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NATIONAL
NCHRP REPORT 620
COOPERATIVE
HIGHWAY
RESEARCH
PROGRAM
Development of Design
Specifications and Commentary
for Horizontally Curved
Concrete Box-Girder Bridges
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TRANSPORTATION RESEARCH BOARD 2008 EXECUTIVE COMMITTEE*
OFFICERS
CHAIR: Debra L. Miller, Secretary, Kansas DOT, Topeka
VICE CHAIR: Adib K. Kanafani, Cahill Professor of Civil Engineering, University of California, Berkeley
EXECUTIVE DIRECTOR: Robert E. Skinner, Jr., Transportation Research Board
MEMBERS
J. Barry Barker, Executive Director, Transit Authority of River City, Louisville, KY
Allen D. Biehler, Secretary, Pennsylvania DOT, Harrisburg
John D. Bowe, President, Americas Region, APL Limited, Oakland, CA
Larry L. Brown, Sr., Executive Director, Mississippi DOT, Jackson
Deborah H. Butler, Executive Vice President, Planning, and CIO, Norfolk Southern Corporation, Norfolk, VA
William A.V. Clark, Professor, Department of Geography, University of California, Los Angeles
David S. Ekern, Commissioner, Virginia DOT, Richmond
Nicholas J. Garber, Henry L. Kinnier Professor, Department of Civil Engineering, University of Virginia, Charlottesville
Jeffrey W. Hamiel, Executive Director, Metropolitan Airports Commission, Minneapolis, MN
Edward A. (Ned) Helme, President, Center for Clean Air Policy, Washington, DC
Will Kempton, Director, California DOT, Sacramento
Susan Martinovich, Director, Nevada DOT, Carson City
Michael D. Meyer, Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta
Michael R. Morris, Director of Transportation, North Central Texas Council of Governments, Arlington
Neil J. Pedersen, Administrator, Maryland State Highway Administration, Baltimore
Pete K. Rahn, Director, Missouri DOT, Jefferson City
Sandra Rosenbloom, Professor of Planning, University of Arizona, Tucson
Tracy L. Rosser, Vice President, Corporate Traffic, Wal-Mart Stores, Inc., Bentonville, AR
Rosa Clausell Rountree, Executive Director, Georgia State Road and Tollway Authority, Atlanta
Henry G. (Gerry) Schwartz, Jr., Chairman (retired), Jacobs/Sverdrup Civil, Inc., St. Louis, MO
C. Michael Walton, Ernest H. Cockrell Centennial Chair in Engineering, University of Texas, Austin
Linda S. Watson, CEO, LYNXCentral Florida Regional Transportation Authority, Orlando
Steve Williams, Chairman and CEO, Maverick Transportation, Inc., Little Rock, AR
EX OFFICIO MEMBERS
Thad Allen (Adm., U.S. Coast Guard), Commandant, U.S. Coast Guard, Washington, DC
Joseph H. Boardman, Federal Railroad Administrator, U.S.DOT
Rebecca M. Brewster, President and COO, American Transportation Research Institute, Smyrna, GA
Paul R. Brubaker, Research and Innovative Technology Administrator, U.S.DOT
George Bugliarello, Chancellor, Polytechnic University of New York, Brooklyn, and Foreign Secretary, National Academy of Engineering,
Washington, DC
Sean T. Connaughton, Maritime Administrator, U.S.DOT
LeRoy Gishi, Chief, Division of Transportation, Bureau of Indian Affairs, U.S. Department of the Interior, Washington, DC
Edward R. Hamberger, President and CEO, Association of American Railroads, Washington, DC
John H. Hill, Federal Motor Carrier Safety Administrator, U.S.DOT
John C. Horsley, Executive Director, American Association of State Highway and Transportation Officials, Washington, DC
Carl T. Johnson, Pipeline and Hazardous Materials Safety Administrator, U.S.DOT
J. Edward Johnson, Director, Applied Science Directorate, National Aeronautics and Space Administration, John C. Stennis Space Center, MS
Thomas J. Madison, Jr., Administrator, Federal Highway Administration, U.S.DOT
William W. Millar, President, American Public Transportation Association, Washington, DC
Nicole R. Nason, National Highway Traffic Safety Administrator, U.S.DOT
James S. Simpson, Federal Transit Administrator, U.S.DOT
Robert A. Sturgell, Acting Administrator, Federal Aviation Administration, U.S.DOT
Robert L. Van Antwerp (Lt. Gen., U.S. Army), Chief of Engineers and Commanding General, U.S. Army Corps of Engineers, Washington, DC
*Membership as of September 2008.
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NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM
NCHRP REPORT 620
Development of Design
Specifications and Commentary
for Horizontally Curved
Concrete Box-Girder Bridges
NUTT, REDFIELD AND VALENTINE
Orangevale, CA
IN ASSOCIATION WITH
DAVID EVANS & ASSOCIATES, INC.
San Diego, CA
AND
ZOCON CONSULTING ENGINEERS, INC.
Folsom, CA
Subject Areas
Bridges, Other Structures, and Hydraulics and Hydrology
Research sponsored by the American Association of State Highway and Transportation Officials
in cooperation with the Federal Highway Administration
TRANSPORTATION RESEARCH BOARD
WASHINGTON, D.C.
2008
www.TRB.org
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NATIONAL COOPERATIVE HIGHWAY NCHRP REPORT 620
RESEARCH PROGRAM
Systematic, well-designed research provides the most effective Project 12-71
approach to the solution of many problems facing highway ISSN 0077-5614
administrators and engineers. Often, highway problems are of local ISBN: 978-0-309-11750-0
interest and can best be studied by highway departments individually Library of Congress Control Number 2008936983
or in cooperation with their state universities and others. However, the © 2008 Transportation Research Board
accelerating growth of highway transportation develops increasingly
complex problems of wide interest to highway authorities. These
problems are best studied through a coordinated program of COPYRIGHT PERMISSION
cooperative research.
Authors herein are responsible for the authenticity of their materials and for obtaining
In recognition of these needs, the highway administrators of the written permissions from publishers or persons who own the copyright to any previously
American Association of State Highway and Transportation Officials published or copyrighted material used herein.
initiated in 1962 an objective national highway research program Cooperative Research Programs (CRP) grants permission to reproduce material in this
employing modern scientific techniques. This program is supported on publication for classroom and not-for-profit purposes. Permission is given with the
understanding that none of the material will be used to imply TRB, AASHTO, FAA, FHWA,
a continuing basis by funds from participating member states of the
FMCSA, FTA, or Transit Development Corporation endorsement of a particular product,
Association and it receives the full cooperation and support of the method, or practice. It is expected that those reproducing the material in this document for
Federal Highway Administration, United States Department of educational and not-for-profit uses will give appropriate acknowledgment of the source of
any reprinted or reproduced material. For other uses of the material, request permission
Transportation.
from CRP.
The Transportation Research Board of the National Academies was
requested by the Association to administer the research program
because of the Board's recognized objectivity and understanding of
NOTICE
modern research practices. The Board is uniquely suited for this
purpose as it maintains an extensive committee structure from which The project that is the subject of this report was a part of the National Cooperative Highway
Research Program conducted by the Transportation Research Board with the approval of
authorities on any highway transportation subject may be drawn; it the Governing Board of the National Research Council. Such approval reflects the
possesses avenues of communications and cooperation with federal, Governing Board's judgment that the program concerned is of national importance and
state and local governmental agencies, universities, and industry; its appropriate with respect to both the purposes and resources of the National Research
Council.
relationship to the National Research Council is an insurance of
The members of the technical committee selected to monitor this project and to review this
objectivity; it maintains a full-time research correlation staff of
report were chosen for recognized scholarly competence and with due consideration for the
specialists in highway transportation matters to bring the findings of balance of disciplines appropriate to the project. The opinions and conclusions expressed
research directly to those who are in a position to use them. or implied are those of the research agency that performed the research, and, while they have
been accepted as appropriate by the technical committee, they are not necessarily those of
The program is developed on the basis of research needs identified
the Transportation Research Board, the National Research Council, the American
by chief administrators of the highway and transportation departments Association of State Highway and Transportation Officials, or the Federal Highway
and by committees of AASHTO. Each year, specific areas of research Administration, U.S. Department of Transportation.
needs to be included in the program are proposed to the National Each report is reviewed and accepted for publication by the technical committee according
Research Council and the Board by the American Association of State to procedures established and monitored by the Transportation Research Board Executive
Committee and the Governing Board of the National Research Council.
Highway and Transportation Officials. Research projects to fulfill these
needs are defined by the Board, and qualified research agencies are The Transportation Research Board of the National Academies, the National Research
Council, the Federal Highway Administration, the American Association of State Highway
selected from those that have submitted proposals. Administration and and Transportation Officials, and the individual states participating in the National
surveillance of research contracts are the responsibilities of the National Cooperative Highway Research Program do not endorse products or manufacturers. Trade
Research Council and the Transportation Research Board. or manufacturers' names appear herein solely because they are considered essential to the
object of this report.
The needs for highway research are many, and the National
Cooperative Highway Research Program can make significant
contributions to the solution of highway transportation problems of
mutual concern to many responsible groups. The program, however, is
intended to complement rather than to substitute for or duplicate other
highway research programs.
Published reports of the
NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM
are available from:
Transportation Research Board
Business Office
500 Fifth Street, NW
Washington, DC 20001
and can be ordered through the Internet at:
http://www.national-academies.org/trb/bookstore
Printed in the United States of America
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COOPERATIVE RESEARCH PROGRAMS
CRP STAFF FOR NCHRP REPORT 620
Christopher W. Jenks, Director, Cooperative Research Programs
Crawford F. Jencks, Deputy Director, Cooperative Research Programs
David B. Beal, Senior Program Officer
Eileen P. Delaney, Director of Publications
Hilary Freer, Senior Editor
NCHRP PROJECT 12-71 PANEL
Field of Design--Area of Bridges
Michael R. Pope, California DOT, Sacramento, CA (Chair)
Bruce V. Johnson, Oregon DOT, Salem, OR
Abdeldjelil Belarbi, Missouri University of Science and Technology, Rolla, MO
David C. O'Hagan, Florida DOT, Tallahassee, FL
Jerry L. Potter, Livingston, TX
Geoffrey Swett, Washington State DOT, Olympia, WA
Dean W. Van Landuyt, Texas DOT, Austin, TX
Nur Yazdani, University of TexasArlington, Arlington, TX
Gary Jakovich, FHWA Liaison
Stephen F. Maher, TRB Liaison
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FOREWORD
By David B. Beal
Staff Officer
Transportation Research Board
This report provides specifications, commentary, and examples for the design of hori-
zontally curved concrete box-girder highway bridges. The report details the development of
the design procedures. Recommended LRFD specifications and design examples illustrat-
ing the application of the design methods and specifications are included in appendixes
(available on the TRB website at http://trb.org/news/blurb_detail.asp?id=9596). The mate-
rial in this report will be of immediate interest to bridge designers.
Many concrete box-girder bridges are constructed on horizontally curved alignments. In
some instances, problems such as bearing uplift, cracked diaphragms and piers, and lateral
tendon breakout have occurred. The AASHTO Bridge Specifications do not adequately
address these and other issues, either in the provisions, or commentary.
AASHTO has recently incorporated provisions for the design of horizontally curved steel
bridges into the LRFD Bridge Design Specifications. These specifications include specific
guidance on when horizontal curvature effects must be considered. Bridge owners and
designers need specifications and commentary, as well as examples that provide design
guidance for horizontally curved concrete box-girder bridges.
The objective of NCHRP Project 12-71 was to develop specifications, commentary, and
examples for the design of horizontally curved concrete box-girder bridges. The research
was performed by Nutt, Redfield & Valentine, Orangevale, California; in association with
David Evans & Associates, Inc., San Diego, California; and Zocon Consulting Engineers,
Inc., Folsom, California. The report and appendices fully document the effort to develop
the design procedures. (The appendixes are available on the TRB website at http://trb.org/
news/blurb_detail.asp?id=9596)
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CONTENTS
1 Chapter 1 Introduction
3 Chapter 2 State-of-Practice Review
3 Domestic Practice
5 Foreign Practice
6 Field Problems
8 Chapter 3 Published Literature Review
8 Codes and Design Standards
9 Design Methods
9 Design Steps (General Sectional Model)
9 Step 1--Determine the Controlling Load Cases
9 Step 2--Determine the Cross-Section Parameters
9 Step 3--Check the Web Width
10 Step 4--Calculate Shear Stress
10 and x and Find and
Step 5--Calculate vu / f c
10 Step 6--Determine Required Spacing of Stirrups
11 Step 7--Check the Longitudinal Reinforcement
11 Design Steps (Segmental Box-Girder)
11 Step 1--Determine the Controlling Load Cases
11 Step 2--Determine the Cross-Section Parameters
12 Step 3--Check if Torsion Must be Considered
12 Step 4--Check the Web Width
12 Step 5--Determine Required Spacing of Stirrups:
12 Step 6--Check the Longitudinal Reinforcement
13 Design Philosophy
14 Response of Curved Concrete Box-Girder Bridges
14 Global Analysis
20 Laboratory Experiments
21 Design Issues
21 Bearings
21 Diaphragms
21 Flexure and Flexural Shear
23 Torsion
25 Wheel Load Distribution
25 Tendon Breakout and Deviation Saddles
28 Time Dependency
29 Vehicular Impact
29 Seismic Response
29 Design Optimization
29 Detailing
30 Summary
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31 Chapter 4 Global Response Analysis Studies
31 Objective
31 Model Verification
31 Parameter Studies
31 Analysis Cases
32 Structural Analysis
34 Loads
35 Results Review
36 Summary of Results
37 Conclusions of the Parametric Study
38 Special Studies
38 Diaphragm
39 Bearings at the Bents
39 Skewed Abutments
41 Long-Term Creep
44 Chapter 5 Regional and Local Response Analysis Studies
45 Local Analysis Validation/Demonstration Case (UT Test Case)
45 Test Model and Test Conduct
51 Local Analysis of Multicell Box Girders
52 Model Prototype: Three-Cell Cast-In-Place Box Girder
53 Multicell Models--Analysis Results
57 Discussion of Results
63 Local Analysis of Single-Cell Box Girders
63 Model Prototype: Single-Cell CIP Box Girder
66 Single-Cell Models--Analysis Results
67 Discussion of Results
72 Conclusions From Local Analyses
72 General Observations on Capacity
72 Summary of Influences from Detailing Parameters
75 Recommendations for Web Capacity Design
79 Chapter 6 Conclusions
84 References/Bibliography
87 Appendixes