Bayonne Bridge Lesson Plan
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Reach 22- Kill Van Kull
REACH 22- KILL VAN KULL Location: Kill Van Kull, from Old Place Creek to Bard Ave., including Shooter’s Island Upland Neighborhoods: Arlington, Old Place, Graniteville, Mariners’ Harbor, Port Richmond, Livingston Manor, West New Brighton Neighborhood Strategies Reachwide Mariners Harbor Waterfront 2 • Coordinate with Community Board 1’s eff orts to designate • Use publicly owned land at Van Pelt/Van Name Ave. to a North Shore multi-purpose pathway, along the waterfront provide open space with views of Shooters Island. where feasible, from Snug Harbor to the Goethals Bridge • Facilitate maritime expansion on underutilized sites. connecting points of historic, cultural, recreational and • Recruit industrial users and maritime training facility to maritime interest. historic industrial buildings. • Strengthen east-west transportation connections by • Permit and recruit commercial amenities along Richmond making targeted intersection improvements, utilizing bus Terrace frontage and in reused historic buildings. priority service on key routes and creating safe pedestrian • Provide safe pedestrian crossings at future parks. connections along Richmond Terrace and to the waterfront. • In coordination with the MTA North Shore Alternatives Analysis, resolve the confl icts between the former rail line, businesses and public spaces by relocating parts of the ROW Bayonne Bridge 3 and identifying underutilized lots that could support future transit. • Support raising the bridge’s roadway to increase its • Incorporate educational opportunities on the history of the clearance to accommodate larger ships (with consideration North Shore in coordination with new public waterfront of sea level rise), retain bicycle and pedestrian access, and access. consider future transit access. • Investigate using street-ends as public overlooks of maritime activity. -
Federal Register Volume 34
FEDERAL REGISTER VOLUME 34 . NUMBER 2 Friday, January 3, 1969 • Washington, D.C. Pages 31-107 Agencies in this issue— Agency for International Development Agricultural Stabilization and Conservation Service Agriculture Department Consumer and Marketing Service Customs Bureau Engineers Corps Federal Aviation Administration Federal Communications Commission Federal Housing Administration Federal Power Commission Federal Reserve System Fish and Wildlife Service Interior Department Internal Revenue Service Interstate Commerce Commission Social Security Administration Tariff Commission Wage and Hour Division Detailed list of Contents appears inside. Latest Edition Guide to Record Retention Requirements [Revised as of January 1, 1968] This useful reference tool is designed keep them, and (3) how long they to keep businessmen and the general must be kept. Each digest also includes public informed concerning published *a reference to the full text of the basic requirements in laws and regulations law or regulation providing for such relating to record retention. It con retention. tains over 900 digests detailing the retention periods for the many types of records required to be kept under The booklet’s index, numbering over Federal laws and rules. 2,000 items, lists for ready reference the categories of persons, companies, The “Guide” tells the user (1) what and products affected by Federal records must be kept, (2) who must record retention requirements. Price: 40 cents Compiled by Office of the Federal Register, National Archives and Records Service, General Services Administration Order from Superintendent of Documents, U.S. Government Printing Office Washington, D.C. 20402 Published daily, Tuesday through Saturday (no publication on Sundays, Mondays, or on the day after an official Federal holiday), by the Office of the Federal Register, National FEDEML®REGISTER Archives and Records Service, General Services Administration (mail address National Area Code 202 V , 1934 <4r^ Phone o962-8626 ao _ o aoa C ¿/All-rcn 9 Archives Building, Washington, D.C. -
Bridges and Applications Bridges and Applications Bridges and Applications Arch Bridges
10/23/2014 Bridges and Applications Bridges and Applications • Bridges are used to span across distances that are difficult to otherwise pass through. • Rivers • Deep gorges • Other roadways Bridges and Applications Arch Bridges • There are four basic types of bridges – Arch – Beam – Suspension – Cable‐stayed • Each type has different design and is therefore better suited to different applications 1 10/23/2014 Arch Bridges Arch Bridges • Instead of pushing straight down, the weight of an arch bridge is carried outward along the curve of the arch to the supports at each end. Abutments, carry • These supports, called the abutments, carry the load the load and keep the ends of the bridge from spreading outward. and keep the ends of the bridge from spreading outward Arch Bridges Arch Bridges • When supporting its own weight and the • Today, materials like steel and pre‐stressed weight of crossing traffic, every part of the concrete have made it possible to build longer arch is under compression. and more elegant arches. • For this reason, arch bridges must be made of materials that are strong under compression. New River Gorge, – Rock West Virginia. – Concrete 2 10/23/2014 Arch Bridges Arch Bridges • Usually arch bridges employ vertical supports • Typically, arch bridges span between 200 and called spandrels to distribute the weight of 800 feet. the roadway to the arch below. Arch Bridges One of the most revolutionary arch bridges in recent years is the Natchez Trace Parkway Bridge in Franklin, Tennessee, which was opened to traffic in 1994. It's the first American arch bridge to be constructed from segments of precast concrete, a highly economical material. -
Additional Resources in MSEL Suspension Bridges and Othmar
Additional Resources in MSEL Suspension Bridges and Othmar Ammann Metropolitan Transit Authority Sate of New York Books Title: Bridging New York [video recording] produced by Great Projects Film Company, Inc. written and produced by Daniel A. Miller. MSEL Call Number Eisenhower AV Center Video A5671 Title: George Washington Bridge [video recording] crossing the Hudson / Mark Daniels and Kaye Wise Whitehead; Metro Channel L.L.C. MSEL Call Number Eisenhower AV Center Video A6055 Title: Six bridges: the legacy of Othmar H. Ammann / Darl Rastorfer. MSEL Call Number Eisenhower Stacks TG25.N5 R37 2000 QUARTO Tips on finding these and more books on structures in the MSEL. http://www.library.jhu.edu/researchhelp/engr/structures/books.html Journal Title: Planning and design of Verrazano Narrows bridge By Ammann, OH In: Transactions of the New York Academy of Sciences Articles V. 25 n 6 1963 p 598 MSEL Call Number Moravia Park Q11.N56 Database: Compendex Title: Unusual design problems - 2nd Tacoma narrows bridge - discussion By Ammann, OH In Transactions of the American Society of Civil Engineers V 114 1949 p 970- 978 MSEL Call Number Gillman TA1.A5 Database: Compendex Title Design and stress condition By: Ammann, OH In: Transactions of the American Society of Civil Engineers V 112 1947 p 203-219 MSEL Call Number Gilman TA1.A5 Database: Compendex Title: The Eads Bridge Saint Louis, Missouri [by] Howard Smith In: Journal of the Society of Architectural Historians Dec., 2000 v.59, n.4, p.559-564 MSEL Call Number Eisenhower Stacks NA1.A75 Database: Avery Index to Architecture Also available on JSTOR Title: For beauty's sake. -
History and Aesthetics in Suspension Bridges
History and Aesthetics in Suspension Bridges 1 6-01 john a roebling_150dpi.jpg Today we trace the evolution of steel bridge design from its first American innovator, JA Roebling up through 1930’s New York In the 30’s in New York, despite hard economic times, many huge structures were erected 2 6-02 empire state building_150dpi.jpg The Empire State Building, tallest in the world About which more later 3 6-03 george washington bridge_150dpi.jpg The GW Bridge, longest suspension span by a factor of two, and 4 6-04 bayonne bridge_150dpi.jpg The Bayonne Bridge, longest arch span in the world, barely surpassing the Sydney Harbor Bridge 5 6-05 othmar ammann_150dpi.jpg These last two were both designed by Othmar H. Ammann, the greatest bridge artist to use steel as his material Ammann was born in Bern, graduated 1902 from ETH and 1904 to USA. Worked from 1912-23 for Lindenthal He would study under Karl Ritter protégé of Carl Cullmann The Swiss were uniquely able to mediate the scientific rigor of the germans with the design elegance of the French 6 6-06 hell gate and triborough bridges_150dpi.jpg The story of Ammann and the GWB begins with Gustav Lindenthal, the dean of American bridge engineers Ammann had cut his teeth as design assistant to Gustav Lindenthal at the Hellgate Bridge The last great bridge of the railroad bridges. From here on the great bridges would carry road traffic rather than trains Here we see two bridges, Hellgate and Triborough, on which Ammann would work, but not express his aesthetic vision 7 6-08 gustav lindenthal_150dpi.jpg Hellgate designer Lindnethal Born in Brunn in Austria, now Brno in the Czech Republic Designed a bridge at Pittsburgh, a lenticular truss to replace Roebling’s Smithfield St. -
Simple Innovative Comparison of Costs Between Tied-Arch Bridge and Cable-Stayed Bridge
MATEC Web of Conferences 258, 02015 (2019) https://doi.org/10.1051/matecconf/20192 5802015 SCESCM 20 18 Simple innovative comparison of costs between tied-arch bridge and cable-stayed bridge Järvenpää Esko1,*, Quach Thanh Tung2 1WSP Finland, Oulu, Finland 2WSP Finland, Ho Chi Minh, Vietnam Abstract. The proposed paper compares tied-arch bridge alternatives and cable-stayed bridge alternatives based on needed load-bearing construction material amounts in the superstructure. The comparisons are prepared between four tied arch bridge solutions and four cable-stayed bridge solutions of the same span lengths. The sum of the span lengths is 300 m. The rise of arch as well as the height of pylon and cable arrangements follow optimal dimensions. The theoretic optimum rise of tied-arch for minimum material amount is higher than traditionally used for aesthetic reason. The optimum rise for minimum material amount parabolic arch is shown in the paper. The mathematical solution uses axial force index method presented in the paper. For the tied-arches the span-rise-ration of 3 is used. The hangers of the tied-arches are vertical-The tied-arches are calculated by numeric iteration method in order to get moment-less arch. The arches are designed as constant stress arch. The area and the weight of the cross section follow the compression force in the arch. In addition the self-weight of the suspender cables are included in the calculation. The influence of traffic loads are calculated by using a separate FEM program. It is concluded that tied-arch is a competitive alternative to cable-stayed bridge especially when asymmetric bridge spans are considered. -
Statue of LIBERTY HISTORICAL HANDBOOK NUMBER ELEVEN
Statue of LIBERTY HISTORICAL HANDBOOK NUMBER ELEVEN This publication is one of a series of handbooks describing the his torical and archeological areas in the National Park System administered by the National Park Service of the United States Department of the Interior. It is printed by the Government Printing Office, and may be purchased from the Superintendent of Documents, Washington 25, D. C. Price 30 cents Statue of Liberty NATIONAL MONUMENT Bedloe's Island, New York by Benjamin Levine and Isabelle F. Story NATIONAL PARK SERVICE HISTORICAL HANDBOOK SERIES NO. 11 Washington, D. C, 1952 UNITED STATES DEPARTMENT OF THE INTERIOR Oscar L. Chapman, Secretary NATIONAL PARK SERVICE Conrad L. Wirth, Director Contents Page AN IDEA IS BORN 2 PLAN APPROVED AND FUND RAISING UNDERTAKEN 5 De Laboulaye Heads Franco-American Union 5 The American Committee 6 Joseph Pulitzer - 7 CONSTRUCTION OF THE STATUE . 11 CONSTRUCTION OF THE PEDESTAL 13 COMPLETION AND PRESENTATION OF THE STATUE 17 TRANSPORTATION AND DEDICATION OF THE STATUE 20 IMPROVEMENTS IN THE STATUE SINCE 1886 21 The Lighting System 21 The Torch Redesigned 26 The Elevator 26 Structural Improvements 26 DIMENSIONS OF THE STATUE 27 BARTHOLDI THE MAN 28 FRENCH AID IN AMERICAN REVOLUTION BASIS OF LONG INTERNATIONAL FRIENDSHIP 29 EARLY HISTORY OF BEDLOE'S ISLAND 31 GUIDE TO THE STATUE 32 THE NATIONAL MONUMENT 36 HOW TO REACH THE MONUMENT 37 ADMINISTRATION 38 VISITOR FACILITIES 38 RELATED AREAS 39 HE STATUE OF LIBERTY ENLIGHTENING THE WORLD was Conceived and designed as a symbol of a great international friendship. With Tthe passing of the years its significance has deepened until today it is the most symbolic structure in the United States. -
The Bayonne Bridge: Reconstruction of a 1931 Steel Arch
The Bayonne Bridge: Reconstruction of a 1931 Steel Arch Joseph LoBuono, PE (HDR/WSP) Engineering Symposium Rochester 2018 April 24, 2018 Project Development The Project Challenges Innovation Construction Status Project Development The Port of New York and New Jersey NEW JERSEY BAYONN E BRIDGE NEW YORK Bayonne Bridge History • Designed by Othmar Ammann and Cass Gilbert Also Designed The George Washington Bridge; Triborough Bridge; Bronx - Whitestone; Throgs Neck; and Verrazano- Narrows • Opened to Traffic on November 15, 1931 1,675-foot, Steel Arch Span was the Longest in the World at the Time, and Remained so for 46 years • 1985 Designated a National Historic Civil Engineering Landmark • 2001 National and NJ State Historic Register Eligible (2003 NY Eligible) Existing Main Arch Span Problem: Bayonne Bridge Air Draft Restriction • Existing 151-foot Air Draft • The Expansion of the Panama Canal will Allow for New, Larger, (Post-Panamax) Ships with Increased Clearance Requirements 151 Feet • Taller Ships (up to 200-ft), will not be able to Navigate Beneath the Bayonne Bridge • The Bridge of the Americas (Pacific Approach to Panama Canal), has a 201-foot Clearance • Trends in Shipping (shown in photo) • 8,000 TEU Regina Maersk • 13,000 TEU Emma Maersk Problem: Bayonne Bridge Air Draft Restriction Raise the Roadway Rehabilitate, Retrofit, and Reuse - Arch Full Replacement of Approach Structures The Project Approach Structures: Articulation/Pier Fixity New York (12 spans, 272’ max, 125’ min) New Jersey (14 spans, 252’ max, 171’ min) Approach Structures: Piers Single Pier Combined Pier Tall Pier Main Span Roadway Looking North Existing & New Arch Floor System Challenges Challenges Upgrade 81 Year Old Structure to 2012 Code Cross-Sections: Arch Span – Original Design Cross-Section Comparison Wider Roadway 1930 Live Loading vs. -
Arched Bridges Lily Beyer University of New Hampshire - Main Campus
University of New Hampshire University of New Hampshire Scholars' Repository Honors Theses and Capstones Student Scholarship Spring 2012 Arched Bridges Lily Beyer University of New Hampshire - Main Campus Follow this and additional works at: https://scholars.unh.edu/honors Part of the Civil and Environmental Engineering Commons Recommended Citation Beyer, Lily, "Arched Bridges" (2012). Honors Theses and Capstones. 33. https://scholars.unh.edu/honors/33 This Senior Honors Thesis is brought to you for free and open access by the Student Scholarship at University of New Hampshire Scholars' Repository. It has been accepted for inclusion in Honors Theses and Capstones by an authorized administrator of University of New Hampshire Scholars' Repository. For more information, please contact [email protected]. UNIVERSITY OF NEW HAMPSHIRE CIVIL ENGINEERING Arched Bridges History and Analysis Lily Beyer 5/4/2012 An exploration of arched bridges design, construction, and analysis through history; with a case study of the Chesterfield Brattleboro Bridge. UNH Civil Engineering Arched Bridges Lily Beyer Contents Contents ..................................................................................................................................... i List of Figures ........................................................................................................................... ii Introduction ............................................................................................................................... 1 Chapter I: History -
Gustav Lindenthal's Little Hell Gate Rail Bridge
ear the flagship Hell Gate Bridge (STRUCTURE, October 2013), and crossing a former inlet between Historic Wards and Randalls Islands, stands NGustav Lindenthal’s still-in-service 1915 Little Hell Gate Bridge; four unique skewed-deck truss structures spans of reverse parabolic bowstring arches. They are visually striking, sited as they are above flat significant structures of the past land and below miles of high plate-girder via- ducts. The total length between centers of the abutments is 1153.5 feet. Four-rail tracks operate on the 60-foot wide deck (Figure 1). Figure 1. Flanked by viaduct spans, the century-old, The War Department at that time regulated water- still in service, distinctive Little Hell Gate Bridge ways and, as this arm of the East River was only a reverse bowstring arch-spans suspend; with the Hell few feet deep and would not carry maritime traffic, it Gate and Triborough Bridges beyond. HAER NY 121- ® granted approvals in 1906 and 1912 for piers in the 16, Weinstein, Photographer, 1996. inlet and the use of falsework for the construction. Later, landfill from the Triborough Bridge project Formwork consisted of two-inch thick, ship- (Ammann, 1937) entirely filled the inlet. lap timber sheeting under four by eight-inch studs, held with wales and then bolted end-to- Timber and Masonry end for tensioning against leakage. The river for the Piers pier shaftCopyright forms were barrel-hooped. The Portland cement concrete piers bear at four tons On Randalls Island, con- per square foot on foundations of hard strata, typically crete was mixed on-site in Gustav Lindenthal’s Little mica schist, encountered at a shallow depth of about a hopper below ground Hell Gate Rail Bridge 12-15 feet below mean low water. -
$223,355,000 Triborough Bridge and TUNNEL Authority Lehman
NEW ISSUE BOOK-ENTRY-ONLY $223,355,000 TRIBOROUGH BRIDGE AND TUNNEL AutHORITY (MTA Bridges and Tunnels) General Revenue Bonds, Series 2007A DATED: Date of Delivery DUE: November 15, as shown on the inside cover The Series 2007A Bonds are being issued to finance bridge and tunnel projects. The Series 2007A Bonds – • are general obligations of MTA Bridges and Tunnels, payable generally from the net revenues collected on the bridges and tunnels operated by MTA Bridges and Tunnels as described herein, and • are not a debt of the State or The City of New York or any other local government unit. MTA Bridges and Tunnels has no taxing power. In the opinion of Hawkins Delafield & Wood LLP, Bond Counsel to MTA Bridges and Tunnels, under existing law and relying on certain representations by MTA Bridges and Tunnels and assuming the compliance by MTA Bridges and Tunnels with certain covenants, interest on the Series 2007A Bonds is • excluded from a bondholder’s federal gross income under the Internal Revenue Code of 1986, • not a preference item for a bondholder under the federal alternative minimum tax, and • included in the adjusted current earnings of a corporation under the federal corporate alternative minimum tax. Also in Bond Counsel’s opinion, under existing law, interest on the Series 2007A Bonds is exempt from personal income taxes of New York State or any political subdivisions of the State, including The City of New York. The Series 2007A Bonds are subject to redemption prior to maturity as described herein. The Series 2007A Bonds are offered when, as, and if issued, subject to certain conditions, and are expected to be delivered through the facilities of The Depository Trust Company, on or about June 20, 2007. -
New York City Area: Health Advice on Eating Fish You Catch
MAPS INSIDE NEW YORK CITY AREA Health Advice on Eating Fish You Catch 1 Why We Have Advisories Fishing is fun and fish are an important part of a healthy diet. Fish contain high quality protein, essential nutrients, healthy fish oils and are low in saturated fat. However, some fish contain chemicals at levels that may be harmful to health. To help people make healthier choices about which fish they eat, the New York State Department of Health issues advice about eating sportfish (fish you catch). The health advice about which fish to eat depends on: Where You Fish Fish from waters that are close to human activities and contamination sources are more likely to be contaminated than fish from remote marine waters. In the New York City area, fish from the Long Island Sound or the ocean are less contaminated. Who You Are Women of childbearing age (under 50) and children under 15 are advised to limit the kinds of fish they eat and how often they eat them. Women who eat highly contaminated fish and become pregnant may have an increased risk of having children who are slower to develop and learn. Chemicals may have a greater effect on the development of young children or unborn babies. Also, some chemicals may be passed on in mother’s milk. Women beyond their childbearing years and men may face fewer health risks from some chemicals. For that reason, the advice for women over age 50 and men over age 15 allows them to eat more kinds of sportfish and more often (see tables, pages 4 and 6).