Historic Bridges of Somerset County Pennsylvania
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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: -
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). -
“A People Who Have Not the Pride to Record Their History Will Not Long
STATE HISTORIC PRESERVATION OFFICE i “A people who have not the pride to record their History will not long have virtues to make History worth recording; and Introduction no people who At the rear of Old Main at Bethany College, the sun shines through are indifferent an arcade. This passageway is filled with students today, just as it was more than a hundred years ago, as shown in a c.1885 photograph. to their past During my several visits to this college, I have lingered here enjoying the light and the student activity. It reminds me that we are part of the past need hope to as well as today. People can connect to historic resources through their make their character and setting as well as the stories they tell and the memories they make. future great.” The National Register of Historic Places recognizes historic re- sources such as Old Main. In 2000, the State Historic Preservation Office Virgil A. Lewis, first published Historic West Virginia which provided brief descriptions noted historian of our state’s National Register listings. This second edition adds approx- Mason County, imately 265 new listings, including the Huntington home of Civil Rights West Virginia activist Memphis Tennessee Garrison, the New River Gorge Bridge, Camp Caesar in Webster County, Fort Mill Ridge in Hampshire County, the Ananias Pitsenbarger Farm in Pendleton County and the Nuttallburg Coal Mining Complex in Fayette County. Each reveals the richness of our past and celebrates the stories and accomplishments of our citizens. I hope you enjoy and learn from Historic West Virginia. -
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. -
Timber As a Bridge Material
TIMBER AS A BRIDGE MATERIAL 1.1 INTRODUCTION The age of wood spans human history. The stone, iron, and bronze ages were dramatic interims in human progress, but wood-a renewable re- source-has always been at hand. As a building material, wood is abun dant, versatile, and easily obtainable. Without it, civilization as we know it would have been impossible. One-third of the area of the United States is forest land. If scientifically managed and protected from natural disasters caused by fire, insects, and disease, forests will last forever. As older trees are harvested, they are replaced by young trees to replenish the wood supply for future generations. The cycle of regeneration, or sustained yield, can equal or surpass the volume being harvested. Wood was probably the first material used by humans to construct a bridge. Although in the 20th century concrete and steel replaced wood as the major materials for bridge construction, wood is still widely used for short- and medium-span bridges. Of the bridges in the United States with spans longer than 20 feet, approximately 12 percent of them, or 71,200 bridges, are made of timber. In the USDA Forest Service alone, approxi mately 7,500 timber bridges are in use, and more are built each year. The railroads have more than 1,500 miles of timber bridges and trestles in service. In addition, timber bridges recently have attracted the attention of international organizations and foreign countries, including the United Nations, Canada, England, Japan, and Australia. Timber’s strength, light weight, and energy-absorbing properties furnish features desirable for bridge construction. -
1 9/98 Rev. HISTORIC CONTEXT for TRANSPORTATION NETWORKS
9/98 rev. HISTORIC CONTEXT FOR TRANSPORTATION NETWORKS IN PENNSYLVANIA Introduction To assist with establishing the significance of the historical background of bridge building in Pennsylvania, it is important to identify and understand the historic contexts associated with the resources. Bridges do not stand in isolation, historically or physically; they embody events and trends that need to be considered when evaluating their individual or collective historical significance. Historic contexts organize historic properties in terms of theme, place, and time, and only within a historic context can what is significant “be determined in relationship to the historic development from which it emerged and in relationship to a group of similar associated properties” (National Register Bulletin 16, 1986: 6-7). In order to evaluate the National Register eligibility of the pre-1956 bridge population in Pennsylvania historic contexts have been researched and prepared twofold: one on the history of transportation networks in Pennsylvania, and the second on the application of bridge technology within the state. Both contexts address transportation issues from the earliest days of settlement to the 1950s, and both set the bridges within the national, state, and local contexts. The historic contexts will provide a means of evaluating each bridge’s technological significance, and its relationship to Pennsylvania’s transportation systems. Based on the historic contexts and their application to National Register criteria, each bridge in the inventory will be evaluated on its own merits with the contexts identifying the crucial distinctions of significance to pools of similar resources. 1. Overview Bridges are best understood as integral parts of transportation networks that carry people, vehicles, and materials over natural barriers such as rivers and streams, and over manmade barriers such as railroads, canals, and roads. -
A Context for Common Historic Bridge Types
A Context For Common Historic Bridge Types NCHRP Project 25-25, Task 15 Prepared for The National Cooperative Highway Research Program Transportation Research Council National Research Council Prepared By Parsons Brinckerhoff and Engineering and Industrial Heritage October 2005 NCHRP Project 25-25, Task 15 A Context For Common Historic Bridge Types TRANSPORATION RESEARCH BOARD NAS-NRC PRIVILEGED DOCUMENT This report, not released for publication, is furnished for review to members or participants in the work of the National Cooperative Highway Research Program (NCHRP). It is to be regarded as fully privileged, and dissemination of the information included herein must be approved by the NCHRP. Prepared for The National Cooperative Highway Research Program Transportation Research Council National Research Council Prepared By Parsons Brinckerhoff and Engineering and Industrial Heritage October 2005 ACKNOWLEDGEMENT OF SPONSORSHIP This work was sponsored by the American Association of State Highway and Transportation Officials in cooperation with the Federal Highway Administration, and was conducted in the National Cooperative Highway Research Program, which is administered by the Transportation Research Board of the National Research Council. DISCLAIMER The opinions and conclusions expressed or implied in the report are those of the research team. They are not necessarily those of the Transportation Research Board, the National Research Council, the Federal Highway Administration, the American Association of State Highway and Transportation Officials, or the individual states participating in the National Cooperative Highway Research Program. i ACKNOWLEDGEMENTS The research reported herein was performed under NCHRP Project 25-25, Task 15, by Parsons Brinckerhoff and Engineering and Industrial Heritage. Margaret Slater, AICP, of Parsons Brinckerhoff (PB) was principal investigator for this project and led the preparation of the report. -
Table of Contents for "Covered Bridge Topics"
National Society for the Peservation of Covered Bridges Table of Contents for "Covered Bridge Topics" Volume I, No. 1 April 1943 Edited by: Richard Sanders Allen Oregon Bridges Destroyed Additions to Railroad Bridge List Volume I, No. 2 May 1943 Edited by: Richard Sanders Allen The Covered Bridges of the Walloomsac River Save the West Union Bridge Boston and Maine Railroad Bridge at Blake is Gone Cornish-Windsor Toll Bridge to Be Free Volume I, No. 3 June 1943 Edited by: Richard Sanders Allen Timothy Palmer Four North Carolina Covered Bridges by Barbara Brainerd The Only Covered Bridge in Wisconsin The Only Covered Bridge in Rhode Island Volume I, No. 4 July 1943 Edited by: Richard Sanders Allen Double Barreled Bridges The Only Covered Bridge in Kansas More Covered Railroad Bridges Whittlesey Work Reissued - Crossing and Recrossing the Connecticut River by C.W. Whittlesey Some Covered Bridge Notes from Indiana The Only Covered Bridge in Minnesota Volume I, No. 5 August 1943 Edited by: Richard Sanders Allen Lewis Wernwag Volume I, No. 6 September 1943 Edited by: Richard Sanders Allen Interstate Covered Bridges Volume I, No. 7 October 1943 Edited by: Richard Sanders Allen The Only Covered Bridge in Ontario Obituary: Basil Kievit Book Review: A History of the Development of Wooden Bridges by Robert Fletcher and J. P. Snow. Obituary: Daniel N. Wheeler Volume I, No. 8 November 1943 Edited by: Richard Sanders Allen Robert Murray Migrating Bridges Volume I, No. 9 December 1943 Edited by: Richard Sanders Allen Burr and Allen, Inc. Covered Wooden Aqueducts Printed Mon, August 30, 2021 Page 1 of 74 Volume I, No.