Historic Bridges in Texas
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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. -
Arizona Historic Bridge Inventory | Pages 164-191
NPS Form 10-900-a OMB Approval No. 1024-0018 (8-86) United States Department of the Interior National Park Service National Register of Historic Places Continuation Sheet section number G, H page 156 V E H I C U L A R B R I D G E S I N A R I Z O N A Geographic Data: State of Arizona Summary of Identification and Evaluation Methods The Arizona Historic Bridge Inventory, which forms the basis for this Multiple Property Documentation Form [MPDF], is a sequel to an earlier study completed in 1987. The original study employed 1945 as a cut-off date. This study inventories and evaluates all of the pre-1964 vehicular bridges and grade separations currently maintained in ADOT’s Structure Inventory and Appraisal [SI&A] listing. It includes all structures of all struc- tural types in current use on the state, county and city road systems. Additionally it includes bridges on selected federal lands (e.g., National Forests, Davis-Monthan Air Force Base) that have been included in the SI&A list. Generally not included are railroad bridges other than highway underpasses; structures maintained by federal agencies (e.g., National Park Service) other than those included in the SI&A; structures in private ownership; and structures that have been dismantled or permanently closed to vehicular traffic. There are exceptions to this, however, and several abandoned and/or privately owned structures of particular impor- tance have been included at the discretion of the consultant. The bridges included in this Inventory have not been evaluated as parts of larger road structures or historic highway districts, although they are clearly integral parts of larger highway resources. -
BRIDGE INSPECTION and INTERFEROMETRY by JOSEPH E. KRAJEWSKI a Thesis Submitted to the Faculty of the WORCESTER POLYTECHNIC INST
BRIDGE INSPECTION AND INTERFEROMETRY by JOSEPH E. KRAJEWSKI A Thesis Submitted to the Faculty of the WORCESTER POLYTECHNIC INSTITUTE in partial fulfillment of the requirements for the Degree of Master of Science in Civil Engineering May 2006 APPROVED: Professor Leonard D. Albano, Advisor ________________________________ Professor Cosme Furlong __________________________________________ Professor Malcolm Ray ____________________________________________ Professor Frederick Hart___________________________________________ ABSTRACT With the majority of bridges in the country aging, over capacity and costly to rehabilitate or replace, it is essential that engineers refine their inspection and evaluation techniques. Over the past 130 years the information gathering techniques and methods used by engineers to inspect bridges have changed little. All of the available methods rely on one technique, visual inspection. In addition, over the past 40 years individual bridge inspectors have gone from being information gathers to being solely responsible for the condition rating of bridges they inspect. The reliance on the visual abilities of a single individual to determine the health of a particular bridge has led to inconsistent and sometimes erroneous results. In an effort to provide bridge inspectors and engineers with more reliable inspection and evaluation techniques, this thesis will detail the case for development of a new inspection tool, and the assembly and use of one new tool called Fringe Interferometry. i ACKNOWLEDGMENTS I wish to sincerely thank my advisor, Professor Leonard D. Albano, for his encouragement, suggestions, patience and help in writing this thesis. His willingness to let me go beyond the realm of Civil Engineer and into the far away world of Interferometry (where few if any Civil Engineers have been) is something I will never forget. -
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. -
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 ............................................................................ -
Technical Approach. Results
October 27, 2017 Kevin R. Kline, PE, District Executive PennDOT Engineering District 2-0 1924 Daisy Street - P.O. Box 342 Clearfield County, PA 16830 Dear Mr. Kline: Reference. PennDOT Engineering District 2-0, Statement of Work, subj: Concept Design for Vehicle Bridge over Spring Creek along Puddintown Road in College Township, Centre County, PA, dated September 1, 2017. Statement of Problem. The Spring Creek bridge, an integral part of College Township, was destroyed by a flood and has significantly altered the daily routines for all community members. Objective. To create a new design for the now-destroyed Spring Creek bridge. Design Criteria Using the bridge designer software, undergo two phases of design for both a Howe bridge and a Warren bridge: one to test economic efficiency and the other for structural efficiency. After achieving optimal specifications, construct both bridges out of popsicle sticks and test them to failure. Technical Approach. Phase 1: Economic Efficiency. For both the Howe and Warren bridges, design solutions that fit the constraints of $150,000 to $300,000 while stably holding the bridge’s own weight and a dead load. Phase 2: Structural Efficiency. Minimize the compressive and tension forces acting on the Howe and Warren designs while keeping them stable and in the cost constraints. Results. Phase 1: Economic Efficiency. After much trial and error, we came to a design that was able to support its dead weight, and the weight required. Although this met all design constraints, the economics of the trusses were far too great. We then took to research to try to understand the types of materials and how they would react under tension or compression. -
Au Stin, Texas
A UN1ONN RAI LROAD S T A TION FOR AU STIN, TEXAS Submitted in partial fulfillment of the requirements for the degree of MASTER IN ARCHITECTURE at the Massa- chusette Institute of Technology, 1949 by Robert Bradford Newman B.A., University of Texas, 1938 M.A., University of Texas, 1939 2,,fptexR 19i49 William Wilson Wurster, Dean School of Architecture and Planning Massachusetts Institute of Technology Cambridge, Massachusetts Dear Sir: In partial fulfillment of the requirements for the degree of Master in Architecture, I respect- fully submit this report entitled, "A UNION RAILROAD STATION FOR AUSTIN, TEXAS". Yours vergy truly, Robert B. Newman Cambridge, Massachusetts 2 September 19T9 TABLE OF CONTENTS Austin - The City 3 Railroads in Austin, 1871 to Present 5 Some Proposed Solutions to the Railroad Problem 10 Specific Proposals of the Present Study 12 Program for Union Railroad Station 17 Bibliography 23 I ACKNOWLEDGMENTS I am indebted to the members of the staff of the School of Architecture and Planning of the Massachusetts Institute of Technology for their encouragement and helpful criticism in the completion of this study. Information regarding the present operations of the Missouri Pacific, Missouri Kansas and Texas, and Southern Pacific Railroads was furnished by officials of these lines. The City Plan Commission of Austin through its former Planning Supervisor, Mr. Glenn M. Dunkle, and through Mr. Charles Granger, Consultant to the Plan Commission gave encouragement to the pursuit of the present study and provided many of the street and topographic maps, aerial photographs and other information on existing and proposed railroad facilities. Without their help and consultation this study would have been most difficult. -
Identifying and Preserving Historic Bridges
Appendix B—State Departments of Transportation Alabama Department of Transportation Florida Department of Transportation 1409 Coliseum Boulevard 605 Suwannee Street Montgomery, AL 36130 Tallahassee, FL 32399-0450 (334) 242-6311 (850) 488-8541 (334) 262-8041 (fax) (850) 277-3403 (fax) Alaska Department of Transportation & Public Facilities Georgia Department of Transportation 3132 Channel Drive 2 Capital Square Juneau, AK 99801-7898 Atlanta, GA 30334 (907) 465-3900 (404) 656-5206 (907) 586-8365 (fax) (404) 657-8389 (fax) Internet address: [email protected] Arizona Department of Transportation 206 S. 17th Avenue Hawaii Department of Transportation Phoenix, AZ 85007 869 Punchbowl Street (602) 255-7011 Honolulu, HI 96813-5097 (602) 256-7659 (fax) (808) 587-2150 (808) 587-2167 (fax) Arkansas State Highway and Transportation Department State Highway Department Building Idaho Transportation Department P.O. Box 2261, 10324 Interstate 30 3311 W. State Street Little Rock, AR 72203 P.O. Box 7129 (501) 569-2000 Boise, ID 83707 (501) 569-2400 (fax) (208) 334-8000 (208) 334-3858 (fax) California Department of Transportation 1120 N Street Illinois Department of Transportation P.O. Box 942673 2300 S. Dirksen Parkway Sacramento, CA 94273-0001 Springfield, IL 62764 (916) 654-5266 (217) 782-5597 (217) 782-6828 (fax) Colorado Department of Transportation 4201 East Arkansas Avenue Indiana Department of Transportation Denver, CO 80222 Indiana Government Center North (303) 757-9201 100 North Senate Avenue (303) 757-9149 (fax) Indianapolis, IN 46204-2249 (317) 232-5533 Connecticut Department of Transportation (317) 232-0238 (fax) P.O. Box 317546 / 2800 Berlin Turnpike Newington, CT 06131-7546 Iowa Department of Transportation (860) 594-3000 800 Lincoln Way Ames, IA 50010 Delaware Department of Transportation (515) 239-1101 Bay Road, Route 113, P.O. -
Chapter 3—Historic Context for Common Historic Bridge Types
Chapter 3—Historic Context for Common Historic Bridge Types 3.0 HISTORIC CONTEXT FOR COMMON HISTORIC BRIDGE TYPES This Chapter presents the historic contexts for the most common bridge types extant in the United States today. A “common historic bridge type,” as defined for the purposes of this study, will possess all of the characteristics below. 1) It is Common: a bridge type that is prevalent, i.e., the type is widely represented in extant examples throughout the regions of the United States. (As the discussions of the individual bridge types in this chapter indicate, some types are much less common than others.) 2) It is Historic: a type of bridge that meets National Register of Historic Places (NRHP) criteria for evaluation of significance, as outlined in the National Register Bulletin, How to Apply the National Register Criteria for Evaluation. This includes types that are more than fifty years of age as of 2005. The date of 1955 was selected as the cut-off date for this study because it covers the period up to the passage of the Federal Aid Highway Act of 1956, which established the Interstate System and which permanently changed highway planning and design. (Since there are few NRHP-eligible or listed examples of types that have developed since 1955, they are not considered both historic and “common.”) 3) It is a Bridge Type: the primary determinate of “type” is the “form,” or manner in which the structure functions. A bridge type is not defined strictly according to materials; method of connection; type of span; or whether the majority of the bridge structure exists above or below the grade of travel surface. -
November/December 2017
Page 1 of 19 Travis Audubon Board, Staff, and Committees: Officers President: Frances Cerbins Vice President: Mark Wilson Treasurer: Carol Ray Secretary: Julia Marsden Directors: Advisory Council: Karen Bartoletti J. David Bamberger Shelia Hargis Valarie Bristol Clif Ladd Victor Emanuel Suzanne Kho Sam Fason Sharon Richardson Bryan Hale Susan Rieff Karen Huber Virginia Rose Mary Kelly Eric Stager Andrew Sansom Jo Wilson Carter Smith Office Staff: Executive Director: Joan Marshall Director of Administration & Membership: Jordan Price Land Manager and Educator: Christopher Murray Chaetura Canyon Stewards: Paul & Georgean Kyle Program Assistant: Nancy Sprehn Education Manager: Erin Cord Design Director & Website Producer: Nora Chovanec Committees: Baker Core Team: Clif Ladd and Chris Murray Blair Woods Management: Mark Wilson Commons Ford: Shelia Hargis and Ed Fair Chaetura Canyon Management: Paul and Georgean Kyle Education: Cindy Cannon Field Trip: Dennis Palafox Hornsby Bend: Eric Stager Outreach/Member Meetings: Jane Tillman and Cindy Sperry Youth: Virginia Rose and Mary Kay Sexton Page 2 of 19 Avian Ink Contest Winners Announced SEPTEMBER 1, 2017 It was a packed house at Blue Owl Brewery’s tasting room last Friday as we unveiled Golden Cheeked Wild Barrel, an experimental new beer celebrating the Golden-cheeked Warbler. The crowd raised their glasses to this inspiring tiny songbird, an endangered Texas native currently fighting for continued protection under the Endangered Species Act. In honor of all the birds that inspire our lives, the crowd also toasted the winners of the Avian Ink Tattoo Contest. Five tattoos were selected for their creative depictions of birds in ink. The 1st place winner received a $100 Gift Certificate to Shanghai Kate’s Tattoo Parlor. -
Chambers Covered Railroad Bridge Salvage and Rehabilitation
Chambers Covered Railroad Bridge Salvage and Rehabilitation Gregory W. Ausland, PE Greg has more than 27 years of Senior Project Manager civil/structural design and project management experience, OBEC Consulting Engrs and since 1989 has had the Eugene, Oregon, USA distinctive experience of being [email protected] the designer and/or project manager on rehabilitation and repair projects for 32 of Oregon's 50 covered bridges. Tony LaMorticella,PE, SE Inspired by the graceful bridges Sr. Project Engineer on the Oregon Coast, Tony became an engineer after OBEC Consulting Engrs building custom furniture for 15 Eugene, Oregon, USA years. He's been engaged in [email protected] structural design for 20 years, and has been lead design engineer on 18 covered bridge rehabilitation projects. Summary The Chambers Covered Bridge was built in 1925 and is the last remaining covered railroad bridge in Oregon, possibly the only one west of the Mississippi. Therefore, its rehabilitation was critical to historic preservation efforts of the country's remaining covered rail bridges. Before rehabilitation, the 27.4 m (90-foot) long timber structure was in danger of collapse after decades of neglect. In 2010 a windstorm threatened to destroy the bridge. This unique, single-span, four-leaf Howe truss structure was dismantled and rebuilt using almost all the original iron and hardware, and 25 percent of the original timber. The bridge was reconstructed on dry ground and launched onto the existing concrete piers. The rehabilitated Chambers Covered Bridge now serves as a landmark pedestrian and bicycle crossing that provides safe access across the Coast Fork of the Willamette River. -
Identification and Ageing of Yellow-Breasted Bunting and Separation from Chestnut Bunting
Identification and ageing of Yellow-breasted Bunting and separation from Chestnut Bunting Jari Peltomäki & Jukka Jantunen ellow-breasted Emberiza aureola and Chest- Poland (5), Spain (1) and Sweden (24+). Chestnut Y nut Buntings E rutila are two species of Bunting is a much rarer vagrant in Europe and its which the breeding and wintering areas are pre- occurrence is clouded by the possibility of dominantly situated in the Eastern Palearctic. The escaped birds. The adult male being a colourful breeding areas of Yellow-breasted Bunting, how- bird, Chestnut Bunting is a popular cagebird and, ever, extend well into the Western Palearctic, therefore, most records from Europe are general- covering large parts of Russia and reaching into ly thought to concern escapes. There are, how- Finland, whereas Chestnut Bunting’s breeding ever, a few records of immature birds ‘at the right areas extend just west of Lake Baikal in Russia. time and the right place’. These autumn occur- Yellow-breasted and Chestnut Buntings are long- rences of first-winter birds, suggestive of genuine distance migrants and winter in south-eastern vagrancy, have been in the Netherlands (5 No- Asia and both species occur as vagrants in (west- vember 1937), Norway (13-15 October 1974), ern) Europe. Yellow-breasted Bunting is a regular Malta (November 1983) and former Yugoslavia vagrant in Europe outside its breeding area with (10 October 1987). Although Vinicombe & Cot- annual records in Britain (mainly on the northern tridge (1996) list Chestnut Bunting as an Eastern isles of