2008 Bridges and Tunnels Annual Condition Report Innovations & Accomplishments
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Potential Managed Lane Alternatives
Potential Managed Lane Alternatives 10/13/2017 Typical Section Between Junctions Existing Typical Section Looking North* *NLSD between Grand and Montrose Avenues is depicted. 1 Managed Lanes Managed Lanes (Options that convert one or more existing general purpose lanes to a managed lane to provide high mobility for buses and some autos) Potential managed lane roadway designs: • Option A – Three‐plus‐One Managed Lane (Bus‐only or Bus & Auto) • Option B –Two‐plus‐Two Managed Lanes • Option C – Three‐plus‐Two Reversible Managed Lanes • Option D – Four‐plus‐One Moveable Contraflow Lane (NB and SB, or SB Only) 2 1 10/13/2017 Option A – 3+1 Bus‐Only Managed Lane* Proposed Typical Section Looking North Between Junctions** *Converts one general purpose lane in each direction to a Bus‐Only Managed Lane. **NLSD between Grand and Montrose Avenues is depicted. 3 3+1 Bus‐Only Managed Lane • Benefits o Bus travel speeds would be unencumbered by vehicle speeds in adjacent travel lanes (same transit performance as Dedicated Transitway on Left Side) o Bus lanes would be available at all times and would not be affected by police or disabled vehicles o Bus lanes combined with exclusive bus‐only queue‐jump lanes at junctions would minimize bus travel times and maximize transit service reliability o Forward‐compatible with future light rail transit option • Challenges o Conversion of general purpose traffic lane to bus‐only operation will divert some traffic onto remaining NLSD lanes and/or adjacent street network 4 2 10/13/2017 Option A – 3+1 Managed Lane* Proposed Typical Section Looking North Between Junctions** *Converts one general purpose lane in each direction to a Shared Bus/Auto Managed Lane. -
Brooklyn Bridge Park - Case Study
BROOKLYN BRIDGE PARK - CASE STUDY URBAN REGENERATION KSB 1 2 ANNOTATED OUTLINE – BROOKLYN BRIDGE PARK - CASE STUDY TABLE OF CONTENT Summary 5 Background 6 The Process 7 Project Outcomes 8 Challenges 9 Lessons Learned 11 Sources 12 URBAN REGENERATION KSB 3 1 SUMMARY PROJECT & LOCATION Brooklyn, New York City, USA LAND-BASED Ongoing operations & maintenance of public ame- FINANCING INSTRUMENT nities funded by PILOT (Payment in lieu of property USED taxes); out-lease of excess government-owned land TOTAL PROJECT COST US$355 million 85-acre (34 hectares) of former industrial waterfront LAND AREA land along 1.3 miles of the Brooklyn side of the East River Creation of an iconic park with resilient, world-class design and construction standards, serving locals and visitors; increase in land value and therefore BENEFITS TO THE CITY property taxes in adjacent neighborhoods; enhance the quality of life in surrounding neighborhoods in the borough; financially self-sustaining (i.e., maintained at no cost to the city) ANNUAL O&M BUDGET US$16 million (2016) In the early 1980s, the Port Authority of New York and New Jersey (PANYNJ) decided to cease all cargo ship operations along Brooklyn’s Piers 1 to 6 due to a decline in use, as cargo was increasingly going to other ports. As a result, the piers became a barren, post-industrial site with little activity. Even so, the area had significant potential for reuse, in part due to its panoramic views of the Manhattan skyline across the East River. In the 1990s, PANYNJ announced plans to sell the land for commercial development. -
Moveable Barrier November 30, 2015
Work Zone Barrier ‐ Moveable Barrier November 30, 2015 TEST LEVEL NAME/MANUFACTURER ILLUSTRATION SECTION DETAILS ANCHORAGE DETAILS DISTINGUISHING CHARACTERISTICS NCHRP 350 MASH Moveable Barrier Quickchange Moveable Barrier and Reactive Tension TL‐3 Section Dimensions Anchored Installation Quickchange Moveable Barrier Systems (QMB) (B63, CC66B) Physical crash testing was conducted on an anchored system. Height: 2.67' Contact manufacturer for description of system. Barriers have a "T" top which acts as a lifting surface for the Barrier Transfer Machine (BTM). Length: 3.28' Lindsay Transportation Solutions Width: 1' (top), 2'(base) Dynamic deflection (TL‐3): 4.42''; Test Length: 246'. BTM lifts the barrier through a conveyor system, transferring the barrier laterally while keeping the Weight: 1,433 lbs. system in tension. http://www.barriersystemsinc.com/applicatio Section Connections ns Variable Length Barrier (VLB) consist of two steel shells equipped with a hydraulic mechanism which allows it Pin connections. to change length when unlock by transfer machine, ensuring the barrier installation remains in tension. Steel Reactive Tension System (B40, TL‐3 Section Dimensions Anchored Installation B69, B69A, CC66B) Height: 2.67' Tethered to a ground anchor capable of supporting 100,000 VLB sections are always located in the transfer machine lbs. barrier load or an additional 80 SRTS elements. during repositing of the barrier. Length: 3.25' The end of the barrier should be protected. A system Width: 1' (top), 2'(base) Dynamic deflection (TL‐3): 2.3'; Test Length: 246'. designed for use with this barrier is the ABSORB 350 crash cushion that is pinned together and consists of a Weight: 1,499 lbs. -
RES 21-025-R 2021 Crackfilling Program.Pdf
TO: Committee of the Whole – City Services 3/2 FROM: Timothy Grimm, P.E., Civil Engineer DATE: February 24, 2021 RE: Resolution 21-025-R, Authorizing Execution of a Contract for the 2021 Crackfilling Program with Denler, Inc. for $193,316.75 Summary This project will include crackfilling City streets and will also include sealcoating, striping, and crackfilling. The fiberized crackfilling consists of cleaning and sealing of any cracks, voids or joints two inches in width or less with asphalt cement reinforced by polypropylene fibers. Map exhibits are provided in the contract showing the street and parking lot locations to be addressed this year. Crackfilling is a very cost-effective preventative maintenance technique and is performed routinely to keep water and debris from getting into the pavement. In addition, crackfill helps keep the roadway in safe condition by interrupting the propagation of cracking, potholes and other distresses in the roadway. The project is expected to start in early May and will be completed by June 25, 2021. Background The total budget for the annual crackfill program is $200,000. Estimated quantities are based on the number of streets areas that are currently in need of crackfilling maintenance and the severity of asphalt cracking. The sole funding source for the project is: • Street Maintenance MFT, 18-47-6471 ($200,000) Proposals Bids were opened on February 18, 2021 with the following results: 1. Denler, Inc. Bid: $175,742.50 2. SKC Construction, Inc Bid: $185,716.50 The lowest bidder for the 2021 Crackfilling Program was Denler, Inc. of Joliet, Illinois. -
Freeway Management and Operations Handbook September 2003 (See Revision History Page for Chapter Updates) 6
FREEWAY MANAGEMENT AND OPERATIONS HANDBOOK FINAL REPORT September 2003 (Updated June 2006) 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. This report does not constitute a standard, specification, or regulation. The United States Government does not endorse products or manufacturers. Trade and manufacturers’ names appear in this report only because they are considered essential to the object of the document. 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. FHWA-OP-04-003 4. Title and Subtitle 5. Report Date Freeway Management and Operations Handbook September 2003 (see Revision History page for chapter updates) 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Louis G. Neudorff, P.E, Jeffrey E. Randall, P.E., Robert Reiss, P..E, Robert Report Gordon, P.E. 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Siemens ITS Suite 1900 11. Contract or Grant No. 2 Penn Plaza New York, NY 10121 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Office of Transportation Management Research Federal Highway Administration Room 3404 HOTM 400 Seventh Street, S.W. 14. Sponsoring Agency Code Washington D.C., 20590 15. Supplementary Notes Jon Obenberger, FHWA Office of Transportation Management, Contracting Officers Technical Representative (COTR) 16. Abstract This document is the third such handbook for freeway management and operations. It is intended to be an introductory manual – a resource document that provides an overview of the various institutional and technical issues associated with the planning, design, implementation, operation, and management of a freeway network. -
John Ward Duckett
The Elmer A. Sperry Award 2012 FOR ADVANCING THE ART OF TRANSPORTATION The Elmer A. Sperry Award The Elmer A. Sperry Award is given in recognition of the distinguished engineering contribution, which through application, has proved itself in actual service, and has advanced the art of transportation whether by land, sea, air, or space. In the words of Edmondo Quattrocchi, sculptor of the Elmer A. Sperry Medal: “This Sperry Medal symbolizes the struggle of man’s mind against the forces of nature. The horse represents the primitive state of uncontrolled power. This, as suggested by the clouds and celestial fragments, is essentially the same in all the elements. The Gyroscope, superimposed on these, represents the bringing of this power under control for man’s purposes.” Presentation of The Elmer A. Sperry Award for 2012 to JOHN WARD DUCKETT in recognition for the Development of the Quick-Change Movable Barrier by The Elmer A. Sperry Board of Award under the sponsorship of the: American Society of Mechanical Engineers Institute of Electrical and Electronics Engineers SAE International Society of Naval Architects and Marine Engineers American Institute of Aeronautics and Astronautics American Society of Civil Engineers at the SAE WORLD CONGRESS http://www.sae.org/congress/techprogram/cfp.htm Detroit, Michigan April 16-18, 2013 John Ward Duckett John Duckett was born in Hollywood, California on March 2, 1929, where he lived until he was 15. He attended a Catholic grammar school and Bancroft Junior High before his family moved to San Marino, California, where he attended Flintridge Prep High School. He then attended the University of California at Berkeley where he received his BS in Industrial Engineering in 1956. -
Region 11: Queens
t e Road 77th e t r t S et 270th Street wl He 271st Street Langdale Street 269th Street 270th Street 78thAvenue 268th Street 77th Avenue 77th 267th Street 266th Street 76th Avenue 76th 265th Street 79thAvenue 265th Street 264th Street 85thAvenue 263rd Street e 262nd Street u n e v A 261st Street n o t 80thAvenue s Hewlett Street i l 73rd Avenue l 25B i 74th Avenue 74th EF W 60th Road 60th 260th Street t s a 60th Avenue 60th E e d u a 75th Avenue 75th n o 259th Street e 262 R nd Street Av d n h 2 t 7 260th Street 267th Street 7 Langston Avenue 258th Street 5 d 260th Street r a v e 87thAvenue l 266th Street 81stAvenue u 257th Street o t B e 83rdAvenue e e u tr c e S a a u 82ndAvenue s l th n s 5 256th Street e P 5 a v 260th Street 2 e A N 261st Street h u h t t 255th Street n 9 0 e 6 6 2 v 87th Road 58th Avenue A 254th Street h 25 t 4 2 5 th Stre 55th Street 84th Drive Little Neck Parkway et 73rd Road 7 d a Little Neck Parkway e t o 254th Street Bates Road e u R Little Neck Parkway e n e t r e u e t s v n e S r Leith Place d 254th Street 254th Street t e A d 82ndRoad e S 82nd Drive v n e 252nd Street 253rd Street ood e 2 d Glenw u 85th Road A 5 n L n 2 e v h A 252nd Street 2 t l t e t a d r B 253rd Street 6 a 7 e o 252nd Street 8 253rd Street u R 251st Street n d h e i t a e e L u v o n A e e R v le Lan 252nd Street t va h A Brow s 251st Street t e 250th Street 1 7 Elkmont Avenue Elkmont e u 7 5 k n o e r e b 251st Place v e u 60th Avenue n A n m 250th Street e a n P e L y ve c Jericho Turnpike e a a a l e e u l A w m P n u l a k l e h -
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. -
Cast-In-Place Concrete Barriers
rev. May 14, 2018 Cast-In-Place Concrete Barriers April 23, 2013 NOTE: Reinforcing steel in each of these barrier may vary and have been omitted from the drawings for clarity, only the Ontario Tall Wall was successfully crash tested as a unreinforced section. TEST LEVEL NAME/MANUFACTURER ILLUSTRATION PROFILE GEOMETRIC DIMENSIONS CHARACTERISTICS AASHTO NCHRP 350 MASH New Jersey Safety-Shape Barrier TL-3 TL-3 32" Tall 32" Tall The New Jersey Barrier was the most widely used safety shape concrete barrier prior to the introduction of the F-shape. As shown, the "break-point" between the 55 deg and 84 deg slope is 13 inches above the pavement, including the 3 inch vertical reveal. The flatter lower slope is intended to lift the vehicle which TL-4 TL-4 http://tf13.org/Guides/hardwareGuide/index.php?a absorbs some energy, and allows vehicles impacting at shallow angles to be 32" Tall 36" Tall X ction=view&hardware=111 redirected with little sheet metal damage; however, it can cause significant instability to vehicles impacting at high speeds and angles. Elligibility Letter TL-5 TL-5 B-64 - Feb 14, 2000 (NCHRP 350) 42" Tall 42" Tall NCHRP Project 22-14(03)(MASH TL3) NCHRP 20-07(395) (MASH TL4 & TL5) F-shape Barrier TL-3 TL-3 The F-shape has the same basic geometry as the New Jersey barrier, but the http://tf13.org/Guides/hardwareGuide/index.php?a 32" Tall 32" Tall "break-point" between the lower and upper slopes is 10 inches above the ction=view&hardware=109 pavement. -
Sec 20-00029 FL Proposal University Park Parkway Resurfacing & Stripping
RETURN WITH BID County Will Local Public Agency University Park NOTICE TO BIDDERS Section Number 20-00029-00-FL Route Stuenkel Road Sealed proposals for the improvement described below will be received at the office of Village of University Park, 44 Towncenter Drive, University Park, IL 60484 until 4:00 PM on September 11, 2020 Address Time Date Sealed proposals will be opened and read publicly at the office of Village of University Park 44 Towncenter Drive, University Park, IL 60484 at 4:15 PM on September 11, 2020 Address Time Date DESCRIPTION OF WORK Name Universtiy Parkway Railroad Crossing Safety Improvement Length: 596.09 feet ( 0.11 miles) Location University Parkway / Stuenkel Road at Govenors Hwy to 550' east of Governors Hwy. Proposed Improvement Milling and resurfacing of roadway in-place. Replacing existing aggregate shoulder in-place. Railroad safety pavement striping. Railroad safety signage. 1. Plans and proposal forms will be available in the office of Village of University Park 44 Towncenter Drive, University Park, IL 60484 Address 2. Prequalification If checked, the 2 low bidders must file within 24 hours after the letting an “Affidavit of Availability” (Form BC 57), in duplicate, showing all uncompleted contracts awarded to them and all low bids pending award for Federal, State, County, Municipal and private work. One original shall be filed with the Awarding Authority and one original with the IDOT District Office. 3. The Awarding Authority reserves the right to waive technicalities and to reject any or all proposals as provided in BLRS Special Provision for Bidding Requirements and Conditions for Contract Proposals. -
Here's a Hint on the Trivia-Like Question Asked Above: the Answer Relates
Here’s a hint on the trivia-like question asked above: The answer relates to Rikers Island’s leading role in the 1939 birth of LaGuardia Airport. More precisely, it was a rebirth – that of a small North Beach, Queens, airfield, transformed into the country’s then largest municipal airport. Some said it was the world’s largest. What made the change-over possible was a half-mile steel span stretched across Rikers Island Channel. Trucks Traveled Trestle to Feed Rikers Landfill to Airport Site That massive trestle served as a kind of metal feeding tube, enabling an estimated17 million tons of Rikers Island landfill to be funneled into the future mammoth airport’s vast Bowery Bay-Flushing Bay construction site: 357 acres of marshland and underwater grid work. Tens of thousands of truck trips delivered the materials. Operations went on around the clock six days a week for two years. The span had a movable section which, in the open position, allowed passage of water craft through the Rikers Island Channel. Planners had chosen that arrangement rather than clog the channel with barges going back and forth. The crossing structure facilitated turning the 105-acre North Beach Airport, formerly the Glen H. Curtis Airport, into 557-acre New York Municipal Airport-LaGuardia Field. About three and a half decades later, a somewhat similar temporary crossing structure spanned Bowery Bay, linking the island and Queens to facilitate construction of the permanent bridge opened in 1966 and named for Rikers’ Supervising Warden Francis R. Buono in 1978. In recognition of the essential role that Rikers would play in the creation of New York City’s planned commercial airport, the Sept. -
HOW to PAY BAIL in NEW YORK CITY a Step-By-Step Guide
presents HOW TO PAY BAIL IN NEW YORK CITY A Step-By-Step Guide Hi there! We’re so happy that you’ve decided to join the Dollar Bail Brigade, and help fight mass incarceration by bailing out your fellow New Yorkers! If we’ve just contacted you to bail someone out, then this is the document you need. That person is now your client, and this is a step-by-step guide containing all the information you need to bail them out. It includes: what you need to bring, where you need to go, and how to strategically maneuver through any and all bureaucratic red tape you encounter. Remember: the system thinks it can derail you and distract you. They think they can unjustly keep people in jail, but they don’t know who they’re up against. Thank you, and much love, The Dollar Bail Brigade How to Pay Bail in NYC The Dollar Bail Brigade STEP 1: BEFORE YOU LEAVE Welcome aboard! You are a determined, unstoppable undercover operative of the Dollar Bail Brigade. Here are the things you’ll need for your mission. 1. Find your client otn Department of Corrections Lookup. Print out their “profile,” or copy down all the information from it. You’re going to need this information when you get to the bail window, and you may not be allowed to use your phone once you’re there, so it’s good to have a hard copy to bring along. 2. Print out this document as well! It will be a helpful reference.