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Field Testing and Structural Analysis of Burr Arch Covered Bridges in Pennsylvania
Field Testing and Structural Analysis of Burr Arch Covered Bridges in Pennsylvania Douglas Rammer1, James Wacker2, Travis Hosteng3, Justin Dahlberg4 and Yaohua Deng5 ABSTRACT: The Federal Highway Administration sponsored a comprehensive research program on Historic Covered Timber Bridges in the USA. This national program's main purpose is to develop improved methods to preserve, rehabilitate, and restore timber bridge trusses that were developed during the early 1800s and, in many cases, are still in service today. One of the many ongoing research studies is aimed at establishing a procedure for safely and reliably load- rating historic covered bridges though physical testing and improved structural modelling. This paper focuses on recent field work and analysis of four Burr Arch through-truss-type covered bridges located in Lancaster County, Pennsylvania. An overview of field evaluation methods, loading testing, and structural modelling procedures are included along with a comparison of field measurements and structural model prediction of bridge behaviour. KEYWORDS: loading rating, structural analysis, covered bridges, historical landmark, burr arch 1 INTRODUCTION 123 established for historic covered bridges. Given the historic nature and unusual geometric features of these The Federal Highway Administration (FHWA), in structures, a procedure needs to be established detailing partnership with the USDA Forest Products Laboratory how to safely and reliably determine load ratings for and the National Park Service (NPS), sponsored a historic covered timber bridges through physical testing. comprehensive national research program on Historic Covered Timber Bridges in the USA. The main purpose Similarly, the complex behavior and unique details of is to develop improved methods to preserve, rehabilitate, covered bridges make structural modeling a daunting task and restore timber bridge trusses that were first developed for the typical bridge engineer. -
A Look at Bridges: a Study of Types, Histories, and the Marriage of Engineering and Architecture Cody Chase Connecticut College
Connecticut College Digital Commons @ Connecticut College Architectural Studies Integrative Projects Art History and Architectural Studies 2015 A Look at Bridges: A Study of Types, Histories, and the Marriage of Engineering and Architecture Cody Chase Connecticut College Follow this and additional works at: http://digitalcommons.conncoll.edu/archstudintproj Recommended Citation Chase, Cody, "A Look at Bridges: A Study of Types, Histories, and the Marriage of Engineering and Architecture" (2015). Architectural Studies Integrative Projects. Paper 73. http://digitalcommons.conncoll.edu/archstudintproj/73 This Article is brought to you for free and open access by the Art History and Architectural Studies at Digital Commons @ Connecticut College. It has been accepted for inclusion in Architectural Studies Integrative Projects by an authorized administrator of Digital Commons @ Connecticut College. For more information, please contact [email protected]. The views expressed in this paper are solely those of the author. CODY CHASE SENIOR INTEGRATIVE PROJECT: INDEPENDENT STUDY ARCHITECTURAL STUDIES CONNECTICUT COLLEGE 2015 A"LOOK"INTO"BRIDGES" A"Study"of"Types,"Histories,"and"the"Marriage"of" Engineering"and"Architecture" " Cody"Chase"‘15" Architectural"Studies"Major,"Art"History"Minor" Senior"IntegraHve"Project" " Why Bridges? Where to begin? TYPES OTHER • Arch • Glossary • Beam/Girder/Stringer • Materials • Truss • History of Failures • Suspension • Models • Cable-Stayed • Moveable Span What makes a bridge stand up? FORCES ***Compression: -
Historic Bridges of Somerset County Pennsylvania
HISTORIC BRIDGES OF SOMERSET COUNTY PENNSYLVANIA Scott D. Heberling Pennsylvania Department of Transportation Federal Highway Administration HISTORIC BRIDGES OF SOMERSET COUNTY PENNSYLVANIA Scott D. Heberling Photographs by Scott D. Heberling and Stephen Simpson except as noted Layout and design by Christopher Yohn This publication was produced by Heberling Associates, Inc. for the Pennsylvania Department of Transportation and the Federal Highway Administration © 2010 Pennsylvania Department of Transportation ISBN-10: 0-89271-126-4 ISBN-13: 978-0-89271-126-0 CONTENTS 1 Somerset County’s Historic Bridges 3 Bridge Building in Pennsylvania 6 Stone Arch Bridges 10 Wooden Covered Bridges 21 Metal Truss Bridges 35 Concrete Bridges 43 Bridge Location Map 44 Sources Glessner Bridge Salisbury Viaduct Somerset County’s Historic Bridges Somerset County, high in the Laurel Highlands of southwestern Pennsylvania, is renowned for its stunning natural beauty and expansive rural landscapes. It is also rich in history. The county’s many historic farms, villages, and winding country roads contribute to a strong “sense of place” that appeals to residents and visitors alike. The people who have called Somerset County home for thousands of years have created a unique cultural environment unlike any other. From the ancient settlements in the “Turkeyfoot” region of the south, to the rolling farm country of Brothers Valley in the center, to the coal patch towns of the north, history is everywhere in Somerset County. Something interesting always seems to lie just around the next bend in the road. The county’s development was shaped by its hydrology and rugged topography. Although its forested hills hid immeasurable mineral wealth just below the surface they also limited the areas suitable for settlement and agriculture. -
Eldean Bridge NHL Nomination
NPS Form 10-900 USDI/NPS NRHP Registration Form (Rev. 8-86) OMB No. 1024-0018 ELDEAN BRIDGE Page 1 United States Department of the Interior, National Park Service National Register of Historic Places Registration Form 1. NAME OF PROPERTY Historic Name: Eldean Bridge (preferred historic common name) Other Name/Site Number: Allen’s Mill Bridge (original historic name); Marshall Bridge; World Guide #35-55-01; Farver Road Bridge 0.15 2. LOCATION Street Address: Spanning Great Miami River at bypassed section of Eldean Road/CR33 (bypassed section of Eldean Road is now the west part of Farver Road) Not for Publication: City/Town: Troy vicinity, Concord Township-Staunton Township Vicinity: X State: Ohio County: Miami Code: 055 Zip Code: 45373 3. CLASSIFICATION Ownership of Property Category of Property Private: ___ Building(s): ___ Public-Local: X District: ___ Public-State: ___ Site: ___ Public-Federal: ___ Structure: X Object: ___ Number of Resources within Property Contributing Noncontributing buildings buildings sites sites 1 structures structures objects objects 1 Total 0 Total Number of Contributing Resources Previously Listed in the National Register: 1 Name of Related MultipleDRAFT Property Listing: NPS Form 10-900 USDI/NPS NRHP Registration Form (Rev. 8-86) OMB No. 1024-0018 ELDEAN BRIDGE Page 2 United States Department of the Interior, National Park Service National Register of Historic Places Registration Form 4. STATE/FEDERAL AGENCY CERTIFICATION As the designated authority under the National Historic Preservation Act of 1966, as amended, I hereby certify that this ____ nomination ____ request for determination of eligibility meets the documentation standards for registering properties in the National Register of Historic Places and meets the procedural and professional requirements set forth in 36 CFR Part 60. -
Kintersburg Bridge, PA-32-05
THE THEODORE BURR COVERED BRIDGE SOCIETY OF PENNSYLVANIA, INC. VOLUME 40 - NUMBER 1 WINTER 2017 Kintersburg Bridge, PA-32-05 J. S. Fleming built this bridge across Crooked Creek in 1877 at a cost of $893. The 68 ft., single span crossing is one of only five Howe Truss covered bridges in the Commonwealth. It was named for Isaac Kinter, a local shopkeeper. Bypassed many years ago by a modern bridge, it is located off Tanoma Road on Musser Road in Rayne Township. One of four remaining covered bridges in Indiana County, PA, all are easily visited in one afternoon tour. - Photo by Thomas E. Walczak, September 25, 2016 - 1 - WOODEN COVERED SPANS VOLUME 40 - NUMBER 1, WINTER 2017 THE THEODORE BURR COVERED BRIDGE SOCIETY OF PENNSYLVANIA, INC. The material herein shall not be reproduced without prior written permission from this society. Editor Thomas E. Walczak 3012 Old Pittsburgh Road New Castle, PA 16101 The Old Covered Bridge Email: [email protected] By Charles Clevenger OFFICERS 2016-2017 New Boston, Ohio President .........................................................Thomas E. Walczak 3012 Old Pittsburgh Road A dusty dirt road meanders the ridge, New Castle, PA 16101 Then curves downhill 1st Vice-President ...................................................James Smedley To an old covered bridge. 4 Gamewell Garth Where I, in my youth, Nottingham, MD 21236 Spent hours at play; 2nd Vice-President ..................................................Ray Finkelstein Oh, I remember—‘tho it were yesterday. 4720 Horseshoe Trail Macungie, PA 180625 There, hearts of love, I carved on its beams, 3rd Vice-President ................................................... Steve Wolfhope 706 Jonathan Drive ‘Twas only yesterday- or so it seems. -
Bridge Types in NSW Historical Overviews 2006
Bridge Types in NSW Historical overviews 2006 These historical overviews of bridge types in NSW are extracts compiled from bridge population studies commissioned by RTA Environment Branch. CONTENTS Section Page 1. Masonry Bridges 1 2. Timber Beam Bridges 12 3. Timber Truss Bridges 25 4. Pre-1930 Metal Bridges 57 5. Concrete Beam Bridges 75 6. Concrete Slab and Arch Bridges 101 Masonry Bridges Heritage Study of Masonry Bridges in NSW 2005 1 Historical Overview of Bridge Types in NSW: Extract from the Study of Masonry Bridges in NSW HISTORICAL BACKGROUND TO MASONRY BRIDGES IN NSW 1.1 History of early bridges constructed in NSW Bridges constructed prior to the 1830s were relatively simple forms. The majority of these were timber structures, with the occasional use of stone piers. The first bridge constructed in NSW was built in 1788. The bridge was a simple timber bridge constructed over the Tank Stream, near what is today the intersection of George and Bridge Streets in the Central Business District of Sydney. Soon after it was washed away and needed to be replaced. The first "permanent" bridge in NSW was this bridge's successor. This was a masonry and timber arch bridge with a span of 24 feet erected in 1803 (Figure 1.1). However this was not a triumph of colonial bridge engineering, as it collapsed after only three years' service. It took a further five years for the bridge to be rebuilt in an improved form. The contractor who undertook this work received payment of 660 gallons of spirits, this being an alternative currency in the Colony at the time (Main Roads, 1950: 37) Figure 1.1 “View of Sydney from The Rocks, 1803”, by John Lancashire (Dixson Galleries, SLNSW). -
Over Jones Falls. This Bridge Was Originally No
The same eastbound movement from Rockland crosses Bridge 1.19 (miles west of Hollins) over Jones Falls. This bridge was originally no. 1 on the Green Spring Branch in the Northern Central numbering scheme. PHOTO BY MARTIN K VAN HORN, MARCH 1961 /COLLECTION OF ROBERT L. WILLIAMS. On October 21, 1959, the Interstate Commerce maximum extent. William Gill, later involved in the Commission gave notice in its Finance Docket No. streetcar museum at Lake Roland, worked on the 20678 that the Green Spring track west of Rockland scrapping of the upper branch and said his boss kept would be abandoned on December 18, 1959. This did saying; "Where's all the steel?" Another Baltimore not really affect any operations on the Green Spring railfan, Mark Topper, worked for Phillips on the Branch. Infrequently, a locomotive and a boxcar would removal of the bridge over Park Heights Avenue as a continue to make the trip from Hollins to the Rockland teenager for a summer job. By the autumn of 1960, Team Track and return. the track through the valley was just a sad but fond No train was dispatched to pull the rail from the memory. Green Spring Valley. The steel was sold in place to the The operation between Hollins and Rockland con- scrapper, the Phillips Construction Company of tinued for another 11/2 years and then just faded away. Timonium, and their crews worked from trucks on ad- So far as is known, no formal abandonment procedure jacent roads. Apparently, Phillips based their bid for was carried out, and no permission to abandon was the job on old charts that showed the trackage at its ' obtained. -
Bridge Summary
BRIDGE SUMMARY KEY PBB Prestressed Butted Boxes PIB Prestressed I-Beams Each bridge has data listed on three lines, the top line being structure specific PSB Prestressed Spread Boxes information, the second line being comments and roadway specific information. PSC Prestressed Concrete The third line being the condition of major elements of the bridge. PSS Prestressed Solid Slabs PTB Prestressed Tee Beams The Top line consists of PVS Prestressed Voided Slabs SA Steel Arch Bridge Coordinate Number SRF Steel Rigid Frame Facility Carried by the Structure SWING Swing Bridge Feature Crossed TB Timber Bridge Date of most recent Inspection TB-C Covered Bridge Federal Sufficiency Rating (%) TB-CS Timber Bridge Conc. Slab Owner of the bridge TPG Thru Plate Girder Type of Bridge: TS Timber Slab BAIB Bailey or similar bridge TS-P Prestressed Timber Slab BAS Bascule Span BGB Beam Girder Bridge Width of the bridge CA Concrete Arch Some buried structures are coded with Zero Width CACUL Concrete Arch Culvert Length of the bridge CAR Concrete Arch Rib Number of bridge spans CB Concrete Box A flag indicating that the structure meets the federal definition of a CB-P Concrete Box-Precast bridge CP Concrete Pipe Recommended Weight limit Posting: CRF Concrete Rigid Frame CRF-P Concrete Rigid Frame-Precast E1, E2, C1, C2 & C3 - Restrictions for Certified Vehicles. CS Concrete Slab CPP Corrugated Polymer Pipe NOTE: The NHDOT has taken the position that the Town or City is CTB Concrete Tee Beam responsible for the evaluation of their bridges. Until evaluated, we CTC Concrete Timber Composite recommend all Town and City owned bridges be Posted "E-2". -
Timber Bridges Design, Construction, Inspection, and Maintenance
Timber Bridges Design, Construction, Inspection, and Maintenance Michael A. Ritter, Structural Engineer United States Department of Agriculture Forest Service Ritter, Michael A. 1990. Timber Bridges: Design, Construction, Inspection, and Maintenance. Washington, DC: 944 p. ii ACKNOWLEDGMENTS The author acknowledges the following individuals, Agencies, and Associations for the substantial contributions they made to this publication: For contributions to Chapter 1, Fong Ou, Ph.D., Civil Engineer, USDA Forest Service, Engineering Staff, Washington Office. For contributions to Chapter 3, Jerry Winandy, Research Forest Products Technologist, USDA Forest Service, Forest Products Laboratory. For contributions to Chapter 8, Terry Wipf, P.E., Ph.D., Associate Professor of Structural Engineering, Iowa State University, Ames, Iowa. For administrative overview and support, Clyde Weller, Civil Engineer, USDA Forest Service, Engineering Staff, Washington Office. For consultation and assistance during preparation and review, USDA Forest Service Bridge Engineers, Steve Bunnell, Frank Muchmore, Sakee Poulakidas, Ron Schmidt, Merv Eriksson, and David Summy; Russ Moody and Alan Freas (retired) of the USDA Forest Service, Forest Products Laboratory; Dave Pollock of the National Forest Products Association; and Lorraine Krahn and James Wacker, former students at the University of Wisconsin at Madison. In addition, special thanks to Mary Jane Baggett and Jim Anderson for editorial consultation, JoAnn Benisch for graphics preparation and layout, and Stephen Schmieding and James Vargo for photographic support. iii iv CONTENTS CHAPTER 1 TIMBER AS A BRIDGE MATERIAL 1.1 Introduction .............................................................................. l- 1 1.2 Historical Development of Timber Bridges ............................. l-2 Prehistory Through the Middle Ages ....................................... l-3 Middle Ages Through the 18th Century ................................... l-5 19th Century ............................................................................ -
Bridge Engineering
PND Engineers, Inc., founded in 1979, is a full-service consulting engineering firm that provides civil, marine, geotechnical, structural, surveying, and construction inspection services for a wide range of projects. Tanana River Bridge Work Trestle | Tok, Alaska Koloa Bridge | Tyonek, Alaska HHIGHWAYIGHWAY PEDESTRIAN RECRECRR RRAILROADAILROAD PIPELINE FLOATFLOATII TTEMPORARYEMPORARY PRE-STRESSED C SSTEELTEEL TRUSSBRIDGE CONCRETE SLA Chief Joseph Dam Bridge | Bridgeport, Washington BOX-GIRDERENGINEERING SSTEELT EEL I-GIRDEI-GIRDERR GLULAMPLANNING, TIMBER DESIGN & PERMITTING TRUSS COCOVV Bridge Engineering Capabilities Design Expertise: Highway Bridges Site Selection TTIMBERIMBER WORK ACCESS TRESTRESTT High-Capacity Bridges Geotechnical Analysis Railroad Bridges Hydrology & Hydraulics HHIGHWAYIGHWAY PEDESTRIAN RECRECRR Pipeline Bridges Structural Design & Modeling Pedestrian & Multi-Use Bridges Permitting & Environmental Floating Bridges Seismic Conditions RRAILROADAILROAD PIPELINE FLOATFLOATII Construction/Temporary Bridges Construction Inspection Existing Bridge Evaluations TTEMPORARYEMPORARY PRE-STRESSED C SSTEELTEEL TRUSS CONCRETE SLA P Headquarters: N D Anchorage Office Juneau Office Seattle Office BOX-GIRDER SSTEELT EEL I-GIRDEI-GIRDERR E NGINEERS, I NC. 1506 West 36th Avenue 9360 Glacier Highway, Suite 100 811 First Avenue, Suite 570 Anchorage, Alaska 99503 Juneau, Alaska 99801 Seattle, Washington 98104 GLULAM TIMBER TRUSS COCOVV Phone: 907.561.1011 Phone: 907.586.2093 Phone: 206.624.1387 Fax: 907.563.4220 Fax: 907.586.2099 Fax: 206.624.1388 TTIMBERIMBER HIGHWAY PEDESTRPEDESTRII For additional information please visit our website. www.pndengineers.com RRECREATIONALECREATIONAL RAILROAD P FFLOATINGLOATING TEMPORARYPND PREPRE-- c Copyright 2012, PND Engineers, Inc. CONCRECONCRETET E STEELST EEL TRUSSTE NGINEERS,RUSS I NC. CO P N D HIGHWAY BRIDGES Bridge engineering requires an understanding of not only structural design and analysis but also of the environmental conditions ENGINEERS, INC. -
HO-63 Patterson Viaduct
HO-63 Patterson Viaduct Architectural Survey File This is the architectural survey file for this MIHP record. The survey file is organized reverse- chronological (that is, with the latest material on top). It contains all MIHP inventory forms, National Register nomination forms, determinations of eligibility (DOE) forms, and accompanying documentation such as photographs and maps. Users should be aware that additional undigitized material about this property may be found in on-site architectural reports, copies of HABS/HAER or other documentation, drawings, and the “vertical files” at the MHT Library in Crownsville. The vertical files may include newspaper clippings, field notes, draft versions of forms and architectural reports, photographs, maps, and drawings. Researchers who need a thorough understanding of this property should plan to visit the MHT Library as part of their research project; look at the MHT web site (mht.maryland.gov) for details about how to make an appointment. All material is property of the Maryland Historical Trust. Last Updated: 02-07-2013 UNITED STATES DEPARTMENTOF THE INTERIOR FOR NPS USE ONLY NATIONAL PARK SERVICE HO-63 NATIONAL REGISTER OF HISTORIC PLACES RECEIVED INVENTORY -- NOMINATION FORM DATE ENTERED SEE INSTRUCTIONS IN HOW TO COMPLETE NATIONAL REGISTER FORMS TYPE ALL ENTRIES - COMPLETE APPLICABLE SECTIONS f NAME HISTORIC Patterson Viaduct; Ilchester Bridge AND'OR COMMON Patterson Viaduct Remains (Preferred) LOCATION STREETS, NUMBER Banks of the Patapsco River 400 feet south of B & 0 bridge over the Patapsco -
Theodore Burr and His Bridges Across the Susquehanna
--- -A THEODORE BURR'S BRIDGE AT NESCOPEK FALLS After Matthew R. Stealey, i828 Courtesy Bureau of Land Records, Pennsylvania Department of Internal Affairs THEODORE BURR AND HIS BRIDGES ACROSS THE SUSQUEHANNA By HUBERTIS M. CUMMINGS* 5 7HEN he came to Northumberland in the late autumn of vv 1811 to arrange for his first bridge building on the Susque- hanna, Theodore Burr carried with him a clear and unmistakable eminence. Eleven years later, when in November, 1822, he died at Middletown, he left behind him along that same river an as- sured but rather divided fame. Within the interval, indeed within the first eight years of it, he had built five bridges across the Sus- quehanna, four in Pennsylvania and one in Maryland. From Port Deposit below the State Line to Northumberland, famous old "Point" at the meeting of the North Branch and the West Branch of Pennsylvania's great inland river, and upstream to Berwick, his *Dr. Hubertis M. Cummings, author of Richard Peters and other works, is well known to readers of PENNSYLVANIA HISTORY, especially for "Song of a River" (April, 1952), "Stephen Hills and the Building of Pennsylvania's First Capitol" (October, 1953), and "Pennsylvania, Network of Canal Ports" (July, 1954). He is at present engaged on a history of the Pennsylvania Canal. 476 THEODORE BURR AND HIS BRIDGES 477 work had been prodigious and his name mighty. For a hundred miles up and down the broad current past Rock Run, past Colum- bia, past Harrisburg, past Sunbury, men knew him well. He had done much to deserve renown before he came to the Susquehanna.