session 3.4 covered bridge manual update · 2008. 8. 23. · microsoft powerpoint -...
TRANSCRIPT
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Phillip C. Pierce, P.E. Earl Dubin 6738 County Highway 14 Structural Engineer Treadwell, NY 13846 FHWA, New York Division Phone: (607) 829-5941 O'Brien Federal Bldg. [email protected] Clinton & N. Pearl Albany, NY 12207 Phone: (518) 431-4125, ext. 229 [email protected]
Synopsis:
A Covered Bridge Manual has been prepared and recently released by the Federal Highway Administration (it’s available for FREE!). It was specifically developed to address the preservation of historic covered bridges and contains a thorough discussion of issues relevant to all involved with these efforts. It will be of most interest to engineers and contractors, but offers good guidance to owners as well. Phillip Pierce, principle author of the manual, will discuss key aspects of the work.
About the Presenters: Phil Pierce has 32+ years of diverse involvement with bridge engineering and is
identified as one with a special passion for covered bridges. He is currently the Deputy Commissioner of the Delaware County Department of Public Works, but also began a part-time consulting practice in 2000. It was as a consultant that FHWA selected him to develop a Manual on Covered Bridges.
Earl Dubin has his Bachelor of Science in Civil Engineering from the University of Buffalo. During his career he has served as Traffic Engineer for Erie County and the City of Buffalo, as well as being the Bridge Engineer for the City of Buffalo. Currently, Mr. Dubin is a Structural Engineer with the New York Division of the Federal Highway Administration. Mr. Dubin is a Licensed Professional Engineer in New York State.
SESSION 3.4
Covered Bridge Manual Update
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Twelfth Statewide Conference on Twelfth Statewide Conference on Local Bridges, October 2005Local Bridges, October 2005
FHWAFHWA’’ss Covered Bridge ManualCovered Bridge Manualbyby
Phillip C. Pierce, P.E.,Phillip C. Pierce, P.E.,
Introduction by Earl Dubin, P.E. , FHWAIntroduction by Earl Dubin, P.E. , FHWA
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Phillip C. Pierce, P.E. 2
NHCBP Program
TEA-21SAFETEA-LU
Apply through NYSDOT Regional office
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Phillip C. Pierce, P.E. 3
New York State
24 bridges in the StateTEA-21
Funds of nearly $1MRehabilitate 7 Bridges
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Phillip C. Pierce, P.E.Phillip C. Pierce, P.E. 44
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Phillip C. Pierce, P.E. 5
What is it?
Funded by the Historic Covered Bridge Preservation Program, part of TEA-21One of several “research” efforts related theretoFinally in print after several years of development and “refinement”Hardcopy available for free –downloadable is supposedly coming
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Phillip C. Pierce, P.E. 6
Why was it needed?
Very little technical information was/is available about the engineering and construction of covered bridgesCovered bridges present unusual challenges to those involved with themSome of those challenges are not addressed by current specifications
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Phillip C. Pierce, P.E. 7
Who prepared it?
Phillip C. Pierce, P.E., Consulting Engineer, assisted by:Ben Brungraber, P.E. – well known and highly respected timber engineerAbba Lichtenstein, P.E. – yes, still active and offering insightful critiquesScott Sabol, P.E. – VT Technical College professor; formerly at NCHRP
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Phillip C. Pierce, P.E. 8
Who is it for?
Anyone involved with covered bridgesPrimarily meant for engineers and contractorsHopefully educational for owners
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Phillip C. Pierce, P.E. 9
What’s in it?
The answers to ALL questions and conundrums involving CBs!
No, alas, not really – but as much guidance and insight as could be offered
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Phillip C. Pierce, P.E. 10
What’s NOT in it?
The definitive answer to where the strength of some covered bridges is hidden
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Phillip C. Pierce, P.E. 11
Contents
BackgroundDescription Of Bridge ComponentsTechnical Engineering IssuesCare Of Existing BridgesReferencesAppendices
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Phillip C. Pierce, P.E. 12
Contents Continued
Background1. Introduction2. Covered Bridges: Form, Use, and
Terminology3. Historical Development of Covered
Bridges
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Phillip C. Pierce, P.E. 13
Contents Continued
Description Of Bridge Components4. Types of Longitudinal Supporting
Trusses5. Floor Systems6. Ancillary Features7. Foundations
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Phillip C. Pierce, P.E. 14
Contents Continued
Technical Engineering Issues8. The Engineering Challenge9. Design and Analysis Specifications10. Issues Related to Wood11. Loads12. Force and Stress Analysis Issues13. Design Issues14. Connections
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Phillip C. Pierce, P.E. 15
Contents Continued
Care Of Existing Bridges15. Evaluating Existing Bridges16. Repairing and Strengthening Existing17. Preserving Existing Covered Bridges18. Historic Considerations 19. Guide to Initial Preservative Treatment
of Wood in Covered Bridges
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Phillip C. Pierce, P.E. 16
Contents Continued
AppendicesA. An article about Town-lattice trussesB. Three case studies on repairing and
strengtheningC. Three case studies on new
constructionD. Three case studies on replicas
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Phillip C. Pierce, P.E. 17
Especially important topics
Technical approachLoadsSpecificationsTimber connectionsBracingRespect for performancePractical considerations
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Phillip C. Pierce, P.E. 18
(Phil’s) Technical Approach
Use of “Sophisticated” software (including finite elements) is not necessarily a good approach, nor often necessaryLoad and Resistance Factor Design is unwarranted
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Phillip C. Pierce, P.E. 19
Loads
bridge weightlive load snow loadwind load
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Phillip C. Pierce, P.E. 20
Specifications
Allowable stress!What benefit can LRFD offer a simple span timber truss?
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Phillip C. Pierce, P.E. 21
Timber connections
Traditional timber joinery is NOT like steelIgnoring joinery in the analysis is not proper, nor safeThey can be COMPLEX!And contentious
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Phillip C. Pierce, P.E.Phillip C. Pierce, P.E. 2222
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Phillip C. Pierce, P.E. 23
Bracing
Again – this is NOT steel,Rely on proven traditions,Don’t expect to be able to easily prove strength with calculations
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Phillip C. Pierce, P.E. 24
Respect for performance
Extant “historic” covered bridges have withstood the test of timeOne should not ignore performance when numerical evaluations indicate a problem
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Phillip C. Pierce, P.E. 25
Practical Considerations
There are limitations to the capabilities of field evaluations (e.g. careful of promises to use technology to identify all rot)There are limitations of repair or rehabilitation – an originally weak bridge cannot support modern loadsRelaxed codes (e.g. guiderails)
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Phillip C. Pierce, P.E. 26
Key to Success
PROVEN EXPERIENCE - both for the Engineer and the ContractorPatient and understanding regulators and ownerFlexible budget
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Phillip C. Pierce, P.E. 27
What would I like to have included, but didn’t?
More information about the nuances of bridges across the statesA recent presentation in Oregon about the manual enabled me to visit CBs there and I observed significant differences from east coast bridges
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Phillip C. Pierce, P.E.Phillip C. Pierce, P.E. 2828
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Phillip C. Pierce, P.E.Phillip C. Pierce, P.E. 2929
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Phillip C. Pierce, P.E. 30
What would I like to see done for the benefit of CBs?
Research into the topic of allowable stresses for historic material and elements - carefully consider the 95% Exclusion RuleConsider a national Blue Ribbon review panel prior to destruction or major alteration of historic CBs
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Phillip C. Pierce, P.E. 31
What’s Next?
More funding for additional research is included in the new Highway Reauthorization bill (the “Safe, Accountable, Flexible and Efficient Transportation Equity Act – A Legacy for Users” (SAFETEA-LU)
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Phillip C. Pierce, P.E. 32
Closing thought
Having been involved in virtually any type of bridge that one can identify, including quite a bit of work on metal trusses and other timber structures, I characterize them as presenting more challenge than most bridgesI consider our remaining historic covered bridges as treasuresThey should not be entrusted to amateurs
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Phillip C. Pierce, P.E. 33
How get a free copy?
Send an e-mail request to:John O’Fallon at FHWA Turner-Fairbank
john.o’[email protected]
Or call him at (202) 493-3051
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Phillip C. Pierce, P.E.Phillip C. Pierce, P.E. 3434
(Anyone have a CB assignment for me?)
No, Seriously –Questions/Comments?