Historic Bridges
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Alfred Pancoast Boller a Gentleman of the Highest Type by Frank Griggs, Jr., Ph.D., P.E., P.L.S
Great achievements notable structural engineers Alfred Pancoast Boller A Gentleman of the Highest Type By Frank Griggs, Jr., Ph.D., P.E., P.L.S. lfred Boller was born in After bankruptcy of the company, Alfred Philadelphia, Pennsylvania on opened his own office in New York City. In February 23, 1840. After attending 1876, he published Practical treatise on the local schools, he received an A.B. construction of iron highway bridges, for the Afrom the University of Pennsylvania 1858 and use of town committees. This comprehensive a C.E. degree from Rensselaer Polytechnic little book expanded his reputation and led Institute in Troy, New York in 1861. to many commissions to build bridges in the ® Alfred began his engineering career as a northeastern United States. A. P. Boller. surveyor mapping anthracite coalfields for Boller’s first large bridge was across the It was opened to traffic August 24, 1905. the Lehigh Coal and Navigation Company Hudson River at Troy, New York. It had long His next bridge over the Harlem was the in Pennsylvania and in 1863 joined the fixed Whipple double intersection truss spans University Heights Bridge, 1908 (formerly Department of Bridges of the Philadelphia of 244, 244 and 226 feet, with the swing span the Harlem Ship Channel Bridge). Although and Erie Railroad Company. On April 24, being 258 feet.Copyright it was not fully completed, it opened to traf- 1864 he married Katherine Newbold. They In 1882, he designed and built the Albany fic January 8, 1908. His last bridge over the had five children while living in East Orange, and Greenbush Bridge across the Hudson Harlem River was the Madison Avenue Bridge New Jersey. -
Historic Property Record (PDF)
MINNESOTA HISTORIC PROPERTY RECORD PART I. PROPERTY IDENTIFICATION AND GENERAL INFORMATION Common Name: Stillwater Lift Bridge Bridge Number: 4654 Identification Number: WA-SWC-322 Location: Feature Carried: TH 36 Feature Crossed: St. Croix River, City Street Descriptive Location: at Wisconsin State Line Town, Range, Section: 30N-20W-28 Town or City: Stillwater County: Washington UTM: Zone: 15 Easting: 4989254 Northing: 515529 Quad: Stillwater 7.5 Minute Series 1983 Present Owner: State Present Use: Mainline Significance Statement: The Stillwater Lift Bridge is significant under Criterion C: Engineering as a rare surviving example of vertical-lift highway bridge construction of the Waddell and Harrington type. Only six vertical-lift highway bridges were built in Minnesota and Wisconsin prior to World War II, and the Stillwater Bridge is one of three that still survives and features counterweighted, cable-and-tower design. The bridge was declared eligible for listing in the National Register in 1987. The significance of the Stillwater Bridge is best evaluated within the general context of Minnesota and Wisconsin movable highway bridges. Movable bridges, also known as drawbridges, are constructed over navigable waterways when it is impractical or uneconomical to build fixed bridges of sufficient height to permit the passage of vessels. Human ingenuity has devised numerous systems for lifting, dropping, folding, rotating, and retracting a span to provide temporary clearance. By the early twentieth century, however, American engineers had focused their attention on three, basic, drawbridge categories: swing, bascule, and vertical lift. MHPR Identification Number: WA-SWC-32 Page 1 of 6 Briefly defined, a swing span revolves in a horizontal plane around a vertical axis, a bascule span rotates in a vertical plane around a horizontal axis, and a vertical-lift span rises and descends in a vertical plane. -
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. -
Local Texas Bridges
TEXAS DEPARTMENT OF TRANSPORTATION Environmental Affairs Division, Historical Studies Branch Historical Studies Report No. 2004-01 A Guide to the Research and Documentation of Local Texas Bridges By Lila Knight, Knight & Associates A Guide to the Research and Documentation of Local Texas Bridges January 2004 Revised October 2013 Submitted to Texas Department of Transportation Environmental Affairs Division, Historical Studies Branch Work Authorization 572-06-SH002 (2004) Work Authorization 572-02-SH001 (2013) Prepared by Lila Knight, Principal Investigator Knight & Associates PO Box 1990 Kyle, Texas 78640 A Guide to the Research and Documentation of Local Texas Bridges Copyright© 2004, 2013 by the Texas Department of Transportation (TxDOT) All rights reserved. TxDOT owns all rights, title, and interest in and to all data and other information developed for this project. Brief passages from this publication may be reproduced without permission provided that credit is given to TxDOT and the author. Permission to reprint an entire chapter or section, photographs, illustrations and maps must be obtained in advance from the Supervisor of the Historical Studies Branch, Environmental Affairs Division, Texas Department of Transportation, 118 East Riverside Drive, Austin, Texas, 78704. Copies of this publication have been deposited with the Texas State Library in compliance with the State Depository requirements. For further information on this and other TxDOT historical publications, please contact: Texas Department of Transportation Environmental Affairs Division Historical Studies Branch Bruce Jensen, Supervisor Historical Studies Report No. 2004-01 By Lila Knight Knight & Associates Table of Contents Introduction to the Guide. 1 A Brief History of Bridges in Texas. 2 The Importance of Research. -
Design of Footbridges Dutch Solutions for Bicycle and Pedestrian Bridges
Design of Footbridges Dutch solutions for bicycle and pedestrian bridges Adriaan Kok • ipv Delft & The Netherlands ipv Delft creative engineers • Dutch Design Manual for Footbridges mail: [email protected] • Dutch Regulations for Footbridges website: ipvdelft.nl or ipvdelft.com • Dutch Design drivers & solutions 8th Australian Small Bridges Conference • Lessons Learned 27-28 Nov 2017, Surfers Paradise Australia bridges ipv Delft • infrastructure • urban furniture • architecture • lighting footbridge footbridge aquaduct bench footbridge footbridge tunnel canopy footbridge lamp shade bicycle parking bridges ipv Delft • Footbridges CROW publication 342 Summary CROW publication 342 Dutch, by ipv Delft English, by ipv Delft BRIEF DUTCH DESIGN MANUAL FOR BICYCLE AND PEDESTRIAN BRIDGES BRIEF DUTCH BRIEF DUTCH DESIGN MANUAL DESIGN MANUAL FOR BICYCLE AND PEDESTRIAN BRIDGES FOR BICYCLE As one of the Netherland’s main bridge design offices, ipv Delft has focused on designing bicycle and pedestrian bridges for two decades. The company has used AND PEDESTRIAN their extensive experience in bridge design to write this publication. This design manual focuses on the fundamentals of bridge design, answering practical questions regardign issues such as bridge width and slopes. It also lists the things that should BRIDGES by ipv Delft be taken into account before starting on the actual design and it offers insight in the Dutch regulations regarding loads and collision forces. General advice on cost re- duction is also included and several of the company’s projects are shown to illustrate the theoretical contents. The Brief Dutch Design Manual for Bicycle and Pedestrian Bridges therefore is a vital source of both practical information and bridge design inspiration. -
Chapter 17 – Table of Contents
Bridge Maintenance Course Series Reference Manual Chapter 17 – Table of Contents Chapter 17 - Movable Bridges ................................................................................................ 17-1 17.1 Common Types of Movable Bridges .................................................................................. 17-2 17.1.1 Terminology ............................................................................................................. 17-2 17.1.2 Bascule Bridges ........................................................................................................ 17-3 17.1.3 Vertical Lift Bridges .................................................................................................. 17-9 17.1.4 Swing Bridges ......................................................................................................... 17-11 17.2 Operation of Movable Bridges ......................................................................................... 17-12 17.2.1 Counterweights ..................................................................................................... 17-15 17.2.2 Mechanical Systems .............................................................................................. 17-17 17.2.2.1 Types of Span Drives .................................................................................................... 17-30 17.2.2.2 Open and Closed Gearing ............................................................................................ 17-34 17.2.2.3 Bearings ....................................................................................................................... -
Water, Networks and Crossings Contents Contents
WATER , NETWORKS AND CROSSINGS CONTENTS 3 Water, networks and crossings Contents Contents .............................................................................................................................................. 164 3.1 WATER BALANCE ............................................................................................................................ 166 3.1.1 Earth ....................................................................................................................................... 166 3.1.2 Evaporation and precipitation ................................................................................................. 167 3.1.3 Runoff ..................................................................................................................................... 169 3.1.4 Static balance ......................................................................................................................... 174 3.1.5 Movement ignoring resistance................................................................................................ 175 3.1.6 Resistance .............................................................................................................................. 178 3.1.7 Erosion and sedimentation ..................................................................................................... 184 3.1.8 Hydraulic geometry of stream channels ................................................................................. 186 3.1.9 River morphology................................................................................................................... -
CHELSEA STREET BRIDGE and DRAW TENDER's HOUSE HAER No
CHELSEA STREET BRIDGE AND DRAW TENDER'S HOUSE HAER No. MA-140 Spanning the Chelsea River Suffolk County HAER Massachusetts *Y|ftSS PHOTOGRAPHS WRITTEN HISTORICAL AND DESCRIPTIVE DATA HISTORIC AMERICAN ENGINEERING RECORD National Park Service Philadelphia Support Office U.S. Custom House Philadelphia, PA 19106 HISTORIC AMERICAN ENGINEERING RECORD 'Hiss 13-Bosl CHELSEA STREET BRIDGE AND DRAW TENDER'S HOUSE HAERNO. MA-140 Location: Chelsea Street, spanning the Chelsea River, Boston, Suffolk County, Massachusetts. UTM: 19.333430.4694430 Quad: Boston North, Massachusetts Date of Construction: 1936-1937; rebuilt 1983 Engineer & Builder: Strauss & Paine, Designing Engineers; Fay, Spofford & Thorndike, Construction Engineers; T. Stuart & Sons, Builder; Bethlehem Steel, Steel Fabricator Present Owner: City of Boston, Massachusetts Present Use: Drawbridge for vehicular and pedestrian traffic Significance: The Chelsea Street Bridge is significant as an example of a bascule bridge, a type of moveable bridge developed in the early 20th century and widely adopted in subsequent years for both railway and highway spans. The Strauss heel trunnion bascule was one of four bascule designs developed by Strauss and may be the only Strauss heel trunnion bascule bridge in Massachusetts. It is the only one in Boston. The Chelsea Street Bridge is also one of the few surviving drawbridges in Boston Harbor. Of the 14 draw bridges in operation in 1940, only nine remain and only two, the Meridian Street Bridge and the Chelsea Street Bridge, both over the Chelsea River, are still operational. Project Information: Documentation of the Chelsea Street bridge is in accordance with an agreement with the Massachusetts Historic Commission and the United States Coast Guard dated November 27, 1992. -
Glossary of Bridge Terms
Glossary of Bridge Terms A Annual Average Daily Traffic (AADT) The total volume passing a point or segment of a highway facility in both directions for one year, divided by the number of days in the year. Abutment A retaining wall supporting the ends of a bridge or viaduct. American Association of State Highway and Transportation Officials (AASHTO) AASHTO is a nonprofit, nonpartisan association representing highway and transportation departments. Its guides and specifications are used to describe loading requirements for highway (vehicular) bridges. Anchor Span Located at the outermost end, it counterbalances the arm of a span extending in the opposite direction from a major point of support. Often attached to an abutment. Anchorage Block Located at the outermost ends, the part of a suspension bridge to which the cables are attached. Similar in location to an abutment of a beam bridge. Source: www.dot.state.oh.us/DIVISIONS/COMMUNICATIONS/BRIDGINGTHEGAP/Pages/BridgeTermDefinitions.aspx Glossary of Bridge Terms Approach The part of the bridge that carries traffic from the land to the main parts of the bridge. Approach Span The span or spans connecting the abutment with the main span or spans. Aqueduct A pipe or channel, open or enclosed, that carries water. May also be used as part of a canal to carry boats. Sometimes carried by a bridge. Arch A typically curved structural member spanning an opening and serving as a support. Arch Bridge A bridge whose main support structure is an arch. Additionally, the bridge may be termed a through arch, which is simply one where the roadway appears to go through the arch. -
Railroad Swing Bridge #1556 Across the Milwaukee River at Jefferson St
Final Designation Study Report Railroad Swing Bridge #1556 Across the Milwaukee River at Jefferson St. City of Milwaukee Department of City Development Spring, 2005 Table of Contents Background data…2 Description…3 Significance statement…4 Architectural/Engineering history…4 Staff recommendation…10 Map…11 Preservation guidelines…12 02/23/06 Jakubovich/word/Swing Bridge 1 HISTORIC DESIGNATION STUDY REPORT RAILROAD SWING BRIDGE #1556 I. NAME Historic: Drawbridge #1556 Common name: Railroad Swing Bridge #1556 II. LOCATION The Milwaukee River at North Jefferson Street NW ¼ Sec. 33-7-22 4th Aldermanic District, Ald. Robert Bauman Legal Description: NW ¼ Sec. 33-7-22 III. CLASSIFICATION Structure OWNER: Union Pacific Railroad Co. Attn: John Herdzina Real Estate Dept. 1400 Douglas St. STOP1690 Omaha, Nebraska, 68179-1690 Union Pacific Railroad Co. Keith Eich 4823 N. 119th St. Milwaukee, WI 53225 V. DESIGNATION REQUESTED BY: Timothy Stemper VI. YEAR BUILT: 19151 ENGINEER: W.C. Armstrong2 1 Engineering News November 26, 1915, p. 1051. 2 Ibid, p. 1053. 02/23/06 Jakubovich/word/Swing Bridge 2 VI. PHYSICAL DESCRIPTION Introduction The construction of Swing Bridge #1556 was complicated and brilliantly executed making it a subject of national interest and a report in one of the leading engineering journals of the day. Weighing more than 800 tons, the massive 243- foot long bridge carried the double track main line of the Chicago and Northwestern railway over the Milwaukee River. The bridge represents an unparallel era of bridge building in America that helped to improve transportation and unite the nation. This bridge is one of a few left in existence in Wisconsin that operates by pivoting from the center like a giant turntable. -
Bridges of Metropolitan Cleveland: Past and Present
Cleveland State University EngagedScholarship@CSU Cleveland Memory Books 2016 Bridges of Metropolitan Cleveland: Past and Present Sarah Ruth Watson John R. Wolfs Follow this and additional works at: https://engagedscholarship.csuohio.edu/clevmembks Part of the United States History Commons How does access to this work benefit ou?y Let us know! Recommended Citation Watson, Sarah Ruth and Wolfs, John R., "Bridges of Metropolitan Cleveland: Past and Present" (2016). Cleveland Memory. 30. https://engagedscholarship.csuohio.edu/clevmembks/30 This Book is brought to you for free and open access by the Books at EngagedScholarship@CSU. It has been accepted for inclusion in Cleveland Memory by an authorized administrator of EngagedScholarship@CSU. For more information, please contact [email protected]. BRIDGES OF METROPOLITAN CLEVELAND PAST AND PRESENT LIST OF SPONSORS The authors are deeply grateful to the following people who have generously supported the funding of this book: CSU Womens Association Trygve Hoff Cleveland Section, ASCE Frank J. Gallo, P.E. C. D. Williams Carlson, Englehorn & Associates, Inc. Howard, Needsles, Tammen & Bergendoff Fred L. Plummer M/M G. Brooks Earnest Great Lakes Construction RCM Engineering Thomas J. Neff The Horvitz Company Edward J. Kassouf Havens and Emerson, Inc. National Engineering and Contracting Company Dalton-Dalton-Newport, Inc. Maxine G. Levin The foregoing Sponsors responded generally to the solicitation efforts of a special committee established by the Board of Directors of the Cleveland Section of the American Society of Civil Engineers. Copyright © 1981 Sara Ruth Watson and John R. Wolfs. Printed in the U.S.A. Dedicated to Wilbur Jay Watson, C.E., D. -
Irondequoit Bay Outlet Bridge Alternatives Analysis Study
Irondequoit Bay Outlet Bridge Alternatives Analysis Study October 24-25, 2018 Agenda • Project Overview & History • Public Participation • Existing Conditions • Development of Design Alternatives • Assessment of Alternatives • Next Steps • Learning Assessment Study Team: • Town of Irondequoit • Fisher Associates – HDR – Ravi Engineering • Steering Committee Study Purpose: The purpose of the study is to explore options to provide year- round access across the Bay Outlet, creating a better regional transportation system for all modes of travel. The feasibility study assessed whether any reasonable design solutions are available to provide year-round access to all travelers, including vehicles, boats, bikes and pedestrians while preserving the Irondequoit Bay’s ability to serve as a Safe Harbor. Project Objectives • Improve access between the Towns of Irondequoit and Webster by providing year round access across the Bay Outlet creating a better regional transportation system for all modes of travel • Minimize physical and financial impact to surrounding properties • Minimize environmental impacts • Minimize capital, operation and maintenance to provide the highest benefits for public monies used Project History & Evolution: • Prior to 1900 – Narrow truss highway bridge • 1929 – Truss bridge replaced w/ 2-lane timber bridge • 1958 – Congress authorizes construction of fixed highway bridge at a revised location along Irondequoit Bay Outlet • 1960 – NYS revised project to route traffic to a new bridge along Route 104 • Route 104 bridge opened