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Semiannual Report to Congress Go Green!
Go Green! Consumes less energy than car or air travel* Semiannual Report to Congress Report #41 H 10/01/09 – 3/31/10 ON THE COVER Amtrak® Empire Builder® Message from the Inspector General am pleased to present the first Semiannual Report We made a series of recommendations to improve to Congress since my appointment as Amtrak the effectiveness and efficiency of training and IInspector General in November 2009. In addition employee development, focusing on developing and to reporting on the Office of Inspector General’s (OIG) implementing a corporate-wide training and employee accomplishments during the six-month period ending development strategy. This would ensure that training March 31, 2010, I am identifying several significant aligns with the overall corporate strategy and provides challenges the OIG faces and the ongoing and planned employees with the skills needed to assume leadership actions we are pursuing to overcome the challenges. roles in the future. Significant Accomplishments Management recently agreed with all of our recommendations and provided a plan to implement During this semi-annual reporting period, the OIG them. It is important, however, for management to continued to identify opportunities to reduce costs, stay focused on making near-term improvements, improve management operations, enhance revenue, and because effective training and development practices institute more efficient and effective business processes. will be a key component of Amtrak’s ability to deliver For example: high quality services. H An OIG audit of the monthly on time performance H The Office of Investigations was instrumental in (OTP) bills and schedules from April 1993 through securing convictions and restitutions in multiple theft April 2004 disclosed that CSX inaccurately billed schemes. -
Appendix G Historic, Archaeological, and Cultural Resources Part1
Historic, Archaeological, and Cultural Resources APPENDIX G G.1 Section 106 Effects Assessment and Relevant Correspondence G.2 Phase IA Studies and Relevant Correspondence G.3 Draft Programmatic Agreement G.4 Historic Architectural Resources Background Study (HARBS) and Relevant Correspondence G.5 Project Initiation Letter (PIL) Relevant Correspondence G.6 Miscellaneous Correspondence PENN STATION ACCESS PROJECT: Environmental Assessment and Section 4(f) Evaluation May 2021 Penn Station Access Project: Environmental Assessment and Section 4(f)Evaluation Appendix G. Historic, Archaeological, and Cultural Resources G.1 SECTION 106 EFFECTS ASSESSMENT AND RELEVANT CORRESPONDENCE MTA Metro-North Railroad Penn Station Access Project Preliminary Environmental Assessment Section 106 Effects Assessment Prepared for: Prepared by: Lynn Drobbin & Associates, Historical Perspectives, Inc., and July 2019 Penn Station Access Project: Preliminary Environmental Assessment Section 106 Effects Assessment Contents 1. Introduction ...............................................................................................................................1 2. Project Description ................................................................................................................... 5 2.1 PROJECT NEED ......................................................................................................................................................................... 5 2.2 PROPOSED SERVICE .............................................................................................................................................................. -
The Arch and Colonnade of the Manhattan Bridge Approach and the Proposed Designation of the Related Landmark Site (Item No
Landmarks Preservation Commission November 25, 1975, Number 3 LP-0899 THE ARCH AND COLONNAD E OF THE MANHATTAN BRIDGE APPROACH, Manhattan Bridge Plaza at Canal Street, Borough of Manhattan. Built 1912-15; architects Carr~re & Hastings. Landmark Site: Borough o£Manhattan Tax Map Block 290, Lot 1 in part consisting of the land on which the described improvement is situated. On September 23, 1975, the Landmarks Preservation Commission held a public hearing on the proposed designation as a Landmark of the Arch and Colonnade of the Manhattan Bridge Approach and the proposed designation of the related Landmark Site (Item No . 3). The hearing had been duly ad vertised in accordance with . the provisions of law. Two witnesses spoke in favor of designation. There were no speakers in opposition to designation. DESCRIPTION AND ANALYSIS The Manhattan Bridge Approach, a monumental gateway to the bridge, occupies a gently sloping elliptical plaza bounded by Canal, Forsyth and Bayard Streets and the Bowery. Originally designed to accommodate the flow of traffic, it employed traditional forms of arch and colonnade in a monument al Beaux-Arts style gateway. The triumphal arch was modeled after the 17th-century Porte St. Denis in Paris and the colonnade was inspired by Bernini's monumental colonnade enframing St. Peter's Square in Rome. Carr~re &Hastings, whose designs for monumental civic architecture include the New York Public Library and Grand Army Plaza, in Manhattan, were the architects of the approaches to the Manhattan Bridge and designed both its Brooklyn and Manhattan approaches. The design of the Manhattan Bridge , the the third bridge to cross the East River, aroused a good deal of controversy. -
The Bulletin BROOKLYN PCC CARS’ 80 ANNIVERSARY
ERA BULLETIN — DECEMBER, 2016 The Bulletin Electric Railroaders’ Association, Incorporated Vol. 59, No. 12 December, 2016 TH The Bulletin BROOKLYN PCC CARS’ 80 ANNIVERSARY Published by the Electric by Bernard Linder Railroaders’ Association, Incorporated, PO Box (Continued from November, 2016 issue) 3323, New York, New York 10163-3323. As soon as the cars were in service, news- dynamic brake came into service first and papers reported that the passengers liked was increased as the brake foot pedal was For general inquiries, or the quiet, fast, comfortable cars. St. Louis depressed. At 3-inch pedal movement, the Bulletin submissions, Car Company’s booklet explains how the track brake cut in. The air brake completed contact us at bulletin@ company accomplished this feat. the braking cycle and held the car after it erausa.org. ERA’s The designers proceeded to develop a radi- stopped. Your Editor-in-Chief’s supervisor website is cally new control and braking apparatus for recalled that the Brooklyn cars’ magnetic www.erausa.org. smooth and rapid starts and stops. To deter- brakes were disconnected after they wore Editorial Staff: mine the maximum comfortable acceleration, out the track rails at the trolley stops. The Editor-in-Chief: your Editor-in-Chief’s supervisor sat in a car PCC’s brakes gave rates of retardation that Bernard Linder loaded with sandbags. Tests were conducted were not previously achieved. Tri-State News and in the Ninth Avenue Depot at different rates The PCCs were much quieter than the old- Commuter Rail Editor: Ronald Yee of acceleration and deceleration. These ex- er cars. -
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. -
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. -
Metuchen the Brainy Borough
METUCHEN THE BRAINY BOROUGH Compiled by the Metuchen Historic Preservation Committee Metuchen The Brainy Borough Compiled by the Metuchen historic preservation committee The Metuchen Historic Preservation Committee was formed in January 2008 to advise the Mayor and Council on steps to strengthen Metuchen’s commitment to historic preservation. The Committee’s goals are to develop public education on the benefits of historic preservation, honor Metuchen’s historic resources by increasing the number of structures in town listed on the New Jersey and National Registers of Historic Places, and explore the development of a Metuchen Historic Preservation Ordinance to formally recognize and protect the town’s distinctive historic and architectural character. The Historic Preservation Committee Suzanne Andrews Lori Chambers Michele Clancy Richard Miller Tyreen Reuter, Chair Rebeccah Seely Richard Weber Nancy Zerbe Jay Muldoon, Council Liaison June, 2015. All Rights Reserved. Metuchen, New Jersey. Introduction For several years, the Metuchen Historic Preservation Committee — with the assistance of grants from the Middlesex County Cultural and Heritage Commission — has studied Metuchen’s history and historic neighborhoods to evaluate the potential for one or more historic districts. These studies have resulted in additional historical information, especially related to one important theme: Metuchen’s reputation as “the Brainy Borough.” Local historians were aware of the 1914-1915 newspaper “battle” between Metuchen and Glen Ridge as to which town deserved the title; however, there were no extant copies of the Metuchen Recorder newspaper that over the extended period of the battle carried each town’s submissions of prominent residents who would warrant their hometown being considered “brainy.” The Committee’s recent studies have not only added to the general knowledge of the battle; they resulted in a significant research find: much of Metuchen’s reporting on the subject was also reprinted in Bloomfield’s Independent Press,* available at the Bloomfield Public Library. -
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 . -
BRONX KILL Living 1 Ferry Dock 6 2 Picnic Area Footbridge Water’S Edge 3 BRONX Bronx Shorefields Garden HARLEM RIVER Garden Rock
BRONX Gardens Urban Farm BRONX KILL 7 133rd St & Access at 4 8 RFK Access at Connector 6 Randall’s Island Kayak Launch Cypress Ave in Bronx Wetlands Bronx Shore Fields 132nd St in Bronx 9 Bronx Kill Bronx Shore 5 3 Salt Marsh Picnic Area Green Bronx Shore 2 Picnic Area Blue 46 45 X SHORE ROAD 48 Golf Center RON B 42 1 41 NYC Parks 43 Citywide Harlem River Event Area MTA 44 NYPD Services Robert Moses 40 Launch Repair Building S EADOW U M LO N KEN O 39 Kayak 15 P 36 Sunken Meadow RFK Access at 12 14 Picnic Area Picnic Area 33 35 E 125th St & 2nd Ave BRONX KILL 13 34 in Manhattan 38 31 Playground 37 32 19 Sunken Meadow Fields Living Tennis Golf Center 16 18 25 Shoreline 29 (Under Construction) 22 24 CENTRAL ROAD CENTRAL 17 26 Track Rock 28 Lot F 23 Garden 27 CENTRAL ROAD 20 Café (Seasonal) Ferry Dock Tennis Center 21 Lot A Restroom Field 10 Harlem Lot E River Ferry Event Lot B Area Icahn MTA Bus Stadium Lot C Freshwater FDNY Parking Wetlands Academy EAS Lot D Freshwater Overhead Bridge Wildflower Meadow T R RIVER Pedestrian & Bike M IVER Salt Marsh CENTRAL ROAD Diamond Field BOARDWALK HARLE DEP Wastewater Rectangular Field Resource Recovery Facility (WRRF) MANHATTAN H NYS Police E Cyclists are required to walk L L bikes across RFK bridge G A T crossings. Please be courteous 50 E C on shared pathways. I R C L 51 E HELP Meyer Central QUEENS Fields 52 Kirby/Manhattan Psychiatric 53 54 60 Urban Farm HELP Water’s Edge Odyssey 61 Hell Gate Garden Clarke Railroad Bridge House Thomas Hell Gate Sunken 91 62 Fields HELP Garden Scylla Picnic Area W -
Roadway Open Cuts: Queens
666...111333::: RRROOOAAADDDWWWAAAYYY OOOPPPEEENNN CCCUUUTTTSSS::: QQQUUUEEEEEENNNSSS 111444 cccooorrrrrriiidddooorrrsss,,, 111000777 pppaaarrrccceeelllsss,,, 111444888...33000 aaacccrrreeesss 383 Corridor Description Parcels Total Code Acres Q01 Brooklyn-Queens Expressway: West Of 65th Street-North Of Broadway 9 7.36 Q02 Brooklyn-Queens Expressway: South Of Bulova Avenue-North Of 49th Street 3 2.01 Q03 Grand Central Parkway: 31st Street-West Of Ditmars Boulevard 13 17.56 Q04 Queens-Midtown Tunnel: Queens Portal 1 0.25 Q05 Long Island Expressway: West And East Of Greenpoint Avenue 2 0.76 Q06 Long Island Expressway: West Of Hamilton Place-East Of 69th Street 4 6.01 Q07 Long Island Expressway: Theoretical Extension Of 187th Street-Springfield Boulevard 10 6.53 Q08 Van Wyck Expressway: Union Turnpike-South Of 133rd Avenue, 22 34.34 and North Of Manton Street-Northeast Of Queens Boulevard Q09 Cross Island Parkway: West Of 147th Street-East Of Utopia Parkway 10 24.95 Q10 Grand Central Parkway: Northwest Of Union Turnpike-East Of 168th Street 7 14.24 Q11 Jackie Robinson Parkway: Southwest And Northeast Of Queens Boulevard 2 0.41 Q12 Clearview Expressway: South Of Horace Harding Expressway North-North Of 26th Avenue 15 31.88 Q13 Flushing Avenue: 56th Street-Rust Street, Maspeth 6 0.99 Q14 Queens Boulevard: West of Woodhaven Boulevard-East of I-495 service road 3 1.01 384 QQQ000111::: BBBRRROOOOOOKKKLLLYYYNNN---QQQUUUEEEEEENNNSSS EEEXXXPPPRRREEESSSSSSWWWAAAYYY::: WWWEEESSSTTT OOOFFF 666555TTTHHH SSSTTTRRREEEEEETTT---NNNOOORRRTTTHHH OOOFFF BBBRRROOOAAADDDWWWAAAYYY -
Bookletchart™ East River – Tallman Island to Queensboro Bridge NOAA Chart 12339
BookletChart™ East River – Tallman Island to Queensboro Bridge NOAA Chart 12339 A reduced-scale NOAA nautical chart for small boaters When possible, use the full-size NOAA chart for navigation. Published by the South Brother Island Channel are advised of the following: East River Main Channel Lighted Buoy 5 has been established northeast National Oceanic and Atmospheric Administration of Rikers Island in 40°47'47"N., 73°51'59"W. to assure that no vessel National Ocean Service penetration of air space exists over that portion of the East River which Office of Coast Survey coincides with the glide path of the northeast-southwest runway of La Guardia Airport. Vessels with mast heights in excess of 125 feet shall www.NauticalCharts.NOAA.gov pass 100 yards to the north of this buoy so as to avoid interference with 888-990-NOAA the glide path. In East River the flood current sets eastward and the ebb sets westward. What are Nautical Charts? Note: this is the direct opposite of conditions in Long Island Sound where the flood is generally westward and the ebb eastward. Nautical charts are a fundamental tool of marine navigation. They show The velocity of current is 0.7 knot at Throgs Neck, 1.6 knots at Port water depths, obstructions, buoys, other aids to navigation, and much Morris, 4 knots in Hell Gate, 3 knots at Brooklyn Bridge, and 1.5 knots more. The information is shown in a way that promotes safe and north of Governors Island. In Hell Gate (off Mill Rock) the velocity is 3.4 efficient navigation. -
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.