P. Marro, Turin Polytechnic, Turin, Italy (IBC-86-22) ................................. 149 RECONSTRUCTION OF THE CABIN JOHN BRIDGE

David E. Edfors, The Lane Construction Corp., Washington, D.C. (IBC-86-23) ................................................ 157 I NEW DEVELOPMENTS IN BRIDGE CATHODIC PROTECTION I' '.

W.H. Hooker, Richard Lutz, Harco Corporation, Medina, Ohio (IBC-86-24) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 161 \ A GENERIC DESCRIPTION OF POLYMERS USED FOR THE

REHABILITATION AND PROTECTION OF BRIDGES \\ Peter Mendis, Dural International Corp., Deer Park, New York (lBC-86-25) .................................................... 164 I BRIDGE STRENGTHENING AND MONITORING ON OVERLOAD HAUL ROUTE

W.J. Darnell, Ministry of Works & Development, Wellington, New Zealand (I BC-86-26) ........................................ 173

, APPLICATIONS IN DESIGN AND ANALYTICAL TEC!iNOLOGY 1\ . ' Steven J. Fenves, Session Chairman, Carnegie-Mellon University, Pittsburgh, Pennsylvania

:LATERAL TORSIONAL BUCKLING OF STEEL ARCH BRIDGES , 'BRACED WITH TRANSVERSE BARS

�, Zi-He Jia, Chong-Shien Tsai, State University of New York, Buffalo, New York (IBC-86-42) \ (Note: This paper not included in 1986 IBC Proceedings) RAILROAD BRIDGES WITH FLOOR BEAMS ENCASED IN CONCRETE DECKS

\ B.T. Yen, S. Hwang, T. Huang, J.W. Fisher, Lehigh University, Bethlehem, Pennsylvania (IBC-86-27) ......................... 181 �EDUNDANCY BY DESIGN-ITS IMPLICATIONS

,Harold R. Sandberg, Richard A. Parmelee, Alfred Benesch & Company, Chicago, Illinois (IBC-86-28) ........................ 187 STRUCTURAL RESPONSE OF STEEL MUL TIGIRDER BRIDGES WITH CRACKED GIRDERS

Thomas A. Lenox, Celal N. Kostem, Lehigh University, Bethlehem, Pennsylvania (IBC-86-29) ................................. 195 COMPUTER-AIDED SHEAR DESIGN OF PRESTRESSED CONCRETE BRIDGES

Donald E. Kruse, Brian L. Kruchoski, Howard Needles Tammen & Bergendoff, Kansas City, Missouri (IBC-86-30) ............ 205 APPROXIMATIONS AND ERRORS IN THE GRILLAGE ANALYSIS OF MUL TIBEAM BRIDGES

Celal N. Kostem, Lehigh University, Bethlehem, Pennsylvania (IBC-86-31) .................................................... 214

ADVANCES IN CONSTRUCTION TECHNOLOGY I\Peter Florian, Session Chairman, Allegheny County Department of Engineering and Construction, Pittsburgh, Pennsylvania

DESIGN AND CONSTRUCTION OF A TIE-BACK BRIDGE ABUTMENT FOR 'THE CLAIRTON-GLASSPORT BRIDGE

Victor E. Bertolina, Salvucci & Associates, Inc., Pittsburgh, Pennsylvania; Francis Mannella, Jr., Nicholson Construction Company, Bridgeville, Pennsylvania (IBC-86-32) ............................. .

PILE LOAD TESTING FOR 1-279 AND 1-579, PITTSBURGH, PENNSYLVANIA John C. Masland, James A. Langer, Gannett Fleming Geotechnical Engineers, Inc., Hardsburg, Pennsylvania (lBC-86-33) .................................................... : . .. . . . .......... . ...... . . . ... . .. . .. .

DESIGN AND CONSTRUCTION OF A 375 FOOT LONG PREFABRICATED STEEL BRIDGE FOR LINCOLN COUNTY, COLORADO

Robert A. Tallarico, P.E., Matrix Engineers, Inc., Northglenn, Colorado (lBC-86-34) .......................... ' . . . . .. . . . . .. . .. . .

, VIRGINIA'S FIRST TIEDBACK ABUTMENT , J.B. "Butch" Wlaschin, Schnabel Foundation Company, Bethesda, Maryland (IBC-86-35) .............................. ; . . . . . .

FINGER JOINTS: A HISTORICAL REVIEW OF DESIGN AND PERFORMANCE , Ronald J. Watson, Gary A. Busch, Watson-Bowman & Acme Corporation, Amherst, New York (IBC-86-36) .................. .

219

232

238

244

248

; COATINGS AND CORROSION CONTROL

\, . Paul 'J. McDermott, Session Chairman, City of Pittsburgh Department of Engrneering & Construction, Pittsburgh, Pennsylvania

MAINTENANCE PAINTING-A GUARANTEED PROTECTION PROGRAM CA Cantley, Jr., E.!. DuPont De Nemours & Co., Wilmington, Delaware (IBC-86-37) ......................................... 255

URETHANE COATINGS FOR LIMITED SURFACE PREPARATION P. Richard Hergenrother, Mobay Corporation, Pittsburgh, Pennsylvania (IBC-86-38) ... .. .. . . . . . . . . . . . . . . .. . . . . . . .. . .. . .. . .. . � 259

PREQUALIFICATION OF CONTRACTORS: ONE GIANT STEP TOWARD INCREASING THE SERVICE LIFE OF COATINGS

Eric S. Kline,] KT A-Tator, I nc., Pittsburgh, Pennsylvania; John C. Hauck, Mobay Corporation, Pittsburgh, Pennsylvania (IBC-86-39) ................................................... 272

HOT DIP GALVANIZING: A COATING FOR MAINTENANCE-FREE BRIDGES David C. Prior, American Hot Dip Galvanizers Association, Washington, D.C. (IBC-86-40) .................................... 285

EFFECTIVE CORROSION PROTECTION FOR PRESTRESSED CONCRETE Victor A. Dorsten, Hoshi Presswalla, Florida Wire and Cable Company, Jacksonville, Florida (I BC-86-41) ..................... 293

/ /

'F


Monday, June 22, 1987

KEYNOTE SESSION 'i

(These papers not published in this Proceedings )

James D. Dwyer, Session Chairman, Tensor, Inc., Pittsburgh, Pennsylvania

Robert Farris, Deputy Administrator, Federal Highway Administration Howard Yerusalim, Secretary of Transportation, Pennsylvania Department of Transportation William A. Lazarek, Deputy CommisSioner, State of Connecticut Department of Transportation Norman E. Winkler, Transportation Maintenance Engineer, New York State Department of Transportation

Luncheon and Awards Presentation: Daniel J. Hanson, Sr., President, American Road & Transportation Builders Association

FEATURED STATE SESSION FLORIDA DEPARTMENT OF TRANSPORTATION

Peter Florian, Session Chairman, Allegheny County Department of Engineering and Construction, Pittsburgh, Pennsylvania

CONNECTICUT'S COMEBACK BRIDGE RENAISSANCE Robert W. Gubala, Connecticut Department of Transportation, Wethersfield, Connecticut (IBC-87-5) ........................ .

INSPECTION OF CONNECTICUT'S BRIDGES Robert L. Thomas, Connecticut Department of Transportation, Wethersfield, Connecticut (IBC-87-6) ..... ............ ..... .. . 3

CONNECTICUT'S BRIDGE INFRASTRUCTURE DESIGN PROGRAM Clement D. Zawodniak, Connecticut Department of Transportation, Wethersfield, Connecticut (IBC-87-7 ) ........... �... . .. .. 6

CONNECTICUT'S BRIDGES-FINANCING THE DESIGN, CONSTRUCTION AND MAINTENANCE Richard J. Haley, Connecticut Department of Transportation, Wethersfield, Connecticut (IBC-87-8) .......................... 11

TRAFFIC CONSIDERATIONS FOR REHABILITATING BRIDGES Daniel L. Coffey, Connecticut Department of Transportation, Wethersfield, Connecticut (IBC-87-9) .......................... 1 4

THE PUBLIC'S HEARING William F. Voboril, Connecticut Department of Transportation, Wethersfield, Connecticut (IBC-87-10) ........................ 17

CONSTRUCTION OF CONNECTICUT'S BRIDGES _ Walter W. Cox, Connecticut Department of Transportation, Wethersfield, Connecticut (I BC-87 -11) ........................... 2 0

Tuesday, June 23,1987

MORNING SESSION "A" ENHANCING DURABILITY OF BRIDGE COMPONENTS

Herbert M. Mandel, Session Chairman, GAl Consultants, Inc., Monroeville, Pennsylvania

FIBERGLASS TENDONS FOR POST TENSIONING CONCRETE BRIDGES Lothar Preis, Bayer A G, Leverkusen, Federal Republic of Germany; Terry Bell, Mobay Corporation, Pittsburgh, Pennsylvania (IBC-87-12 ) ............................... ,.......................... 2 4

REDECKING BRIDGES WITH ORTHOTROPIC STEEL DECK PLATES Keith Cowan, The Lincoln Electric Company, Cleveland, Ohio (IBC-87-13) .................... :.............................. 32

INCREASED DURABILITY OF PREFABRICATED GRID BRIDGE DECKS Vincent N. Campisi, Exodermic Bridge Deck Institute, Inc., Hampton, New Jersey (IBC-87-14) ............................... 35

POLYMERIC FIBER REINFORCED CONCRETE (PFRC) FOR CORROSION MITIGATION Gary L. Vondran, Fibermesh,lnc., San Jose, California; Ted E. Webster, Webster Engineering Associates, Inc., Cleveland, Ohio (IBC-87-15) .......................................... 39

CONDITION SURVEY OF MODULAR EXPANSION JOINTS ON HOOSICK STREET BRIDGE Vincent Kazakavich, New York State Department of Transportation, Albany, New York (IBC-87-16) ........................... 43

FINGER JOINTS: A FURTHER EVALUATION UTILIZING THE RESULTS OF A FIELD CONDITION SURVEY ROr.lald J. Watson, Gary A. Busch, Watson-Bowman & Acme Corporation, Amherst, New York (IBC-87-17 ) ................... 49

MORNING SESSION "B" INSPECTION AND REHABILITATION

Joel I. Ab.rams, Session Chairman, University of Pittsburgh, Pittsburgh, Pennsylvania

UNDERWATER DOCUMENTATION AND SPECIAL TESTING Thomas J. Collins, Collins Engineers, Inc., Chicago, Illinois (IBC-87-18) ...................................................... 56

MONITORING MOVEMENT OF THE ZILWAUKEE BRIDGE Brian W. Ness, Michigan Department of Transportation, Lansing, Michigan (IBC-87-19) ...................................... 61

LOAD TESTING OF PILES AND DRILLED SHAFTS AT THE NEW HOWARD FRANKLAND BRIDGE James M. Sheahan, HDR Infrastructure, Inc., Pittsburgh, Pennsylvania; Patrick H. Poepsel, HDR Infrastructure, Inc., Omaha, Nebraska (IBC-87-2 0) .................................................. 65

EMERGENCY REPAIRS OF A PHOENIX TRUSS Michael A. Nathan, A.G. Lichtenstein & Associates, Inc., Langhorne, Pennsylvania; Paul C. Peterson, Delaware River Joint Toll Bridge Commission, Morrisville, Pennsylvania (IBC-87-2 1) ....................... 7 3

REHABILITATION OF A N HISTORIC STONE MASONRY BRIDGE David T. Biggs, H. Daniel Rogers, Ryan-Biggs Associates, P.C., Troy, New York (IBC-87-22) .................................. 79 �

REINFORCING HISTORIC COVERED BRIDGES H. Daniel Rogers, Ryan-Biggs Associates, P.C., Troy, New York (IBC-87-2 3) .................................................. 87

AFTERNOON SESSION "A" DESIGN, CONSTRUCTION AND EVALUATION

William Poellot, Jr., Session Chairman, HDR Richardson-Gordon, Inc., Pittsburgh, Pennsylvania DEVELOPMENT OF SELECTED CHAPTERS OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION'S DESIGN MANUAL, PART 4

John M. Kulicki, H. Eugene Waldner, Dennis R. Mertz, Scott R. Eshenaur, Modjeski and Masters, Harrisburg, Pennsylvania (IBC-87- 24) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

STACKED STEEL BEAMS ADD ECONOMY TO PRESTRESSED STEEL BRIDGE UNITS Stanley J. Grossman, Grossman & Keith Engineering Company, Norman, Oklahoma (IBC-87- 25) ........................... .

DESIGN OF THE NEW ROCHESTER-MONACA BRIDGE (FAST-TRACK USING CAPO) Harold B. Elsasser, James D. Dwyer, Tensor, Inc., Pittsburgh , Pennsylvania (IBC-87-26) ..................................... .

CONSTRUCTION OF THE CABLE-STAYED MISSISSIPPI RIVER BRIDGE AT QUINCY, ILLINOIS H. Eugene Waldner, John M. Kulicki, Modjeski and Masters, Harrisburg, Pennsylvania (IBC-87- 27 ) .......................... .

HEAVY TRUCK LIMITS ON THE NATIONAL BRIDGE INVENTORY David R. Schelling, Pedro Albrecht, Bilal Ayyub, University of Maryland, College Park, Maryland (IBC-87- 28) (This paper is not included in the Proceedings.)

EXACT ANALYSIS OF PRESTRESSED CANTILEVER BRIDGES (1987 Student Paper Award Presentation) Nicholas G. Papakonstantinou, The Ohio State University, Columbus, Ohio (This paper is not included in the Proceedings.)

AFTERNOON SESSION "8" INSPECTION PROGRAMS AND CONTRACT DOCUMENTS

Stephan H. Dake, Session Chairman, Dick Corporation, Pittsburgh, Pennsylvania

FHWA CULVERT INSPECTION MANUAL

91

105

112

119

John M. Kurdziel, American Concrete Pipe Association, Vienna, Virginia (IBC-87-29) ......................................... 130 BRIDGE INSPECTION PROGRAM FOR BALTIMORE METRO SYSTEM

Mahesh J. Sharma, Mass Transit Administration, Baltimore, Maryland (IBC-87-30) ............................................ 141 WORK-IN-PROGRESS REPOR1 BRIDGE SAFETY INSPECTION QUALITY ASSURANCE PROCEDURE PENNSYLVANIA DEPARTMEN I OF TRANSPORTATION

Ron L. Purvis, Byrd, Tallamy, MacDonald & Lewis, Div. Wilbur Smith & Associates, Falls Church, Virginia; Heinz P. Koretzky, Pennsylvania Department of Transportation, Harrisburg, Pennsylvania (IBC-87-31) ....................... 148

INSPECTION OF STEEL BRIDGES FOR CORROSION Jack Kayser, University of Michigan, Ann Arbor, Michigan; Michael A. O'Neil, Washtenaw County Road Commission, Ann Arbor, Michigan (IBC-87-32) ................................. 154

NO WEIGHT RESTRICTIONS FOR 25-YEAR-OLD TRUSS BRIDGE Timothy R. Overman, Construction Technology Laboratories, Skokie, Illinois; John M. Kulicki, Modjeski and Masters, Harrisburg, Pennsylvania (lBC-87-33) ................................................ 158

REHABILITATION CONSTRUCTION DOCUMENTS Avanti C. Shroff, Iffland Kavanagh Waterbury, P.C., New York, New York (IBC-87-34) (This paper is not included in the Proceedings.)

Wednesday, June 24, 1987 MORNING SESSION "A"

Gary L. Hoffman, Session Chairman, Pennsylvania Department of Transportation, Harrisburg, Pennsylvania HIGHWAY STRUCTURES-RESEARCH, DEVELOPMENT AND TECHNOLOGY

Robert L. Nickerson, Federal Highway Administration, MCLean, Virginia (IBC-87-35) . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . 167 BRIDGE MANAGEMENT IN PENNSYLVANIA

Richard M. McClure, The Pennsylvania State University, University Park, Pennsylvania; Heinz P. Koretzky, Pennsylvania Department of Transportation, Harrisburg, Pennsylvania (IBC-87-36) ....................... 17 1

BRIDGE REPLACEMENT COST ANALYSIS Mitsuru Saito, Kumares C. Sinha, Virgil L. Anderson, Purdue University, West Lafayette, Indiana (IBC-87-37) ................. 179

COSTS AND LIVES OF BRIDGE MAINTENANCE AND REHABILITATION PROCEDURES BY EXPERT OPINION Richard E. Wyers, Virginia Polytechnic Institute and State University, Blacksburg, Virginia; Philip D. Cady, James Canelos, Pennsylvania State University, University Park, Pennsylvania (IBC-87-38) .................... 187

CADD AS A PRODUCTION TOOL IN BRIDGE DESIGN Demetrios E. Tonias, Elias C. Tonias, Tonias Engineers, Rochester, New York; Paul J. Poirier, Louis J. Cotugno, Peter M. Melewski, New York State Thruway Authority, Albany, New York (IBC-87-39) ..... 194

ANALYSIS OF AASHTO PRESTRESS BRIDGE BEAMS USING SPREADSHEETS Lawrence John Mislinski, Blount Engineers, Inc., Detroit, Michigan (IBC-87-40) .............................................. 202

AFTERNOON SESSION "8" CORROSION AND DETERIORATION PROTECTION SYSTEMS

Richard L. Connors, Session Chairman, City of Pittsburgh, Department of Engineering &. Construction, Pittsburgh, Pennsylvania RECENT INITIATIVES IN BRIDGE PAINTING BY THE STEEL STRUCTURES PAINTING COUNCIL

Bernard R. Appleman, Steel Structures Painting Council, Pittsburgh, Pennsylvania (IBC-87-41) ............................... 209 UPGRADING FIELD-AGED ALKYD PAINT SYSTEMS: AN UPDATE

Eric S. Kline, William D. Corbett, Kenneth A. Trimber, K TA-Tator, Pittsburgh, Pennsylvania (IBC-87-42) ...................... 217 ODOT USE OF TITANIUM ANODES IN CATHODIC PROTECTION TO PREVENT CORROSION OF BRIDGE DECK REINFORCI'i\lG STEEL

Vernon Dunlap, Ohio Department of Transportation, Columbus, Ohio (IBC-87-44) ............................................ 222 ELASTOMER MODIFIED ASPHALT PAVEMENT FOR BRIDGE DECKS

David L. Wycoff, Robert A. Settineri, Royston Laboratories, Inc., Pittsburgh, Pennsylvania (IBC-87-45) ....................... 227 CORROSION PROTECTION OF REINFORCED CONCRETE WITH CHEMICAL TREATMENTS

Silvio J. San �angelo, Sika Corporation, Lyndhurst, New Jersey (IBC-87-46) (This paper is not included in the Proceedings.)

!1

I I f ! .r.


Monday, �une 13, 1988

KEYNOTE SESSION

Peter Florian, Session Chairman, Allegheny County, Department of Eng ineering and Construction, Pittsburgh, Pennsylvania

Robert L. Nickerson, Federal Highway Administration, U.S. Department of Transportation, Washington, DC (IBC-88-1) ........ . Frank Francois, Executive Director, American Association of State Highway and Transportation Officials,

Washington, DC (IBC-88-2) This paper not published in these Proceedings. .

Donald E. Orne, Assistant- Deputy Director of Highways, Michigan Department of Transportation, Lansing, Michigan (IBC-88-3) .. 4

FEATURED STATE SESSION MICHIGAN DEPARTMENT OF TRANSPORTATION


MICHIGAN BRIDGE REHABILITATION PROGRAM James D. Culp, Michigan Department of Transportation, Lansing, Michigan (IBC-88-4) This paper not published in these Proceedings.

ZILWAUKEE, A FINAL REPORT Bil Turner, Michigan Department of Transportation, Lansing, Michigan (IBC-88-5) .......................................... 8

MICHIGAN BRIDGE DESIGN COMPUTER PROGRAM Maurice Van Auken, Michigan Department of Transportation, Lansing, Michigan (lBC-88-6) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 10

THE MICHIGAN DEPARTMENT OF TRANSPORTATION RESEARCH LABORATORY - A TECHNOLOGICAL RESOURCE FOR THE DEPARTMENT'S BRIDGE PROGRAM

Charles J. Arnold, Michigan Department of Transportation, Lansing , Michigan (IBC-88-7) . , ................... ; ............. 13 GEOTECHNICAL PROBLEMS AND SOLUTIONS

Tom Coleman, Michigan Department of Transportation, Lansing, Michigan (IBC-88-8) This paper not published in these Proceedings.

A TOTAL SHOP COATING SYSTEM FOR MICHIGAN'S BRIDGES James D. Culp, Jon W. Reincke, Gary L. Tinklenberg, Michigan Department of Transportation, LanSing, Michigan (IBC-88-9) .. 18

EMERGENCY REPAIRS TO BRIDGES IN MICHIGAN Roger D. Till, Michig an Department of Transportation, Lansing, Michigan (IBC-88-10) .... ............................... ... 21

Tuesday, June 14, 1988

MORNING SESSION "A"

TESTING

. James D. Dwyer, Session Chairman, Tensor, Inc., Pittsburgh, Pennsylvania

AN OVERVIEW OF CURRENT WORLDWIDE PRACTICES FOR NONDESTRUCTIVE LOAD TESTING FOR BRIDGE RATING AND EVALUATION

Suresh G. Pinjarkar, Raths, Raths & Johnson, Inc., Willowbrook, Illinois (IBC-88-11) ....................................... 25 STRUCTURAL BEHAVIOR OF A LONG-SPAN PLATE GIRDER BRIDGE DURING PLACEMENT OF DECK

David A. VanHorn, Doobyong Bae, Ben T. Yen, Ti Huang, Lehigh University, Bethlehem, Pennsylvania (IBC-88-12) .. ........ 32 INSTRUMENTING A PERMANENTLY TIED-BACK BRIDGE ABUTMENT: PLANNING, INSTALLATION, AND PERFORMANCE

Seth L. Pearlman, NiCon Corporation, Bridgeville, Pennsylvania; Robert W. Dolence, Nicholson Construction Company, Bridgeville, Pennsylvania; Bohdan I. Czmola, James L. W ithiam, D'Appolonia, Monroeville, Pennsylvania (IBC-88-13) ......... 40

MEASUREMENT OF FORCES ACTUALLY APPLIED ON REBARS ANCHOR-BOLTS OR STRANDS WITH TENSIOMAG®

Pierre Orsat, Freyssinet Coignieres, Paris, France; Jean-Claude Bertel, Freyssinet Co., Tuckahoe, New York (IBC-88-14) ..... 51 WILLIAMSBURG BRIDGE: LOAD TEST

Naomi Zing her, Frank L. Stahl, Ammann & Whitney, New York, New York (IBC-88-15) ..................................... 57 TESTING OF CONTINUOUS PRETENSIONED GIRDERS WITHOUT END BLOCKS

Girish S. Hiremath, Washington State University, Pullman, W ashington This paper not published in these Proceedings.

MORNING SESSION "8"

DECK JOINTS AND BEARINGS

Carl Angeloff, Session Chairman, AISC Marketing, Pittsburgh, Pennsylvania

PROPOSED DESIGN PROCEDURES FOR THE USE OF LOW FRICTION SPHERICAL BEARINGS William M. Doud, Mark K. Gilliland, HD R Engineering, Inc., Omaha, Nebraska (IBC-88-16) ............... ................ .. 69

ELASTOMERIC BEARING PAD DESIGN BY 1985 AASHTO Ronald W. Young, Buchart-Horn, Inc., York, Pennsylvania (IBC-88-17) ................................................... 75

V

I

PERFORMANCE OF SKEWED ELASTOMERIC EXPANSION BRIDGE BEARINGS Gregory D. Allen, Oklahoma Department of Transportation, Oklahoma City, Oklahoma; Thomas M. Murray,

Virginia Polytechnic Institute and State University, Blacksburg, Virginia (IBC-88-18) . . .. . . . ... ... . . . . ... . . .. ..... .. . . . ... . . . 83 FIRST RESULTS OF MEASUREMENTS OF THE DISPLACEMENT OF THE SUPERSTRUCTURE OF A LARGE CURVED BRIDGE AND OBSERVATION OF THE BEHAVIOR OF lTS LAMINATED ELASTOMERIC PAD BEARINGS

C. DeBacker, Road Research Centre, Brussels, Belgium (IBC-88-19) . . .... ..... . . ..... . .... . ...... . ..... . ......... . . .... 91 GUIDELINES FOR RETROFITTING PTFE TYPE BEARINGS IN EXISTING BRIDGES

Mark S. Bujtas, M.B. Stevens Associates, Parsippany, New Jersey (IBC-88-20) ...... .. . . . . . . ; . ... ..... .. .... ... . . .. .. . . .. 99 GENERALIZED EVALUATIONS FOR BRIDGE DECK JOINTS

Martin P. Burke, Jr. , Burge$s & Niple, Limited, Columbus, Ohio (IBC-88-21) ... . . . .. . . . . . . . . . . ... .... . . ... . .. . . ..... .. ... 102

AFTERNOON SESSION "A"

INSPECTION

Edward H. Power, Session Chairman, HD R Richardson-Gordon, Inc. , Pittsburgh, Pennsylvania

A BRIDGE FIELD INSPECTION PROCEDURE TO CHECK THE INTEGRITY OF PINS IN A PIN AND HANGER STRAP CONNECTION

Frank L. Carroll, Fred A. Martin, Missouri Highway and Transportation Department, Jefferson City, Missouri; Steven A. Mc Donald, Missouri Highway and Transportation Department, Joplin, Missouri (IBC-88-22) . . . . . . . . . . . . . . . . . . . . . . . 109

FATIGUE RATING OF HIGHWAY BRIDGES T. Huang, B.T. Yen, L.Y. Lai, R. G. Slutter, J. W. Fisher, Lehigh University, Bethlehem, Pennsylvania (IBC-88-23) . . ... .. .. . . . 114

INFRARED THERMOGRAPHY AND RADAR FOR BRIDGE DECK ASSESSMENT Kenneth R. Maser, Massachusetts Institute of Technology, Cambridge, Massac husetts and I nfrasense , Inc. , Arlington, Massachusetts; W.M. Kim Roddis, Massachusetts Institute of Technology, Cambridge, Massachusetts (IBC-88-.24) . . . . .. . . . . 120

BRIDGE INSPECTION FOR SEGMENTAL CONCRETE BOX GIRDERS John A. Heath, Tony Gee & Quandel, Atlanta, Georgia (IBC-88-25) ... . .... . . .... ...... . .... . .... ... . . .... . . . . .... .. .. .. 126

INSPECTING AND EVALUATING NEW YORK CITY'S EAST RIVER BRIDGES' SUSPENSION CABLES Frank J. Mondello, Steinman Boynton Gronquist & Birdsall, New York, New York (IBC-88-26) . ... . . . . . .. . .. . . . . . .. .. . . . . .. 131

FIELD EVALUATION OF STEEL BRIDGES FOR FATIGUE DAMAGE DUE TO SECONDARY STRUCTURAL BEHAVIOR Thomas L. Rewerts, STS Consultants, Ltd., Nort hbrook, Illinois; Paul E. Gaudette, Wiss, Janney, Elstner Associates, Inc. , Chicago, Illinois (IBC-88-27) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , .... .. 138

AFTERNOON SESSION "8"

CORROSION AND CORROSION PROTECTION

Jack J. Bracco, Session Chairman, Mobay Corporation, Pittsburgh, Pennsylvania

PROTECTIVE SYSTEMS FOR NEW PRESTRESSED AND SUBSTRUCTURE CONCRETE Donald W. Pfeifer, J. Robert Landgren, Wiss, Janney, Elstner Associates, Inc. , Nort hbrook, Illinois (IBC-88-29) . . ....... . . . .. 146

DURABILITY OF BRIDGE DECKS CONSTRUCTED WITH CONCRETE CONTAINING HIGH-RANGE WATER-REDUCERS

James W. Schmitt, David A. Whiting, Construction Technology Laboratories, Inc., Skokie, Illinois (IBC-88-31) ...... . . . . . .... . 154· EPOXY-COATED REINFORCEMENT - AN EFFECTIVE CORROSION-PROTECTION SYSTEM·

David P. Gustafson, Concrete Reinforcing Steel Institute, Schaumberg, Illinois (IBC-88-32) ..... .. . .. .. .... . . .. . . . . . ... . . .. 161 "FURTHER IMPROVEMENTS IN CATHODIC PROTECTION" WORK IN PROGRESS REPORT ON FHWA RESEARCH PROJECT, CONTRACT NO. DTFH-61-84-C-00119

Wayne J. Swiat, Corrpro Companies, Inc. , Medina, Ohio (IBC-88-33) . . . .. . . . .. .. . . . .. . . . .... .. .. . ... . . . . .. . .. .. . ... . . . . 165 ANALYSIS OF LEACHABLE LEAD ON BRIDGES OF THE PORT AUTHORITY OF NEW YORK AND NEW JERSEY

Kenneth Trimber, KTA-Tator, Pittsburgh, Pennsylvania; Sy Solomon, Port Authority of New York and New Jersey, New York, New York This paper not published in these Proceedings

ENVIRONMENTAL AND QUALITY PROBLEMS IN BRIDGE PAINTING Bernard Appleman, Steel Structures Painting Council, Pittsburgh, Pennsylvania This paper not published in these Proceeding s

VVednesday, June 15, 1988

WEDNESDAY MORNING SESSION "A"

DESIGN

Joel I. Abrams, Session Chairman, University of Pittsburgh, Pittsburgh, Pennsylvania

LRFD: A MORE RATIONAL BASIS FOR FUTURE BRIDGE SPECIFICATIONS John M. Kulicki, Dennis R. Mertz, Modjeski and Masters, Mechanicsburg, Pennsylvania (IBC-88-34) " . . . . . . . . . . . . . . . . . . . . .. 170

BRIDGE CABLES FOR THE FUTURE Andrew W. Naylor, J.M. Walton, British Ropes, Ltd., Doncaster, $. Yorks, England This paper not published in these Proceedings

ESTHETICS AND ECONOMY IN HIGH LEVEL VIADUCT DESIGN Thomas G. Leech, Gannett Fleming Transportation Engineers, Pittsburgh, Pennsylvania (IBC-88-36) . . ....... . . . . . . . ..... . . 175

THE BRIDGE ENGINI:ER AND VALUE ENGINEERING Susana Florian, Maguire Group, Inc. , Pittsburgh, Pennsylvania (IBC-88-37) ..... . . .. . .. .. . . ... .. .... . . .... . . . . .. . ....... . 182

vi

· AN OBJECTIVE REVIEW OF CONCRETE BRIDGE PARAPETS Robert M. Barnoff, Robert M. Barnoff and Associates, State College, Pennsylvania; Roger G. Slutter, Lehigh University, Bethlehem, Pennsylvania (IBC-88-38) . . . . . . . . . . . . . .. . . . . . . . A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . .. 188

SERVICE LOAD DESIGN OF CONTINUOUS PRECAST CONCRETE GIRDER BRIDGES S.C. Larson, J. D. Glikin, R. G. Oesterle, Construction Technology Laboratories, Skokie, Illinois (IBC-88-39) . . .. .. . . . ... .... . . 194

WEDNESDAY MORNING SESSION "B"

REHABILITATION

Walter �. Heintzleman, Session Chairman, Michael Baker Corporation, Beaver, Pennsylvania

EVENTS LEADING TO THE DECISION TO REPLACE THE SUPERSTRUCTURE OF THE WALNUT LANE MEMORIAL BRIDGE

Richard J. Slattery, A.G. Lichtenstein & Associates, Inc. , Langhorne, Pennsylvania (IBC-88-40) .... . ........... . ...... ..... 204 DESIGN AND EVALUATION OF TEMPORARY PRECAST CONCRETE BARRIERS FOR USE ON OHIO BRIDGE DECKS

Adam J. Marcum, Ohio Department of Transportation, Columbus, Ohio (IBC-88-41) . . . . . . . . . . . . . . 'l. . . . . . . . . . . . . . . . . . . . . .. 213 PROGRAM AND METHODOLOGY FOR REPLACING RIVETS, LACING BARS, AND TIE PLATES ON LONG-SPAN STEEL BRIDGES

Raymond A. Loureiro, Joseph M. Englot, The Port Authority of New York and New Jersey, New York, New York (IBC-88-42) . 224 THE USE OF DEAD LOAD DECK INTERACTION IN THE REHABILITATION OF CANTILEVER BRIDGES

Harold Samelson, New York City Department of Transportation, New York, New York (IBC-88-43) . . . . ... . . . . . .. . . . .. . . .. . . 229 REPAIR OF FATIGUE CRACKS IN STEEL BOX GIRDER BRIDGES ON 1-110

Patrick J. W ilson, Roy R. Duncan, III, David Volkert & ASSOCiates, Inc. , Mobile, Alabama; John W. Fisher, Lehigh University, Bethlehem, Pennsylvania (lBC-88-44) . ... . .. . . . . . . .. . .. .. ... . ... . . ... . . ... . . .... .. . .. ... . . . . . . . . . ... .. .. . . 234

RECONSTRUCTION OF THE CENTRAL AVENUE BRIDGE Andrew P. Martecchini, Peter F. Martecchini, Clarke & Rapuano, Inc. , New York, New York; Philip L. Cox, Cornell University, Ithaca, New York (IBC-88-45) ... .. .... . .. .. .. ... ... . . ... . . . .. . . ... . . . . .. .. ... ... .. . . .... . ... ... .. . 242

WEDNESDAY AFTERNOON SESSION "A"

CADD

Richard L. Connors, Session Chairman, City of Pittsburgh, Department of Engineering and Construction, Pittsburgh, Pennsylvania

THE DEVELOPMENT OF 'A BRIDGE AUTOMATED DESIGN AND DRAFTING SYSTEM Jeffrey J. Campbell, Richard J. Flango, H. Ed Martin, Mary P. Rosick, William L. Smyers, Michael Baker, Jr., Inc., Beaver, Pennsylvania (IBC-88-46) . . . .. . ... . .. .. . . . . . . . . . . . . .. . .. . . . . .. .. . . .. . . .. . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . 248

THE AASHTO BRIDGE DESIGN SYSTEM - A REPORT OF RESEARCH IN PROGRESS Robert Coffin Garson, John C. Hayward, Michael Baker, Jr., Inc., Beaver, Pennsylvania; C.S. Gloyd, Washington State Department of Transportation, Olympia, Washington; Roy A. Imbsen, Imbsen & Associates, Sacramento, California (IBC-88-47) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 256

DIRECT OPTIMAL DESIGN OF CONTINUOUS COMPOSITE STEEL BRIDGE GIRDERS Richard T. Douty, University of Missouri and Engineering Design Programmers, Inc. , Columbia, Missouri (IBC-88-48) . . .. . . . . 261

MODEL FOR THE INTEGRATION OF DESIGN AND DRAFTING SOFTWARE Paul W. Guenther, CH2M Hill, Boise, Idaho; Jay A. Puckett, University of Wyoming, Laramie, Wyoming (IBC-88-49) . .. .. . . . . 267

THE EFFECTIVE USE OF CADD IN BRIDGE DESIGN Robert W. Luscombe, HNTB, Phoenix, Arizona (IBC-88-50) . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 272

WEDNESDAY AFTERNOON SESSION "B"

CONSTRUCTION

Gerald J. Pitzer, Session Chairman, GAl Consultants, Inc. , Monroeville, Pennsylvania

UNIQUE CONSTRUCTION METHODS UTILIZED ON THE ROBERT E. LEE BRIDGE W.R. Nash, Thomas P. McCarthy, McCarthy Brothers Company, St. Louis, Missouri; Ralph Salamie, McCarthy Brothers Company, Richmond, Virginia (IBC-88-51) This paper not published in these Proceedings.

LATERAL DEFLECTION OF PLATE GIRDER WEB DUE TO DIAGONAL DECK FOR SUPPORTS Ben T. Yen, Doobyong Bae, David A. VanHorn, Ti Huang, Lehigh University, Bethlehem, Pennsylvania (IBC-88-52) ... . . ... . . 275

THE USE OF PURPOSE-BUILT EQUIPMENT IN CONCRETE BRIDGE CONSTRUCTION Anthony F. Gee, Tony Gee & Quandel, Atlanta, Georgia (IBC-88-53) . . . ... . . . . . . . .. . . . .. . . . . . . .. . . . . . . ... . . . ... . . .. . . . . 282

ASPECTS OF THE CONSTRUCTION OF THE 1-78 BRIDGE ACROSS THE DELAWARE RIVER John M. Kulicki, Modjeski and Masters, Mechanicsburg, Pennsylvania (IBC-88-54) . . . ... . . . .. . . . . . . . . . .. ... ... . . . . . . . . . . . 289

THE CONSTRUCTION OF THE NC32 BRIDGE OVER ALBEMARLE SOUND David C. O'Hag an, Figg and Muller Engineers, Inc. , Tallahassee, Florida (IBC-88-55) ... . . . ............ . ... ... .. . .... .... . 296

vii



KEYNOTE SESSION

Herbert M. Mandel, Session Chairman, G Al Consultants, Monroeville, Pennsylvania

Clellon L. Loveall, Chairman, Bridge Committee, American Association of State Highway and Transportation Officials, and

Assistant Director of Transportation, Tennessee Department of Transportation, Nashville, Tennessee (IBC-89-1) (This paper not published in these Proceedings.)

Dr. T. Peter Ruane, President, American Road & Transportation Builders' Association, Washington, DC (IBC-89-2) (This paper not published in these Proceedings.)

Louis T. Cerny, Executive Director, American Railway Engineering Association, Washington, DC (IBC-89-3) (This paper not published in these Proceedings.)

Eugene R. McCormick, Deputy Secretary of Transportation, State of Illinois, Springfield, Illinois (IBC-89-4) (This paper not published in these Proceedings.)

FEATURED STATE SESSION:

ILLINOIS

Karl R. Nejak, Session Chairman, Mosure & Syrakis, Pittsburgh, Pennsylvania

ANCHORED END SPAN BRIDGES SPAN INTERSTATE 39 Robert A. Kowert, Illinois Department of Transportation, Springfield, Illinois (IBC-89-5) .......................... .... ......... .

BEARDSTOWN BRIDGE REHABILITATION Todd E. Ahrens, David J. Kastendick, Illinois Department of Transportation, Springfield, Illinois (IBC-89-S) .................... 5

DYNAMIC RESPONSE AND PROPOSED RETROFIT OF TWO TIED-ARCH BRIDGES John M. Kulicki, Dennis R. Mertz, Richard E. Murphy, Modjeski and Masters, Harrisburg, Pennsylvania (IBC-89-7 ) ............ 12

THE STALEY VIADUCT REPLACEMENT Michael F. Quirk, Robert H. Meyer, De Leuw, Cather & Company, Chicago, Illinois (IBC-89-8) ................................. 23

RECONSTRUCTION OF THE DAN RYAN EXPRESSWAY IN CHICAGO, ILLINOIS James J. Powers, Envirodyne Engineers, Inc., Chicago, Illinois (IBC-89-9) .................... ..... ............................ 28

THE SEGMENTAL CONSTRUCTION OF THE VALLEY CITY, ILLINOIS BRIDGES Maurice D. Miller, Howard Needles Tammen & Bergendoff, Kansas City, Missouri (IBC-89-10) ................................. 33


TUESDAY MORNING SESSION "A"

SPECIAL TOPICS


THE WILLIAMSBURG BRIDGE STORY Samuel I. Schwartz, New York City Department of Transportation, New York, New York (I BC-89-11) (This paper not published in these Proceedings.)

SEGMENTAL BRIDGE CONSTRUCTION-A CONTRACTOR'S PERSPECTIVE T.P. McCarthy, R. Salamie, W.R. Nash, McCarthy Brothers Company, St. Louis, Missouri (IBC-89-12) ......... ................ 38

INSPECTION AND REHABILITATION OF THE JOHN A. ROEBLING SUSPENSION BRIDGE Frank P. Balsamo, Parsons Brinckerhoff Quade & Douglas, Inc., Herndon, Virginia; Richard M. Drewery, Masoud H. Taheri, Parsons Brinckerhoff Quade & Douglas, Inc., Louisville, Kentucky (IBC-89-13) 42

ROEBLING SUSPENSION BRIDGE CABLE INSPECTION G lenn A. G ivan, Kentucky Transportation Cabinet, Frankfort, Kentucky (IBC-89-14) ............................. . ............. 47

FHWA DEMONSTRATION PROJECT BRIDGE INSPECTION TECHNIQUES AND EQUIPMENT Thomas J. Collins, Collins Engineers, Inc., Chicago, Illinois; Dennis Decker, Federal Highway Administration, Washington, DC (IBC-89-15) ................................................ 50

DEVELOPMENT OF THE BRIDGE INSTITUTE Reidar Bjorhovde, University of Pittsburgh, Pittsburgh, Pennsylvania; Gary A. Runco, Wilbur Smith Associates, Pittsburgh, Pennsylvania (IBC-89-1S) ............................. .. ........ ......... 54

iv

TUESDAY MORNING SESSION "B"

BRIDGE INSPECTION

Richard J. Stefanik, Session Chairman, Lorenzi, Dodds & Gunnill, Pittsburgh, Pennsylvania

DEVELOPMENT OF PERFORMANCE AND DETERIORATION CURVES AS A RATIONAL BASIS FOR A STRUCTURES MAINTENANCE MANAGEMENT SYSTEM

Gary R. Allen, W.T. McKeel, Jr., Virginia Transportation Research Council, Charlottesville, Virginia (IBC-89-17 ) .............. 60 ASSESSMENT OF STRUCTURAL DAMAGE FROM A STATE-WIDE UNDERWATER BRIDGE INSPECTION PROGRAM

R. Richard Avent, Louisiana State University, Baton Rouge, Louisiana; Marshall D. Whitmer, III, Diving Services International, Inc., Hammond, Louisiana (IBC-89-19) ................................ 65

UNDE;RWATER INSPECTION & REPAIR OF BRIDGE FOUNDATIONS William J. Castle, P.E., W.J. Castle, P.E. & Associates, P.A., Mount Holly, New Jersey (IBC-89-20) ............................ 71

SUPERVISION OF BRIDGE & TUNNELLED STRUCTURES: COMPUTERIZED SERVICE MANAGEMENT Luca Malisardi, Giampaolo Nebbia, Spea-Ingegneria Europea Iri-Italstat Group, Bologna, Italy (IBC-89-21) ................... 75

FAILURE ANALYSIS AND EVALUATION OF FRACTURE-CRITICAL EYE BARS OF THE CORAOPOLIS BRIDGE Thomas J. Dougan, Ahmad K. Ahmadi, Victor E. Bertolina, SAl Consulting Engineers, Inc., Pittsburgh, Pennsylvania (IBC-89-22) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 91

CLiMBING-A UNIQUE AND EFFECTIVE APPROACH TO BRIDGE INSPECTION Raymond H. Stokes, Jr., P.E., Burgess & Niple, Limited, Columbus, Ohio (IBC-89-23) ........................................ 99

TUESDAY AFTERNOON SESSION "A"

DESIGN I

Matthew P. McTish, Session Chairman, Maguire Group, Inc., Pittsburgh, Pennsylvania

REVIEW OF GIRDER BRIDGE SOFTWARE Scott R. Eshenaur, John M. Kulicki, H. Eugene Waldner, Dennis R. Mertz, Modjeski and Masters, Harrisburg, Pennsylvania (IBC-89-24) . ........................................................................................ 109

THE APPLICATION OF A CUMULATIVE DAMAGE THEORY TO HIGHWAY BRIDGE FATIGUE DESIGN Kurt D. Swensson, PhD., Stanley D. Lindsey and Associates, Nashville, Tennessee (IBC-89-25) .............................. 121

REDUNDANCY OF STEEL STRINGER BRIDGE SYSTEMS IN ILLINOIS Harold R. Sandberg, Richard A. Parmelee, Michael J. Carone, Alfred Benesch & Company, Chicago, Illinois (IBC-89-26) ..... 128

LOAD PATH CONTROL IN THE DESIGN AND REHABILITATION OF GIRDER BRIDGES Paul J. Brennan, James A. Mandel, Syracuse University, College of Engineering, Syracuse, New York (IBC-89-27) ........... 139

DESIGN AND CONSTRUCTION OF SEGMENTAL I-GIRDERS H. Hubert Janssen, Janssen, Spaans and Associates, Indianapolis, Indiana (IBC-89-28) (This paper not published in these Proceedings.)

APPLICATION OF PRECAST CONCRETE FOR MAJOR BRIDGE FOUNDATIONS George C. Fotinos, Ben C. G erwick, Inc., San Francisco, California (lBC-89-29) .............................................. 146

PRECAST CONCRETE BRIDGE PIERS C.E. Warnes, Contract Project Management Associates, Sacramento, California (IBC-89-30) .................... .............. 149

TUESDAY AFTERNOON SESSION "B"

RAILROAD BRIDGES

Carl Angeloff, Session Chairman, AISC Marketing, Pittsburgh, Pennsylvania

DESIGN AND CONSTRUCTION OF THE JOHN T. COLLINSON BRIDGE-THE FIRST PRECAST CONCRETE SEGMENTAL BRIDGE FOR HEAVY RAIL IN NORTH AND SOUTH AMERICA

John A. Corven, P.E., Figg and Muller Engineers, Inc., Tallahassee, Florida (IBC-89-31) ....................................... 156 DEVELOPMENT OF SEPTA'S COMMUTER RAIL MAINLINE BRIDGE, STATION AND SYSTEMS IMPROVEMENT PROGRAM

Daniel E. Lynch, George J. Stanley, Southeastern Pennsylvania Transportation Authority (IBC-89-32) ........................ 160 REHABILITATION AND REPLACEMENT OF RAILROAD BRIDGES UNDER SERVICE

Frank M. Russo, Harry R. Roecker, Southeastern Pennsylvania Transportation Authority, Philadelphia, Pennsylvania (IBC-89-33) ....................................................................................... 167

FATIGUE LIFE EVALUATION OF SOME RAILROAD BRIDGES WITH WELDED COVERPLATES John W. Fisher, Ben T. Yen, Z. Ma, Lehigh University, Bethlehem, Pennsylvania (IBC-89-34) (This paper not published in these Proceedings.)

RATING OF RAILROAD BRIDGES BY FIELD LOAD TESTING Robert W. Kritzler, Raths, Raths & Johnson, Inc., Willowbrook, Illinois (IBC-89-35) ............................................ 171

DEVELOPMENT OF LOADING SPECTRA FOR RAILWAY BRIDGES UNDER CHANGING OPERATING CONDITIONS Douglas A. Foutch, Scott D. Schiff, University of Illinois, Urbana, Illinois; John Choros, American Association of Railroads, Chicago, Illinois (IBC-89-36) ................ ; .............................. 179

DESIGN AND CONSTRUCTION OF THE MARTA CS360 AND CN480 AND WMATA GREENBELT AND J2e LIGHT RAIL PRECAST CONCReTE BRIDGES

Philip M. Hartsfield, P.E., Figg and Muller Engineers, Inc., Tallahassee, Florida (IBC-89-37) ................................... 187

v

Wednesday, June 14, 1989


DESIGN II

Daniel R. Rehak, Session Chairman, Carnegie Mellon University, Pittsburgh, Pennsylvania

TRIANGULATED CONCRETE TRUSSES WITH EXTERNAL POST-TENSIONING John M. Yadlosky, HD R Engineering, Inc., Pittsburgh, Pennsylvania; Pham X uan Thao, Bouygues Group, St. Quentin-Yvelines, France (IBC-B9-3B) ................................................ 191

THE EAST LOGANSPORT TENSION ARCHTM, A POST TENSIONED STEEL RIGID FRAME Samuel G. Bonasso, Tension Arch Structures Company, Morgantown, West Virginia (IBC-B9-39) ............................. 193

BOLTED SPLICES: A LOOK AT DESIGN ASSUMPTIONS John L. Carrato, Harold R. Sandberg, Richard A. Parmelee, Alfred Benesch & Company, Chicago, Illinois (IBC-89-40) ....... 201

MODELING OF LONG-TERM EFFECTS IN CONTINUOUS POST-TENSIONED CONCRETE BRIDGES Ashok G. Athalye, Mark K. Gilliland, Paul M. Tremel, HD R Engineering, Inc., Phoenix, Arizona (I BC- 89-41 ) ................... 209

PROPOSED PENDULUM'BRIDGE (TO REPLACE THE WILLIAMSBURG 'BRIDGE IN NEW YORK CITY) H. Everett Drugge, William E. Nyman, Hardesty & Hanover, New York, New York (IBC- 89-42) ................................. 217

DESIGN AND CONSTRUCTION OF TEXAS' FIRST CABLE-STAYED BRIDGE-THE 640' MAIN SPAN, NECHES RIVER BRIDGE, PORT ARTHUR, TEXAS

John W. Jordan, Jr., P.E., Figg and Muller Engineers, Inc., Tallahassee, Florida (IBC-B9-43) ................................... 224 THE DESIGN AND CONSTRUCTION OF THE LOCK STREET BRIDGE REPLACEMENT

Martin Kendall, Peter Sluszka, Terry Koglin, Steinman Boynton Gronquist & Birdsall, New York, New York (IBC-B9-44) ....... 22B

WEDNESDAY MORNING SESSION "8"

TESTING AND INSTRUMENTATION

Christopher R. Thewalt, Session Chairman, Carnegie Mellon University, Pittsburgh, Pennsylvania

BRIDGE FATIGUE LIFE ESTIMATION SYSTEM Karl H. Frank, University of Texas at Austin, Austin, Texas (IBC-B9-45) (This paper not published in these Proceedings.)

STRESS, STRAIN AND HISTORIC BRIDGES E dward G. Dauenheimer, John R. Schuring, New Jersey Institute of Technology, Newark, New Jersey; Abba G. Lichtenstein, A.G. Lichtenstein & Associates, Fair Lawn, New Jersey (IBC-89-46) .................... ................ 237

A SIMPLE SYSTEM FOR FIELD TESTING SMALL AND MEDIUM SIZE BRIDGES G.G. G oble, Victor Saouma, Brett Commander, Jeff X. Schulz, Department of Civil, Environmental and Architectural Engineering, University of Colorado, Boulder, Colorado (IBC-89-47) ........................................... ............... 243

FIELD MONITORING OF A STRESSED TIMBER BRIDGE OVER ELK TWO-MILE CREEK, WEST VIRGINIA Barry Dickson, Dr. Hota V.S. G anga Rao, West Virginia University, Morgantown, West Virginia (IBC-B9-4B) ................... 247

EVALUATION OF WEBS OF COMPOSITE PLATE GIRDERS BUCKLED DURING CONSTRUCTION Ben T. Yen, Doobyong Bae, Ti Huang, David A. VanHorn, Lehigh University, Bethlehem, Pennsylvania (IBC-89-49) .......... 253

SERVICE LEVEL REINFORCEMENT STRESSES-TWO FULL-SCALE BRIDGE DECK TESTS JA Puckett, Department of Civil Engineering, University of Wyoming, Laramie, Wyoming; B. P. Collins, Wyoming Highway Department, Cheyenne, Wyoming (IBC-B9-50) ............................................... 260

EXPERIENCES AND TESTS WITH ELASTOMERIC SEALS AND SPRINGS FOR MODULAR EXPANSION JOINTS Waldemar Koster, Consulting Engineer, West G ermany (IBC-B9-51) ...................................... ..................... 267


COATINGS (JOINT SESSION WITH SSPC)

Eric Kline, Session Chairman, KTA-Tator, Inc., Pittsburgh, Pennsylvania

ILLINOIS' EXPERIENCE WITH IMPROVING BRIDGE STEEL PROTECTION: ACCOMPLISHMENTS OF THE MULTI-COMPONENT BRIDGE FIELD PAINTING CONTRACT ADMINISTRATION SYSTEM

William Flannigan, Illinois Department of Transportation, Springfield, Illinois (IBC-89-52) ..................................... 279 UNCOATED WEATHERING STEEL HIGHWAY STRUCTURES: CORROSION CHARACTERISTICS AND MAINTENANCE REQUIREMENTS

JW. Peart, Federal Highway Administration, McLean, Virginia (IBC-B9-53) (This paper not published in these Proceedings.)

INVESTIGATION OF CORROSION PROTECTION ON BRIDGES Lj. Dukic, I. Stern, Faculty of Civil Engineering, Faculty of Technology, Zagreb, Yugoslavia (IBC-B9-54) ...................... 2B4

MARYLAND STATE HIGHWAY ADMINISTRATION'S MAINTENANCE PAINTING PROGRAM FOR BRIDGES Paul E. Perkins, Maryland State Highway Administration, Baltimore, Maryland (IBC-B9-55) ................................... 294

QUALIFICATION TESTS FOR PAINTS ON THE FAYING SURFACE OF BOLTED CONNECTIONS IN BRIDGES Karl H. Frank, University of Texas at Austin, Austin, Texas (IBC-B9-56) (This paper not published in these Proceedings.)

"DEES-EN-COT"-CATHODIC PROTECTION BY ALUMINIZING Jagdish Bhatia, Alico Industries Co. Limited, Sharjah, United Arab Emirates (IBe-B9-57) ..................................... 29B

PERFORMANCE TESTING AND SPECIFICATIONS FOR BRIDGE COATING Bernard R. Appleman, Steel Structures Painting Council, Pittsburgh, Pennsylvania (IBC-B9-5B) ............................ ... 302

vi

WEDNESDAY AFTERNOON SESSION "B"

BRIDGE REHABILITATION

Victor Bertolina, Session Chairman, SAl Consulting Engineers, Pittsburgh, Pennsylvania

EXTENDING THE FATIGUE LIFE OF THE US 190 MISSISSIPPI RIVER BRIDGE, BATON ROUGE, LOUISIANA Zolan Prucz, William B. Conway, Modjeski and Masters, New Orleans, Louisiana (IBC-B9-59) ................................ 308

REPLACEMENT OF A COMPOSITE BRIDGE DECK ON A VIADUCT STRUCTURE WHILE MAINTAINING TRAFFIC Joseph M. Englot, Harendra Patel, The Port Authority of New York and New Jersey, New York, New York (I BC-89-61 ) ........ 317

INNOVATIVE STRENGTHENING OF STEEL STRINGER BRIDGES Terry J. Wipf, F. Wayne Klaiber, Kenneth F. Dunker, Civil and Construction Engineering Department, Iowa State University, if Ames, Iowa (IBC-89-62) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32�

USE OF TYPE "K" SHRINKAGE-COMPENSATING CEMENT CONCRETE FOR BRIDGE DECKS Paul W. Gruner, Wool pert Consultants, Dayton, Ohio; G. Alan Plain, The Ohio Turnpike Commission, Berea, Ohio (IBC-89-63) ...................................................... 331

THE ARTIFACT AS EVIDENCE: THE CASE FOR COVERED BRIDGE RESEARCH AND RESTORATION Emory L. Kemp, West Virginia University, Morgantown, West Virginia (lBC�89-64) ............................................ 335

DEVELOPMENT OF ENGINEERING TECHNOLOGY FOR HEAT-STRAIGHTENING REPAIR OF DAMAGED STEEL BRIDGES R. Richard Avent, Louisiana State University, Baton Rouge, Louisiana (IBC-89-65) ............................................ 340

WEDNESDAY AFTERNOON SESSION "C"

NEW DIRECTIONS IN SPECIFICATIONS AND STANDARDS

M.G. Patel, Session Chairman, Pennsylvania Department of Transportation, Harrisburg, Pennsylvania

THE NCHRP AND AASHTO'S BRIDGE SPECIFICATIONS Ian M. Friedland, P.E., Transportation Research Board, Washington, D.C. (lBC-89-66)

THE DEVELOPMENT OF AN LRFD-BASED BRIDGE CODE . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 346

John M. Kulicki, Dennis R. Mertz, Modjeski and Masters, Harrisburg, Pennsylvania (lBC-89-67) ............................... 350 PROPOSED REVISIONS TO AASHTO MANUAL FOR MAINTENANCE INSPECTION OF BRIDGES

AG. Lichtenstein, C.M. Minervino, AG. Lichtenstein & Assoc., Inc., Fair Lawn, New Jersey (IBC-89-68) BEHAVIOR OF TWO-SPAN CONTINUOUS PLATE GIRDER BRIDGE DESIGNED BY THE ALTERNATE LOAD FACTOR METHOD

Michael A Grubb, AISC Marketing, Inc., Pittsburgh, Pennsylvania;

358

Mark Moore, Wiss, Janney, Elstner Associates, Inc., Irving, Texas (IBC-89-69) ................................................ 360 THE DESIGN AND RATING OF BRIDGE STRUCTURES USING THE ALTERNATE LOAD FACTOR (AUTOSTRESS) DESIGN METHOD

Dr. David R. Schelling, Yao T. Hsu, Yi Xu, Department of Civil Engineering, University of Maryland, College Park, Maryland (IBC-89-70) ........................................................................................... 368

LEVEL OF SERVICE APPROACH TO ESTIMATING NATIONAL BRIDGE NEEDS John J. Ahlskog, Daniel S. O'Connor, Federal Highway Administration, Washington, D.C. (IBC-89-71) ........................ 375

THE NEW AASHTO/AWS D1.5 BRIDGE WELDING CODE Duane K. Miller, The Lincoln Electric Company, Cleveland, Ohio (IBC-89-72) ................................................. 381

vii



KEYNOTE SESSION

Carl Angeloff, Session Chairman, AISC Marketing, Inc., Pittsburgh, Pennsylvania

Eugene McCormick, Deputy Administrator, Federal Highway Administration, Washington, DC (IBC-90-1) (This paper not published in these Proceedings.)

John W. Fisher, Professor of Civil Engineering, Director of ATLSS Engineering Research Center, Lehigh University, Bethlehem, Pennsylvania (IBC-90-2) (This paper not published in these Proceedings.)

Gerhard Sedlacek, Professor Dr.-lng, Department of Steel Structures, Technical University of Aachen, Aachen, West Germany (IBC-90-3) ........................................................................................... .

Arnold Oliver, State Engineer Director of the Texas Department of Highways and Public Transportation, Austin, Texas (IBC-90-4) (This paper not published in these Proceedings.)

FEATURED STATE SESSION:

TEXAS

Karl R. Nejak, Session Chairman, Mosure & Syrakis, Pittsburgh, Pennsylvania

OVERVIEW OF THE TEXAS HIGHWAV SYSTEM Vernon Harris, Engineer of Bridge Design, Texas Department of Highways and Public Transportation, Austin, Texas (IBC-90-5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23

SAN ANTONIO "V" PROJECT Alan Matejowsky, Bridge Design Engineer, Texas Department of Highways and Public Transportation, Austin, Texas (IBC-90-6) ...................................................................................................... 28

PROPRIETARV RETAINING WALL USE IN TEXAS Mark McClelland, Senior Design Engineer, Texas Department of Highways and Public Transportation, Austin, Texas (IBC-90-7) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . .. . . . . . . . .. . . 34

FATIGUE EVALUATION OF STEEL STRUCTURES Gregg Freeby, Engineering Assistant III, Texas Department of Highways and Public Transportation, Austin, Texas (IBC-90-8) ...................................................................................................... 37

COMPOSITE CABLE-STA VED BRIDGE FOR THE HOUSTON SHIP CHANNEL CROSSING Ed Suchicki, District Bridge Engineer for Houston, Texas Department of Highways and Public Transportation, Houston, Texas (IBC-90-9) .................................................................................................... 40

BRIDGE STRENGTHENING, RECONSTRUCTION AND REHABILITATION John Panak, Bridge Design Engineer, Texas Department of Highways and Public Transportation, Austin, Texas (IBC-90-10) ..................................................................................................... 44


TUESDAY MORNING SESSION "A"

DESIGN

Reidar Bjorhovde, Session Chairman, University of Pittsburgh, Pittsburgh, Pennsylvania

THE PROPOSED AASHTO LRFD BRIDGE CODE: A CONTINUING DIALOGUE WITH THE DESIGN COMMUNIT V John M. Kulicki, Dennis R. Mertz, Modjeski and Masters, Harrisburg, Pennsylvania (IBC-90-11) ............................... 51

MVTHS AND REALITIES OF BRIDGE DESIGN Geerhard Haaijer, American Institute of Steel Construction, Chicago, Illinois (IBC-90-12) ..................................... 59

CHALLENGE FOR LONGER SUSPENSION SPANS Kunikatsu Nomura, Tadaki Kawada, Kawada Industries, Inc., Tokyo, Japan (IBC-90-13) ...................................... 68

DESIGN OF THE 1-526 WANDO RIVER BRIDGE, SOUTH CAROLINA Thomas A. DeHaven, Figg Construction Services, Inc., Tallahassee, Florida (IBC-90-14) ...................................... 78

ROOSEVELT LAKE BRIDGE C. Dennis Grigg, Arizona Department of Transportation, Phoenix Arizona; Maurice D. Miller, Howard, Needles, Tammen & Bergendoff, Phoenix, Arizona (IBC-90-15) ................................... 81

ELEVATED ROADWAV STRUCTURES FOR THE JFK INTERNATIONAL AIRPORT REDEVELOPMENT PROGRAM Herbert Y. Chu, Oscar Suros, The Port Authority of New York and New Jersey, New York, New York (IBC-90-16) ............ 89

BRIDGES OF THE ANKARA MOTORWAV PROJECT, ANKARA, TURKEV J. Daniel Carrier, Parsons Brinckerhoff Quade & Douglas, Inc., Tampa, Florida (IBC-90-17) .................................. 98

iv

TUESDAY MORNING SESSION "B"

SPECIAL TOPICS I


EVALUATlo.N AND Lo.AD TESTING o.F A BUCKLED PLATE GIRDER BRIDGE Raymond H.R. Tide, Wiss, Janney, Elstner Associates, Inc., Northbrook, Illinois; William B. Caroland, David C. Depp, American Engineering Company, Lexington, Kentucky (IBC-90-18) ..................... 105

VERIFICATlo.N o.F CABLE-STAYED BRIDGE DESIGN WITH FIELD MEASUREMENTS K. Nam Shiu, Wiss, Janney, Elstner Associates, Inc., Northbrook, Illinois; Robert Bondi, Michael Baker, Jr., Inc., Beaver, Pennsylvania; Henry G. Russell, Construction Technology Laboratories, Inc., Skokie, Illinois (IBC-90-19) ................................... 113

REHABILITATlo.N o.F THE Ro.UTE 1 & 9 (TRUCK) Mo.VABLE BRIDGE o.VER THE PASSIAC RIVER Charles Cameron, Frederic R. Harris, Inc., Iselin, New Jersey (IBC-90-20) ..................................................... 119

REUSABILITY AND REPAIR o.F TWENTY-YEAR-o.LD PRESTRESSED BRIDGE GIRDERS Catherine French, Steven Olson, Roberto Leon, University of Minnesota, Minneapolis, Minnesota (IBC-90-21) ................ 122

INSPECTlo.N AND RATING o.F UNDERGRADE RAILRo.AD BRIDGES Fo.R NEW JERSEY TRANSIT William Reininger, Jr., Frederic R. Harris, Inc., Iselin, New Jersey (IBC-90-22) ................................................. 128

RESPo.NSE Co.MPARISo.N Fo.R TWO. RAILWAY BRIDGES Douglas A. Foutch, D. Tobias, J. Kimlinger, University of Illinois at Urbana-Champaign, Urbana, Illinois; J. Choros, Association of American Railroads, Chicago, Illinois; S. Schiff, Clemson University, Clemson, South Carolina (lBC-90-23) .......................................................... 132

TUESDAY AFTERNOON SESSION "A"

BRIDGE DISASTERS '89-LESSONS LEARNED

Robert L. Nickerson, Session Chairman, Federal Highway Administration, McLean, Virginia

THE SAFETY Bo.ARD INVESTIGATlo.NS o.F THE MIAMITo.WN, o.Hlo. AND Co.VINGTo.N, TENNESSEE BRIDGE Co.LLAPSES Claude Harris, Joseph Osterman, National Transportation Safety Board, Washington, DC (IBC-90-25) (This paper not published in these Proceedings.)

EMERGENCY RECo.NSTRUCTlo.N o.F FIRE DAMAGED RQUTE 178 VIADUCT, NEWARK, NEW JERSEY Craig J. Rolwood, Hardesty & Hanover, New York, New York; John Miller, New Jersey Department of Transportation, Trenton, New Jersey (IBC-90-26) .................................... 140

STRUCTURAL DAMAGE DUE TO. HURRICANE HUGO. AND Mo.DIFIED PRo.CEDURES TO. MINIMIZE FUTURE RECURRENCE Gerald Schroeder, Federal Highway Administration, Columbia, South Carolina (IBC-90-27) .................................. 145

LESSo.NS LEARNED FRo.M EARTHQUAKE DISASTERS-Lo.MA PRIETA AND o.THER EARTHQUAKES James D. Cooper, Federal Highway Administration, McLean, Virginia (IBC-90-28) ............................................ 147

MARYLAND Ro.UTE 198 BRIDGE Co.LLAPSE-LESSo.NS TO. BE LEARNED Richard A. Lawrie, Rodney T. Davis, T.Y. Lin International, Alexandria, Virginia (IBC-90-29) .................................. 152

STo.CKPILED EMERGENCY BRIDGES Thomas J. Moon, New York State Department of Transportation, Albany, New York (IBC-90-30)

TUESDAY AFTERNOON SESSION "B"

COATINGS

Eric S. Kline, Session Chairman, KTA-Tator, Inc., Pittsburgh, Pennsylvania

A FABRICATo.R'S PLAN Fo.R PAINT INSPECTlo.N

157

Donald A. Ziegler, Vincennes Steel Corporation, Vincennes, Indiana (lBC-90-32) ............................................. 162 A BRIDGE FABRICATo.R'S EXPERIENCE WITH WATER-BASE Co.ATINGS

F. Dale Aulthouse, High Steel Structures, Inc., Lancaster, Pennsylvania (IBC-90-33) .......................................... 166 WELDABLE PRIMER REDUCES BRIDGE FABRICATlo.N Co.STS

Tom Calzone, Carboline, St. Louis, Missouri (IBC-90-34) ...................................................................... 171 Co.ATING Wo.RK IN THE FABRICATING SHo.P

Dan Griffin, Porter International, Louisville, Kentucky (IBC-90-35) ............................................................ 173 BRIDGE MAINTENANCE PAINTING

James E. Barnhart, Ohio Department of Transportation, Columbus, Ohio (IBC-90-36) ........................................ 177 PRo.GRAM Fo.R Co.RRo.Slo.N PREVENTlo.N MAINTENANCE o.N BRIDGES

Ljubomir Dukich, Faculty of Civil Engineering, Zagreb, Yugoslavia; Ivica Stern, Faculty of Technology, Zagreb, Yugoslavia (IBC-90-37) ........................................................... 180

Co.MPARING SHo.P SURFACE PREPARATlo.NS Bernard R. Appleman, Simon K. Boocock, Raymond E.F. Weaver, Steel Structures Painting Council, Pittsburgh, Pennsylvania (IBC-90-38) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 186

Po.LYURETHANE Co.ATINGS: Co.RRECTING So.ME Co.MMo.N MISCo.NCEPTlo.NS Everett Myer, Mobay Corporation, Pittsburgh, Pennsylvania (IBC-90-39) . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 192

v

Wednesday, June 20, 1990


SPECIAL TOPICS II

Lisle E. Williams, Session Chairman, Pennsylvania Department of Transportation, Pittsburgh, Pennsylvania

BRIDGE EVALUATION THROUGH THERMAL INFRARED AND GROUND-PENETRATING RADAR Daniel D. Ulrikson, Donohue & Associates, Inc., Milwaukee, Wisconsin; Clifford J. Benz, Wisconsin Department of Transportation, Madison, Wisconsin (IBC-90-40) .................................. 195

BRIDGE BEARING PERFORMANCE AND TYPE SELECTION John F. Stanton, Charles W. Roeder, University of Washington, Seattle, Washington (I BC-90-41 ) ............................. 201

FOUNDATION REHABILITATION OF THE POCOMOKE RIVER BRIDGE, MARYLAND, USING HIGH CAPACITY PRELOADED PINPILES

Donald A. Bruce, S.L. Pearlman, Nicholson Construction of America, Bridgeville, Pennsylvania; J.H. Clark, Nicholson Construction, Inc., Washington, D.C. (IBC-90-42) ....................................................... 208

PERFORMANCE, COST, AND MAINTENANCE CONSIDERATIONS FOR REHABILITATING CONCRETE BRIDGES USING CATHODIC PROTECTION

Michael R. Tighe, Elgard Corporation, Chardon, Ohio; Donald R. Jackson, Federal Highway Administration, Washington, D.C. (IBC-90-43) .......................................... 217

PITTSBURGH'S BRIDGE LIGHTING PROJECT Thomas C. Slavonic, Duquesne Light Company, Pittsburgh, Pennsylvania (IBC-90-44) ....................................... 221

USE OF EPOXY COATED SEVEN-WIRE STRAND IN PRE-STRESSED CONCRETE BRIDGE STRUCTURES Mark Moore, Wiss, Janney, Elstner Associates, Inc., Irving, Texas (IBC-90-46) ................................................ 227

SHEAR BEHAVIOR, ANALYSIS, AND DESIGN OF JOINTS IN PRECAST CONCRETE SEGMENTAL BRIDGES (STUDENT AWARD PAPER)

Mourad M. Bakhoum, Massachusetts Institute of Technology, Cambridge, Massachusettes (This paper not published in these Proceedings.)

WEDNESDAY MORNING SESSION "B"

BRIDGE INSPECTION

Richard J. Stefanick, Session Chairman, Lorenzi Dodds & Gunnill, Inc., Pittsburgh, Pennsylvania

CORROSION AND THE VANPORT BRIDGE CRACKING John W. Fisher, Eric J. Kaufmann, ATLSS Engineering Research Center, Lehigh University, Bethlehem, Pennsylvania; Arthur W. Hedgren, Jr., HDR Engineering, Inc., Pittsburgh, Pennsylvania (IBC-90-47) ......................................... 237

THE SUNSHINE SKYWAY OWNER'S MANUAL Linda Figg McAllister, Figg Engineers Inc., Tallahassee, Florida (IBC-90-48) .................................................. 243

THE BRIDGE FATIGUE INVESTIGATOR-A KNOWLEDGE BASED SYSTEM FOR BRIDGE INSPECTORS William D. Michalerya, John L. Wilson, ATLSS Engineering Research Center, Lehigh University, Bethlehem, Pennsylvania; Stuart S. Chen, State University of New York at Buffalo; Buffalo, New York (IBC-90-49) ....................................... 246

UNDERWATER BRIDGE INSPECTION-A PRACTICAL APPROACH Robert L. Guthrie, Stearns Engineering/Diving Company, Rockville, Maryland (IBC-90-50) ................................... 250

CORROSION OF STEEL IN PRESTRESSED BRIDGES EXPOSED TO A MARINE ENVIRONMENT Vladimir Novokshchenov, Concrete Clinic International Inc., Buffalo Grove, Illinois (IBC-90-51) .............................. 254

EMERGENCY INSPECTION OF GOWANUS EXPRESSWAY Avanti C. Schroff, Iffland Kavanagh Waterbury, P.C., New York, New York (IBC-90-52) ....................................... 260

INTERSTATE 70 BRIDGE WITHSTANDS INCREDIBLE DISTORTION Lynn Washburn, Dan Scherschligt, Kansas Department of Transportation, Topeka, Kansas (IBC-90-53) ...................... 268


BRIDGE REHABILITATION


REHABILITATION OF THE ROYAL GORGE BRIDGE Frank L. Stahl, Ammann & Whitney, New York, New York (IBC-90-54) ........................................................ 272

MAKING PENNSYLVANIA'S PIN-AND-HANGER BRIDGES REDUNDANT Scott Christie, Pennsylvania Department of Transportation, Harrisburg, Pennsylvania; David H. Leroy, John M. Kulicki, Modjeski & Masters, Harrisburg, Pennsylvania; Robert H. Scanlan, Johns Hopkins University, Baltimore, Maryland (IBC-90-55) .............................................. 278

REPLACEMENT OF HANGER MEMBERS OF THE MILLARD E. TYDINGS MEMORIAL BRIDGE Keith A. Duerling, Maryland Transportation Authority, Baltimore, Maryland (IBC-90-56) ...................................... 288

SIX BRIDGE REHABILITATIONS-SIMILARITIES AND DIFFERENCES Edward Cohen, Samia Abdou, Ammann & Whitney, New York, New York (IBC-90-57) ........................................ 293

SEISMIC RETROFIT OF THE GOLDEN GATE BRIDGE Frank L. Stahl, Samuel Weissman, Ammann & Whitney, New York, New York (IBC-90-58) ................................... 302

ROUTE 9-EDISON BRIDGE OVER THE RARITAN RIVER John Swindlehurst, Parsons Brinckerhoff-FG, Inc., West Trenton, New Jersey (IBC-90-59) ................................... 307

WIDENING AND REHABILITATION OF PASSAIC RIVER BRIDGE Farzin Lackpour, Parsons Brinckerhoff-FG, Inc., West Trenton, New Jersey (IBC-90-60) ...................................... 315

vi

WEDNESDAY AFTERNOON SESSION "8"

CONSTRUCTION

Peter Florian, Session Chairman, Allegheny County Department of Capital Projects, Pittsburgh, Pennsylvania

DESIGN AND CONSTRUCTION OF THE DAME POINT CONCRETE CABLE-STAYED BRIDGE AT JACKSONVILLE, FLORIDA

Marcos P. Loizias, Raymond McCabe, Howard Needles Tammen & Bergendoff, New York, New York (IBC-90-61) ............ 321 DESIGN FOR CONSTRUCTION-DAME POINT CABLE STAYED BRIDGE

Khaled Shawwaf, Dywidag Systems International, USA, Inc., Flushing, New York; Man-Chung Tang, DRC Consultants, Inc., Flushing, New York (IBC-90-62) (This paper not published in these Proceedings.)

TEMPORARY STRUCTURES FOR THE DAN RYAN RECONSTRUCTION Michael Garlich, Daniel Stromberg, Collins Engineers, Inc., Chicago, Illinois (IBC-'90-63) ..................................... 329

THE DESIGN AND CONSTRUCTION OF THE MUSKINGUM MINE COAL UNLOADING BRIDGE Gerald H. Jones, L.G. Holt, Michael Baker, Jr., Inc., Beaver, Pennsylvania; AJ. Gorun, American Electric Power, Lancaster, Ohio (IBC-90-64) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 336

DESIGN AND CONSTRUCTION OF THE COOPER RIVER BRIDGE Raymond J. McCabe, Howard Needles Tammen & Bergendoff, New York, New York (IBC-90-65) ............................ 340

DESIGN AND CONSTRUCTION OF THE RICHMOND, FREDERICKSBURG AND POTOMAC RAILROAD BRIDGE OVER QUANTICO CREEK

T. Howard Noel, Robert H. White, Hayes, Seay, Mattern & Mattern, Inc., Roanoke, Virginia (IBC-90-66) ....................... 347 FABRICATION AND ERECTION OF STEEL BOX GIRDERS FOR THE NORTH APPROACH OF THE ALRT FRASER RIVER CROSSING

Peter A Timler, PBK Engineering Ltd., Vancouver, British Columbia; David G. Calder, Calder Engineering, Inc., North Vancouver, British Columbia; Manfred A. Frank, Canron, Inc./Western Bridge Division, Vancouver, British Columbia (IBC-90-67) ........................... 357

vii

ibc 1984 – 1990 table of contents

Documents