The Development of Wooden Bridges Through the Ages – a Review of Selected Examples of Heritage Objects. Part 1 – the Milestones
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Timber Bridge History Booklet for Web.Qxp
Printed on Member & recycled Supporter paper TimberTimber TrestleTrestle BridgesBridges inin Alaska Railroad Corporation P.O. Box 107500 • Anchorage, Alaska 99510-7500 (907) 265-2300 • Reservations • (907) 265-2494 AlaskaAlaska RailroadRailroad TTY/TDD • (907) 265-2620 www.AlaskaRailroad.com This History booklet is History also available online by visiting AlaskaRailroad.com Publication Table of Contents “The key to unlocking Alaska is a system of railroads.” — President Woodrow Wilson (1914) The Alaska Railroad at a Glance . 3 Alaska Railroad Historical Overview. 5 Early Development & Operations. 5 Revitalization & World War II . 6 Rehabilitation & Early Cold War . 7 Recent History . 7 About Timber Trestle Bridges . 8 History of Timber Trestle Bridges . 10 in the United States History of Timber Trestle Bridges . 13 on the Alaska Railroad Bridge under constructon at MP 54. (ARRC photo archive) Status of Timber Trestle Bridges . 18 on the Alaska Railroad Historical Significance of Alaska . … progress was immediately hindered 20 Railroad Timber Trestle Bridges by numerous water crossings and abundant muskeg. Representative ARR Timber Bridges . 20 Because a trestle was the easiest and cheapest way to negotiate these barriers, a great many of them were erected, Publication Credits . 22 only to be later replaced or Research Acknowledgements . 22 filled and then forgotten. — Alaska Engineering Commission (1915) Bibliography of References . 22 Cover photo: A train leaves Anchorage, crossing Ship Creek Bridge in 1922. (ARRC photo archive) 01 The Alaska Railroad at a Glance early a century ago, President Woodrow Wilson charged the Alaskan Engineering Commission with building a railroad connecting a southern ice-free harbor to the territory’s interior in order to open this vast area to commerce. -
Timber Bridges in South America
Timber Bridges in South America Carlito Calil Junior, Laboratory of Wood and Timber Structures, Sao Paulo University, Brazil Abstract Beam Superstructures Timber bridges in South America predate the 19th Longitudinal beams superstructures are the simplest century. This paper provides an introduction of the and most common timber bridge type and consist of a many types of timber bridges currently used in South deck system supported by a series of timber beams America. The five basic types used, which are, the between two or more supports. Bridge beams are longitudinal beam, frame, truss, arch and suspension constructed from logs and sawn lumber, single or superstructures, are presented. Research on new bridge composite elements. designs, using tropical and reforestation wood species, has been developed in the Laboratory of Wood and Log Beams Timber Structures, Sao Paulo University in Brazil, on The simplest type of timber bridge in South America is prestressed timber bridge and decks composed with the log beam. It is constructed by placing round logs two diagonal layers of sawn wood connected with alternately tip and butt sections. The span of log beam wood dowels over composed longitudinal beams. We is limited to sizes and truck loads. The clear span of 5 will construct the first prestressed timber bridge in to 12 meters are most common (Figure 1). South America in this year using Eucalyptus Citriodora specie. In order to support high truck loads, LaMEM developed a longitudinal beam with composite Keywords: timber, briges, South America, Brazil configuration of two logs alternately tip and butt sections and connected with split rings and bolts Introduction (Figure 2). -
Waters of Rome Journal
TIBER RIVER BRIDGES AND THE DEVELOPMENT OF THE ANCIENT CITY OF ROME Rabun Taylor [email protected] Introduction arly Rome is usually interpreted as a little ring of hilltop urban area, but also the everyday and long-term movements of E strongholds surrounding the valley that is today the Forum. populations. Much of the subsequent commentary is founded But Rome has also been, from the very beginnings, a riverside upon published research, both by myself and by others.2 community. No one doubts that the Tiber River introduced a Functionally, the bridges in Rome over the Tiber were commercial and strategic dimension to life in Rome: towns on of four types. A very few — perhaps only one permanent bridge navigable rivers, especially if they are near the river’s mouth, — were private or quasi-private, and served the purposes of enjoy obvious advantages. But access to and control of river their owners as well as the public. ThePons Agrippae, discussed traffic is only one aspect of riparian power and responsibility. below, may fall into this category; we are even told of a case in This was not just a river town; it presided over the junction of the late Republic in which a special bridge was built across the a river and a highway. Adding to its importance is the fact that Tiber in order to provide access to the Transtiberine tomb of the river was a political and military boundary between Etruria the deceased during the funeral.3 The second type (Pons Fabri- and Latium, two cultural domains, which in early times were cius, Pons Cestius, Pons Neronianus, Pons Aelius, Pons Aure- often at war. -
Cable Stayed Timber Bridges
D)l D CTTO Anna Pousette Cable Stayed Timber Bridges Trätek INSTITUTET FÖR TRÄTEKNISK FORSKNI AnnaPousette CABLE STAYED TIMBER BRIDGES Trätek, Rapport 10112042 ISSN 1102-1071 ISRN TRÄTEK - R — 01/042 — SE Nyckelord dimensional analysis timber bridges Stockholm december 2001 Rapporter från Trätek - Institutet för träteknisk forsk• Trätek - Institutet för träteknisk forskning - betjänar ning-är kompletta sammanställningar av forsknings• sågverk, trämanufaktur (snickeri-, frähus-, möbel- och resultat eller översikter, utvecklingar och studier Pu• övrig träförädlande indusfri), skivtillverkare och bygg• blicerade rapporter betecknas med I eller P och num• industri. reras tillsammans med alla utgåvor från Trätek i lö• Institutet är ett icke vinstdrivande bolag med indust• pande följd. riella och institutionella kunder FoU-projekt genom• Citat tillätes om källan anges. förs både som konfidentiella uppdrag för enskilda företagskunder och som gemensamma projekt för grupper av företag eller för den gemensamma bran• schen. Arbetet utförs med egna, samverkande och ex• terna resurser Trätek har forskningsenheter i Stock• holm, Växjö och Skellefteå. Reports issued by the Swedish Institute for Wood The Swedish Institute for Wood Technology Research Technology Research comprise complete accounts serves sawmills, manufacturing (joinery, wooden for research results, or summaries, surveys and houses, furniture and other woodworking plants), studies. Published reports bear the designation I board manufacturers and building industry. or P and are numbered in consecutive order The institute is a non-profit company with industrial together with all the other publications from the and institutional customers. R&D projekcts are Institute. performed as contract work for individual indust• Extracts from the text may be reproduced provided rial customers as well as joint ventures on an the source is acknowledges. -
Mais Où Est Donc Passé Le Moyen-Âge ? ; Le Récentisme
« Où est donc passé le Moyen-Âge ? » C.E.R.B.I. : http://perso.orange.fr/initial.bipedalism/25ma.htm « Où est donc passé le Moyen-Âge ? » L'invention de l'ère chrétienne par François de SARRE TABLE DES MATIERES : Introduction ……………………………………………………… 3 Chapitre 1 Les bizarreries du calendrier …………….. 10 Chapitre 2 Fomenko et les "récentistes" ……………... 17 Chapitre 3 Les cieux nous sont tombés sur la tête ….. 25 Chapitre 4 Quelques problème de dates ……………... 33 Chapitre 5 Les "siècles fantômes" du Moyen-Âge ….. 49 Chapitre 6 Charlemagne : un héros de légende ……… 64 Chapitre 7 Le Christianisme est-il né en Avignon ? …. 68 Chapitre 8 L'histoire des trois églises ………………... 83 Chapitre 9 Qui a bien pu avancer l'heure ? …………… 93 Chapitre 10 En quel siècle sommes-nous donc ? ……… 104 Chapitre 11 Essai de reconstruction historique ………... 125 Épilogue ………………………………………………………… 133 Littérature et notes ……………………………………………….. 138 Glossaire ……………………………………………………...…. 143 Bibliographie générale ………………………………………….. 149 Dates importantes en anno domini ……………………………... 151 Page 1 sur 155 Copyright François de SARRE © 2006 All Rights Reserved Pour toute reproduction même partielle du texte, veuillez faire la demande auprès de M. François de SARRE : [email protected] « Où est donc passé le Moyen-Âge ? » C.E.R.B.I. : http://perso.orange.fr/initial.bipedalism/25ma.htm Représentons-nous une Histoire de France à laquelle il manquerait au bas mot une dizaine de siècles… « Inconcevable », allez-vous sans doute me dire ! Certes, je l'admets, c'est difficile -
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 ............................................................................ -
Calendar of Roman Events
Introduction Steve Worboys and I began this calendar in 1980 or 1981 when we discovered that the exact dates of many events survive from Roman antiquity, the most famous being the ides of March murder of Caesar. Flipping through a few books on Roman history revealed a handful of dates, and we believed that to fill every day of the year would certainly be impossible. From 1981 until 1989 I kept the calendar, adding dates as I ran across them. In 1989 I typed the list into the computer and we began again to plunder books and journals for dates, this time recording sources. Since then I have worked and reworked the Calendar, revising old entries and adding many, many more. The Roman Calendar The calendar was reformed twice, once by Caesar in 46 BC and later by Augustus in 8 BC. Each of these reforms is described in A. K. Michels’ book The Calendar of the Roman Republic. In an ordinary pre-Julian year, the number of days in each month was as follows: 29 January 31 May 29 September 28 February 29 June 31 October 31 March 31 Quintilis (July) 29 November 29 April 29 Sextilis (August) 29 December. The Romans did not number the days of the months consecutively. They reckoned backwards from three fixed points: The kalends, the nones, and the ides. The kalends is the first day of the month. For months with 31 days the nones fall on the 7th and the ides the 15th. For other months the nones fall on the 5th and the ides on the 13th. -
Rn H\It\ Iilli\\Iim" 1\ \\ ,,\ PB94-206216
-rn H\It\ IIlli\\IIm" 1\ \\ ,,\ PB94-206216 .. U.S. Department of Transportation OVERVIEW OF RAILROAD Federal Railroad ·~BRIDGES AND Administration ASSESSMENT OF METHODS TO MONITOR RAILROAD BRIDGE INTEGRITY Office of Research and Development Washington D.C. 20590 DOTIFRAlORD-94/20 June 23, 1994 This document is available to Final Report the u.s. public through the National Technical Information Service, Springfield, VA 22161 REPRODUCED BY U.s. Department of Commerce Nallonal Technical Informallon Service Spmgfield, Virginia 22161 NOTICE This document is disseminated under the sponsorship of the Department of Transportation in the interest of information exchange. The United States Government assumes no liability for its contents or use thereof. NOTICE The United States Government does not" endorse products or manufacturers. Trade or manufacturers' names appear herein solely because they are considered essential to the object of this report. REPORT DOCUMENTATION PAGE Form Approved OMB No. 0704-0188 Public reporting burden for this collection of information is estimated to average 1 hour ~er response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and comp eting and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to Washington Headquarters Services, Directorate for Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302, and to the Office of Management and Budget, Paperwork Reduction Project (0704-0188), Washington, DC 20503 "-------- -- - .... lk) 2, REPORT DATE 3. REPORT TYPE AND DATES 1-:' 1111111111111111111111111111111 COVERED PB94-206216 June 1994 Final Report 4. -
Victoria Bridge Picton
NOMINATION OF THE VICTORIA BRIDGE PICTON AS AN HISTORIC ENGINEERING MARKER lOam on Sunday 6 April, 2003, at the Picton Railway Station Upper portion of the 64-foot trestle, the deck is 92 feet above the water. Prepared for the Engineering Heritage Committee, The Institution of Engineers, Sydney Division by Don Fraser. VICTORIA BRIDGE, PICTON CONTENTS Locality maps 1 and 2 Statement of Significance 3 Nomination Form 4 RTA approving letter Proposed plaque words 5 Historic Picton 6 Picton Bridges 8 Evolution of the timber truss road bridge in NSW 13 Percy Allan 16 Assessment Form 17 RTA S170 Form 1 3 4 5 A LOWER PICTON VAULT HILL 1861 TIMBER TRUSS AND 1899 IRON GIDER BRIDGES IVHlrFI[LD 1867 STONE ARCH PICTON RAILWAY VIADUCT 1897 VICTORIA BRIDGE o ALLAN TIMBER TRUSSES IN. E P/CTON HIll F 1 • 2 3 4 5 Map 2 Picton and its historic bridges over Stonequary Creek Map 1 Sydney and Picton 3 Statement of Significance Victoria Bridge Picton, NSW This 3-span Allan t,mber truss road bridge over Stonequarry Creek, Picton is listed on the NSW State Heritage Register as an item of State Significance (Roads and Traffic Authority's Timber Bridge Ma1lageme1lt, January 2002, p6). • Opened in 1897, it is the second oldest Allan truss road bridge in NSW. • The bridge is associated \vith the eminent Public Works engineer Percy Allan. • This type of truss, nan1ed after its designer Percy Allan, was the third in a five-stage evolution (1861 - 1905) of timber tnlss road bridges in New South Wales. It was a significant technical improvement over the t\\/O preceding timber tnlss bridge designs. -
The Gokteik Railway Viaduct in the Shan States
The Gokteik Railway Viaduct in the Shan States Piers Storie-Pugh OBE TD DL FRGS wartalks.co Gokteik Trestle Bridge today (courtesy Tour Mandalay) Just over 40 miles northeast of Maymyo, now called Pyin U Lwin the ground plunges suddenly and unexpectedly deep into the Gokteik (Goteik) Gorge; a heavily forested and dark valley that, from the top, appears almost bottomless. Crossing this gorge had always provided a challenge for travel between Mandalay, Maymyo and Lashio. Dropping steeply into the River Gohtwin valley is a rather dicey track, with a dozen switchbacks and numerous blind corners, built to keep the highly congested traffic moving should the bridge ever be sabotaged! Map of Northern Shan States (courtesy Google Earth/Laura Hayworth) Maymyo, at three and a half thousand feet above sea level, was the summer capital of the British Colonial administrators of Burma and Lashio was the principal town of the Northern Shan States. At the end of the Victorian era a solution was found to the challenge of joining the railway line Maymyo to Lashio, which was necessary if Great Britain was going to extend administration and control of its most easterly province in Burma; sitting on the border with China. The result was the internationally famous trestle bridge, constructed right across the Gokteik Gorge making it then the second highest railway bridge in the world; and the longest bridge in Burma. It was constructed in 1899 by the Pennsylvania and Maryland Steel Bridge Construction Company with work starting on 28 April 1899. It was opened in January 1900, work was swift, with the construction being overseen by Sir Arthur Rendel, the officially appointed engineer to the Burma Railway Company. -
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 ............................................................................ -
2021 Bridge Program Budget Is Just Over $40 Million
Bridge Program Project Scope Need, Purpose and Benefits The Alaska Railroad (ARRC) 500-plus miles The ARRC Bridge Program focuses on infra- of mainline and branch track includes 178 bridges structure integrity that underpins safe, reliable rail- and large culverts (10 or more feet in diameter) road transportation services. The Alaska Railroad that cross barriers ranging from streams to gulches. operates over the oldest transportation infra- Railroad bridges may be constructed from steel, structure in the state. Many rail system bridges concrete, wood or a combination of materials, with were constructed decades ago. The ARRC Bridge different span types included in a single bridge. Program pursues heavy maintenance, rehabilitation The ARRC Bridge Program identifies structures and replacement to maintain bridges in a state of requiring upgrade, overhaul or replacement. In good repair. pursuit of this program, ARRC’s current 5-year plan Program activities will address operational calls for 13 bridges to be replaced or rehabilitated efficiency. ARRC is forced to slow train speeds due by internal and contract workers. In addition to to bridge age and deterioration. ARRC must also these large projects, ARRC’s bridge crews accom- perform more preventive maintenance and repairs plish annual repair, rehabilitation and reconstruction in order to keep older bridges in safe and service- activities to ensure bridge structures continue to able condition. safely support ARRC operations. Existing rail bridge limitations also render the Some of the existing railroad bridges have Alaska Railroad’s freight business more costly to op- been identified as eligible, or potentially eligible, erate. ARRC must consistently limit loads on railcars for the National Register of Historical Places, either individually or as contributing elements to a poten- tial historic district.