FINAL Spring 2016 Magazine.Indd
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Innovations & Accomplishments
INNOVATIONS & ACCOMPLISHMENTS East River Bridges A $2.8 billion reconstruction program is underway to rehabilitate all four East River crossings. In 2002, these bridges carried some 467,080 vehicles per day. In 2002, working in coordination with the NYPD and other law enforcement agencies, the Division implemented enhanced security measures on these bridges. This work is ongoing. BROOKLYN BRIDGE The Brooklyn Bridge carried some 121,145 vehicles per day in 2002. The $467 million reconstruction commenced in 1980 with Contract #1, will continue with Contract #6, currently in the design phase and scheduled for completion in 2012, and will end with a seismic retrofit of the bridge, slated for completion in 2013. Work completed on the bridge to date includes reconditioning of the main cables, replacement of the suspenders and cable stays, rehabilitation of the stiffening trusses, and the replacement of the suspended spans deck. The next work scheduled for the bridge is a project to replace the existing travelers with a state of the art technology system. Construction is scheduled to begin in the spring of 2005 and conclude in the spring of 2007. Brooklyn Bridge in 1909 Pedestrian Vibration Study The major blackout of August 14, 2003 forced City officials to close the bridge to vehicular traffic and open the entire bridge to pedestrians. During this mass exodus, several pedestrians reported that the bridge was vibrating and thus causing them great anxiety. At the request of the Office of Emergency Management, an emergency inspection of the bridge was performed that evening as a result of these complaints of “swaying”; no structural problems were found. -
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. -
New York City Comprehensive Waterfront Plan
NEW YORK CITY CoMPREHENSWE WATERFRONT PLAN Reclaiming the City's Edge For Public Discussion Summer 1992 DAVID N. DINKINS, Mayor City of New lVrk RICHARD L. SCHAFFER, Director Department of City Planning NYC DCP 92-27 NEW YORK CITY COMPREHENSIVE WATERFRONT PLAN CONTENTS EXECUTIVE SUMMA RY 1 INTRODUCTION: SETTING THE COURSE 1 2 PLANNING FRA MEWORK 5 HISTORICAL CONTEXT 5 LEGAL CONTEXT 7 REGULATORY CONTEXT 10 3 THE NATURAL WATERFRONT 17 WATERFRONT RESOURCES AND THEIR SIGNIFICANCE 17 Wetlands 18 Significant Coastal Habitats 21 Beaches and Coastal Erosion Areas 22 Water Quality 26 THE PLAN FOR THE NATURAL WATERFRONT 33 Citywide Strategy 33 Special Natural Waterfront Areas 35 4 THE PUBLIC WATERFRONT 51 THE EXISTING PUBLIC WATERFRONT 52 THE ACCESSIBLE WATERFRONT: ISSUES AND OPPORTUNITIES 63 THE PLAN FOR THE PUBLIC WATERFRONT 70 Regulatory Strategy 70 Public Access Opportunities 71 5 THE WORKING WATERFRONT 83 HISTORY 83 THE WORKING WATERFRONT TODAY 85 WORKING WATERFRONT ISSUES 101 THE PLAN FOR THE WORKING WATERFRONT 106 Designation Significant Maritime and Industrial Areas 107 JFK and LaGuardia Airport Areas 114 Citywide Strategy fo r the Wo rking Waterfront 115 6 THE REDEVELOPING WATER FRONT 119 THE REDEVELOPING WATERFRONT TODAY 119 THE IMPORTANCE OF REDEVELOPMENT 122 WATERFRONT DEVELOPMENT ISSUES 125 REDEVELOPMENT CRITERIA 127 THE PLAN FOR THE REDEVELOPING WATERFRONT 128 7 WATER FRONT ZONING PROPOSAL 145 WATERFRONT AREA 146 ZONING LOTS 147 CALCULATING FLOOR AREA ON WATERFRONTAGE loTS 148 DEFINITION OF WATER DEPENDENT & WATERFRONT ENHANCING USES -
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. -
Statement of Qualifications Murray Morgan Bridge Rehabilitation Design-Build Project
Submitted by: Kiewit Pacific Co. Statement of Qualifications Murray Morgan Bridge Rehabilitation Design-Build Project Specification No. PW10-0128F Submitted to: Purchasing Office, Tacoma Public Utilities 3628 South 35th Street, Tacoma, WA 98409 June 8, 2010 Tab No. 1 - General Company Information & Team Structure Murray Morgan Bridge Rehabilitation Design-Build Project Project TAB NO.1 - GENERAL COMPANY INFORMATION AND TEAM STRUCTURE Kiewit Pacific Co., a wholly-owned subsidiary of Kiewit Infrastructure Group, Inc., will be the contracting party for this project, as indicated on Forms 3 and 4 in Tab No. 4 - Appendix C. As a wholly-owned subsidiary, none of the officers of Kiewit Pacific Co. (Kiewit) own stock. Incorporated on May 18, 1982, we can trace our history back to 1884, when Peter and Andrew Kiewit formed Kiewit Brothers, an Omaha masonry contracting partnership. Today, we are part of one of North America's largest and most respected construction and mining organizations. We take our place in the corporate structure of our parent company, Kiewit Infrastructure Group Inc., alongside Kiewit Construction Company and Kiewit Southern Co. Our affiliates and subsidiaries, as well as those of our parent company, operate from a network of offices throughout North America. We draw upon the Kiewit Corporation’s collective experience and personnel to assemble the strongest team possible for a given project. Therefore, work experience of such affiliates and subsidiaries is relevant in demonstrating our capabilities. For the Murray Morgan Bridge, we are supplementing our local talent with extensive moveable bridge expertise from our east coast operations, Kiewit Constructors, Inc. We are also utilizing our local subsidiary, General Construction Company (General), for mechanical and electrical expertise. -
Appendix E: History and Projection of Traffic, Toll Revenues And
APPENDIX E HISTORY AND PROJECTION OF TRAFFIC, TOLL REVENUES AND EXPENSES and Review of Physical Conditions of the Facilities of Triborough Bridge and Tunnel Authority April 26, 2013 Prepared for the Triborough Bridge and Tunnel Authority A Constituent Agency of the Metropolitan Transportation Authority By TABLE OF CONTENTS Page TRANSPORTATION INFRASTRUCTURE ............................................................................. E-1 Triborough Bridge and Tunnel Authority (TBTA) .......................................................... E-1 Metropolitan Area Arterial Network ............................................................................... E-3 Other Regional Toll Facilities .......................................................................................... E-4 Regional Public Transportation ....................................................................................... E-5 TOLL COLLECTION ON THE TBTA FACILITIES ................................................................ E-5 Present and Proposed Toll Structures and Operation ...................................................... E-5 E-ZPass Electronic Toll Collection System ..................................................................... E-8 TBTA‘s Role in E-ZPass ............................................................................................... E-10 Passenger Car Toll Rate Trends and Inflation ............................................................... E-11 HISTORICAL TRAFFIC, REVENUES AND EXPENSES AND ESTIMATED/BUDGETED NUMBERS -
$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. -
Bayonne Bridge Lesson Plan
The Bayonne Bridge: The Beautiful Arch Resources for Teachers and Students [Printable and Electronic Versions] The Bayonne Bridge: The Beautiful Arch Resources for Teachers And Students [Printable and Electronic Versions] OVERVIEW/OBJECTIVE: Students will be able to understand and discuss the history of NOTES: the Bayonne Bridge and use science and engineering basics • Key words indicated in to investigate bridge design and test an arch bridge model. Bold are defined in call- out boxes. TARGET GRADE LEVEL: • Teacher-only text Fourth grade instruction, adaptable to higher levels as indicated with Italics. desired in the subjects of Social Studies and Engineering. FOCUS: In Part I, students learn about history of the Bayonne Bridge including the many engineering challenges encountered during the project and the people who helped overcome those challenges. In Part II, students learn engineering concepts to understand how bridges stay up and use these concepts to complete activities on bridge design before applying these concepts to theorize how the Bayonne Bridge works. MATERIALS: • Part I: DVD of “The Bayonne Bridge Documentary” • Part II: 2–4 heavy textbooks or 2 bricks per group; 2 pieces of “cereal box” cardboard or similar, 12 x 8 in; weights (anything small that can be stacked on the structure); red and blue marker, crayon or colored pencil for each student or group. The Bayonne Bridge: The Beautiful Arch Contents Teacher Materials | Part I: History of the Bayonne Bridge . T-1 Teacher Materials | Part II: Bridge Engineering . T-7 Student Materials | Part I: History of the Bayonne Bridge . S-1 Student Materials | Part II: Bridge Engineering . -
NYC.Gov Web Site At
This page is located on the NYC.gov Web site at http://www.nyc.gov/html/dot/html/bridges/miscbridges.shtml Bridges Movable Bridges over Smaller Waterways Mill Basin Bridge, Mill Basin, Brooklyn Roosevelt Island Bridge, East River, Queens-Manhattan Mill Basin Bridge The Mill Basin Bridge is a double leaf trunnion bascule supporting the Belt (Shore) Parkway over Mill Basin in the Borough of Brooklyn. Each leaf carries six lanes of traffic - three in each direction. There is a sidewalk on each side of the leaf. Re-Decking of the Mill Basin Bridge DOT has reconstructed the Belt Parkway Bridge over Mill Basin. The bridge was constructed in 1942 and had outlived its useful service life. Due to the effects of age, weather and increased traffic volume, reconstruction was deemed necessary. The work was substantially completed in December 2006 Mill Basin Bridge Facts Bridge ID Number 2-23147-9 Borough Brooklyn Type Bascule Telephone (718) 388-0860 Location Exits 11 & 12 Belt Pkwy. Waterway Mill Basin Miles from Mouth 0.8 Channels 1 Used by Hwy Total Cost $1,390,000.00 Date Opened Jun. 29, 1940 Roosevelt Island Bridge The Roosevelt Island Bridge is a tower drive, vertical lift, movable bridge across the East Channel of the East River between the borough of Queens and Roosevelt Island, New York City. The span length is 418 feet. It was known as the Welfare Island Bridge when it was first opened to traffic in 1955. The bridge is the only means of vehicular access to Roosevelt Island. Prior to construction, the bridge carried two 17-foot lanes of vehicular traffic and a 6-foot sidewalk. -
The Port Authority of NY & NJ
The Port Authority of NY & NJ 2012 to 2015 TOLL RATE TABLE George Washington Bridge, Lincoln Tunnel, Holland Tunnel, Goethals Bridge, Outerbridge Crossing, Bayonne Bridge PEAK HOURS: Weekdays 6 - 10 a.m., 4 - 8 p.m., Sat. & Sun. 11a.m. - 9 p.m. OFF-PEAK HOURS: All other times OVERNIGHT HOURS for Trucks: 10 p.m. - 6 a.m. Weekdays Beginning Dec. 2, 2012 Dec. 1, 2013 Dec. 7, 2014 Dec. 6, 2015 VEHICLE TYPE Trk Trk Trk Trk Off-Peak Peak Cash Off-Peak Peak Cash Off-Peak Peak Cash Off-Peak Peak Cash Overnight Overnight Overnight Overnight Class Vehicles with Two Axles and 1 $8.25 $10.25 N/A $13.00 $9.00 $11.00 N/A $13.00 $9.75 $11.75 N/A $14.00 $10.50 $12.50 N/A $15.00 Single Rear Wheels Vehicles with Two Axles and 2 $22.00 $24.00 $19.00 $30.00 $26.00 $28.00 $23.00 $34.00 $30.00 $32.00 $27.00 $38.00 $34.00 $36.00 $31.00 $42.00 Dual Rear Wheels** 3 Vehicles with Three Axles** $33.00 $36.00 $28.50 $45.00 $39.00 $42.00 $34.50 $51.00 $45.00 $48.00 $40.50 $57.00 $51.00 $54.00 $46.50 $63.00 4 Vehicles with Four Axles** $44.00 $48.00 $38.00 $60.00 $52.00 $56.00 $46.00 $68.00 $60.00 $64.00 $54.00 $76.00 $68.00 $72.00 $62.00 $84.00 5 Vehicles with Five Axles** $55.00 $60.00 $47.50 $75.00 $65.00 $70.00 $57.50 $85.00 $75.00 $80.00 $67.50 $95.00 $85.00 $90.00 $77.50 $105.00 Vehicles with Six Axles or 6 $66.00 $72.00 $57.00 $90.00 $78.00 $84.00 $69.00 $102.00 $90.00 $96.00 $81.00 $114.00 $102.00 $108.00 $93.00 $126.00 more** + Each add'l Axle $11.00 $12.00 $9.50 $15.00 $13.00 $14.00 $11.50 $17.00 $15.00 $16.00 $13.50 $19.00 $17.00 $18.00 $15.50 $21.00 Class -
Commercial User Guide Page 1 FINAL 1.12
E-ZPass Account User Guide Welcome to the Pennsylvania Turnpike Commission’s E-ZPass Commercial Account program. With E-ZPass, you will be able to pass through a toll facility without exchanging cash or tickets. It helps ease congestion at busy Pennsylvania Turnpike interchanges and works outside of Pennsylvania for seamless travel to many surrounding states; anywhere you see the purple E-ZPass sign (see attached detailed listing). The speed limit through E-ZPass lanes is 5-miles per hour unless otherwise posted. The 5-mile per hour limit is for the safety of all E-ZPass customers and Pennsylvania Turnpike employees. If you have any questions about your E-ZPass account, please contact your company representative or call the PTC E-ZPass Customer Service Center at 1.877.PENNPASS (1.877.736.6727) and ask for a Commercial E-ZPass Customer Service Representative. Information is also available on the web at www.paturnpike.com . How do I install my E-ZPass? Your E-ZPass transponder must be properly mounted following the instructions below to ensure it is properly read. Otherwise, you may be treated as a violator and charged a higher fare. Interior Transponder CLEAN and DRY the mounting surface using alcohol (Isopropyl) and a clean, dry cloth. REMOVE the clear plastic strips from the back of the mounting strips on the transponder to expose the adhesive surface. POSITION the transponder behind the rearview mirror on the inside of your windshield, at least one inch from the top. PLACE the transponder on the windshield with the E-ZPass logo upright, facing you, and press firmly. -
The GREAT BRIDGE ARCHITECT/DESIGNER
1 The GREAT BRIDGE ARCHITECT/DESIGNER (Othmar Ammann left his Mark on New York City) Steve Krar Perhaps no twentieth-century engineer has left a more visible mark on a major city than had Othmar Ammann on New York. His five major bridges bear much of the enormous traffic flow to and from the city. They are beautiful and efficient structures, for Ammann achieved an uncommon harmony of visual elegance, simplicity, and power with practical design. Othmar Ammann Born in Switzerland, Othmar Ammann attended the Federal Polytechnic Institute of Zurich and earned an engineering degree in 1902. He had an interest in and an aptitude for mathematics and physics. Coming to the United States In August of 1907 the Quebec Bridge over the St. Lawrence River in Canada collapsed while under construction. Ammann offered to assist in the investigation of the collapse; his well-written report on the disaster earned him respect in his profession. The Hell Gate Bridge In 1912 Ammann was a chief assistant to Gustav Lindenthal, who was preparing for the great railroad bridge between Queens and Wards Island known as Hell Gate. The span was large; the ultimate design would be the longest arch-type bridge in the world. The rapid tidal currents made impossible to erect scaffolding in the river. The Hell Gate Bridge opened in 1917 and its design communicates rigidity with almost all its weight and outward thrust carried by the lower of the two steel arches. Hudson River Bridge Ammann’s final design for the Hudson River bridge called for a 3,500-foot span twice the length of any existing bridge, between Fort Lee in New Jersey and 179 Street in Manhattan.