Project Purpose and Need Statement June 2019
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Merchant Street Bridge Project City of Pittsburgh, Allegheny County FREQUENTLY ASKED QUESTIONS July 27, 2020
Merchant Street Bridge Project City of Pittsburgh, Allegheny County FREQUENTLY ASKED QUESTIONS July 27, 2020 1. What is the purpose and need for this project? The purpose of the Merchant Street Bridge Project is to maintain safe freight and passenger rail operations along the Fort Wayne Line to continue the efficient transportation of goods and people between Chicago and the New York/New Jersey commercial markets, as well as within local markets. The bridge structure has reached the end of its useful life and engineering inspections have identified a need to address these problems in order to maintain safe interstate rail transportation along the Fort Wayne Line. The bridge carrying the Fort Wayne Line over Merchant Street has safety deficiencies that have the potential to create risks to current rail traffic and forecasted rail traffic increases throughout the United States and within Pennsylvania and the Pittsburgh region in particular. The project need for the Merchant Street Bridge project is to address safety, reliability, and facility deficiencies. Additionally, the City of Pittsburgh has requested the roadway profile at Merchant Street be lowered to allow emergency vehicles to pass under the bridge. 2. How will the Merchant Street Bridge Project affect air quality, noise, and vibration in the area? The Merchant Street Bridge Project would not result in any significant effect on air quality, noise, or vibration. The on-alignment replacement of the Merchant Street Bridge would not significantly affect air emissions. Minor temporary emissions will result for a short duration relating to construction equipment for the bridge replacement work. According to the Federal Transit Administration’s Transit Noise and Vibration Impact Assessment Manual, adopted by Federal Railroad Administration, the reconstruction of facilities that occupy substantially the same geographic footprint and do not result in a change in functional use, such as improvements to existing bridges, would not require noise impact analysis because the project would not change the noise source. -
Issue #84 — August 1989
• AUGUST 1989 OHIO ASSOCIATION OF RAILROAD PASSENGERS ISSUE #34 CONFRONTING THE END OF A LINE by OARP President Tom Pulsifer Fort Wayne 20,000, Lima 16,000, Canton 13,000, Crestline 8,000. These four stations handled some 57,000 Amtrak passengers last year. Now, through no fault of the train users, their trains may be taken away--probably for good! Amtrak and Conrail are presently locked in off-and-on ne gotiations upon which rests the future of the Fort Wayne Line, the direct former mainline of the Pennsylvania Rail road between Pittsburgh and Chicago and today's route of Amtrak's BROADWAY and CAPITOL LIMITED passenger trains. At the core of the matter is a segment of 19.2 miles of line between Gary and Valparaiso. Conrail claims Amtrak should bear the full cost of all maintenance expense on this portion of line because Conrail says they no longer run freights over this segment. Conrail has been sending Amtrak a monthly bill of $30,000 for track maintenance and has done this since March of 1988. Thus far, Amtrak has refused to pay these bills and claims Conrail HAS used the track for freight trains, and therefore why should Amtrak pay for all the maintenance costs. Although Conrail con tinues to bill Amtrak, the bill collectors have not yet been sent. Amtrak firmly maintains it will reroute its passenger trains onto other lines before it will pay Con rail one dime of disputed line maintenance costs. Amtrak and Conrail may get what they want -- but the Fort Wayne Line passengers may get left at the end of the line. -
Freight Rail B
FREIGHT RAIL B Pennsylvania has 57 freight railroads covering 5127 miles across the state, ranking it 4th largest rail network by mileage in the U.S. By 2035, 246 million tons of freight is expected to pass through the Commonwealth of Pennsylvania, an increase of 22 percent over 2007 levels. Pennsylvania’s railroad freight demand continues to exceed current infrastructure. Railroad traffic is steadily returning to near- World War II levels, before highways were built to facilitate widespread movement of goods by truck. Rail projects that could be undertaken to address the Commonwealth’s infrastructure needs total more than $280 million. Annual state-of-good-repair track and bridge expenditures for all railroad classes within the Commonwealth are projected to be approximately $560 million. Class I railroads which are the largest railroad companies are poised to cover their own financial needs, while smaller railroads are not affluent enough and some need assistance to continue service to rural areas of the state. BACKGROUND A number of benefits result from using rail freight to move goods throughout the U.S. particularly on longer routes: congestion mitigation, air quality improvement, enhancement of transportation safety, reduction of truck traffic on highways, and economic development. Railroads also remain the safest and most cost efficient mode for transporting hazardous materials, coal, industrial raw materials, and large quantities of goods. Since the mid-1800s, rail transportation has been the centerpiece of industrial production and energy movement. Specifically, in light of the events of September 11, 2001 and from a national security point of view, railroads are one of the best ways to produce a more secure system for transportation of dangerous or hazardous products. -
Philadelphia Division of the Pennsylvania Railroad, Main Line Bridge Photographs2012.237
Philadelphia Division of the Pennsylvania Railroad, Main Line bridge photographs2012.237 This finding aid was produced using ArchivesSpace on September 14, 2021. Description is written in: English. Describing Archives: A Content Standard Audiovisual Collections PO Box 3630 Wilmington, Delaware 19807 [email protected] URL: http://www.hagley.org/library Philadelphia Division of the Pennsylvania Railroad, Main Line bridge photographs2012.237 Table of Contents Summary Information .................................................................................................................................... 3 Biographical Note .......................................................................................................................................... 3 Scope and Content ......................................................................................................................................... 3 Administrative Information ............................................................................................................................ 4 Controlled Access Headings .......................................................................................................................... 4 Collection Inventory ....................................................................................................................................... 5 - Page 2 - Philadelphia Division of the Pennsylvania Railroad, Main Line bridge photographs2012.237 Summary Information Repository: Audiovisual Collections Creator: -
The Ohio & Lake Erie Regional Rail Ohio Hub Study
The Ohio & Lake Erie Regional Rail Ohio Hub Study TECHNICAL MEMORANDUM & BUSINESS PLAN July 2007 Prepared for The Ohio Rail Development Commission Indiana Department of Transportation Michigan Department of Transportation New York Department of Transportation Pennsylvania Department of Transportation Prepared by: Transportation Economics & Management Systems, Inc. In association with HNTB, Inc. The Ohio & Lake Erie Regional Rail - Ohio Hub Study Technical Memorandum & Business Plan Table of Contents Foreword...................................................................................................................................... viii Acknowledgements..........................................................................................................................x Executive Summary.........................................................................................................................1 1. Introduction....................................................................................................................1-1 1.1 System Planning and Feasibility Goals and Objectives................................................... 1-3 1.2 Business Planning Objectives.......................................................................................... 1-4 1.3 Study Approach and Methodology .................................................................................. 1-4 1.4 Railroad Infrastructure Analysis...................................................................................... 1-5 1.5 Passenger -
Merchant Street Bridge Project Purpose and Need Statement
Norfolk Southern Railway Company Merchant Street, Pittsburgh, PA Project Purpose and Need Statement June 2019 INTRODUCTION: The Merchant Street Bridge, located in Pittsburgh, Pennsylvania along the Fort Wayne Line, which is owned and operated by Norfolk Southern Railway Company (NSR), provides a grade separation from automobile traffic traveling below the rail line along Merchant Street. Merchant Street connects Ridge Avenue with Martindale Street under the Fort Wayne Line. The Fort Wayne Line serves rail freight traffic in interstate commerce and operates as a primary link through Pittsburgh between Chicago and the New York/New Jersey commercial markets. NSR is a common carrier and the Fort Wayne Line forms a critical component of NSR’s route between Chicago and the east coast, carrying a variety of commodities, both hazardous material such as chlorine, anhydrous ammonia, hydrogen fluoride, crude oil, and ethanol, as well as nonhazardous materials like coal, auto parts and finished vehicles, lumber, agricultural products, and intermodal containers and trailers. The line Fort Wayne Line also carries passenger traffic. The Merchant Street Bridge was constructed circa 1905 and consists of two skewed steel spans supported by stone masonry abutments and one intermediate steel bent. The ballast-deck superstructure is comprised of a concrete-filled riveted steel trough system that varies in length and width and carries four active railroad tracks, with capacity to carry up to 70 trains per day. There is extensive steel corrosion within the cross girders and columns comprising the intermediate bent as well as throughout the riveted trough system. These conditions will be considered safety concerns within a few years and may pose a safety hazard to the railroad and the traveling public and a potential liability to other transportation entities (e.g., City of Pittsburgh, Allegheny County) if not addressed. -
Elegant Report
Pennsylvania State Transportation Advisory Committee PENNSYLVANIA STATEWIDE PASSENGER RAIL NEEDS ASSESSMENT TECHNICAL REPORT TRANSPORTATION ADVISORY COMMITTEE DECEMBER 2001 Pennsylvania State Transportation Advisory Committee TABLE OF CONTENTS Acknowledgements...................................................................................................................................................4 1.0 INTRODUCTION .........................................................................................................................5 1.1 Study Background........................................................................................................................................5 1.2 Study Purpose...............................................................................................................................................5 1.3 Corridors Identified .....................................................................................................................................6 2.0 STUDY METHODOLOGY ...........................................................................................................7 3.0 BACKGROUND RESEARCH ON CANDIDATE CORRIDORS .................................................14 3.1 Existing Intercity Rail Service...................................................................................................................14 3.1.1 Keystone Corridor ................................................................................................................................14 -
Purpose and Need
NORTHERN INDIANA PASSENGER RAIL CORRIDOR PURPOSE AND NEED Chicago-Fort Wayne-Lima Corridor Prepared for the City of Fort Wayne, IN November 2017 Northern Indiana Passenger Rail Corridor Purpose and Need CONTENTS 1 Introduction and Background .............................................................................................. 1 1.1 Project Description ....................................................................................................... 1 1.2 Current Project Phase/NEPA ....................................................................................... 2 1.3 Passenger Rail Service Background ............................................................................ 2 1.4 Prior Planning Studies ................................................................................................. 2 1.4.1 Midwest Regional Rail Initiative ............................................................................. 2 1.4.2 Ohio Hub System ................................................................................................... 3 1.4.3 NIPRA Feasibility Study ......................................................................................... 3 2 Purpose and Need .............................................................................................................. 4 2.1 Project Purpose ........................................................................................................... 4 2.2 Project Need ............................................................................................................... -
Indiana Railroad Abandonments Railroad Line Description Docket No
Indiana Railroad Abandonments Railroad Line Description Docket No. Miles Year B&O Decatur Sub. Decatur, IL to Speedway, IN AB-19(26) Withdrawn B&O Louisville Sub. North Vernon (0.35) to Nabb (28.52) AB-19(41F) 28.17 1980 B&O Louisville Sub. Nabb (28.52) to Charleston (40.34) AB-19(91X) 11.82 1985 BOTC CSX Spur Indiana Harbor (249.8) to EOL (251.78) Unknown 1.98 1975 C&O Wabash Sub. Malden (230.95) to Griffith (260.62) AB-18(30F) 29.67 1981 C&O Miami Sub. Fernald, OH (19.2) to Cottage Grove, IN (45.1) AB-18(69) Withdrawn C&O Miami Sub. Fernald, OH (19.2) to Cottage Grove, IN (45.1) AB-18(80) Withdrawn C&O Wabash Sub. Peru (162.25) to 12 Mile (174.0) AB-18(93X) 11.75 1987 C&O Wabash Sub. Santa Fe (153.82) to Peru (162.25) AB-18(95X) 8.42 1987 C&O Wabash Sub. 12 Mile (174.0) to North Judson (212.55) AB-18(96) 38.55 1987 CERA Rolling Mill IT Indianapolis Union Station to Hurst Comp. AB-289(1X) 0.5 1987 CERA Kokomo Sub. Peru (74.2) to Rochester (95.6) AB-289(3X) 21.4 1996 CERA Grant County Marion (TS-154.65) to West Marion Belt (TS-157.01) AB-511 (3X) 2.36 2007 CERA Howard County Kokomo Tipton Industrial Lead MP 51.5 to 54.3 & & West KokomAB-511 (4X) 5.18 2009 CERA Tipton Industrial Lead 55.77 at North Kokomo to 58.5 in Cassville AB-511 (5X, 6X) 2.84 2010 CIND Shelbyville Secondary Shelbyville to Thatcher AB-459(2X) Acquired by RA CIND Decatur Greensburg IN MP 64.67 to MP 67.27 in Decatur Co. -
Federal Railroad Administration Office of Railroad Safety Accident and Analysis Branch
Federal Railroad Administration Office of Railroad Safety Accident and Analysis Branch Accident Investigation Report HQ-2018-1293 Norfolk Southern Railway Company (NS) Derailment Pittsburgh, Pennsylvania August 5, 2018 Note that 49 U.S.C. §20903 provides that no part of an accident or incident report, including this one, made by the Secretary of Transportation/Federal Railroad Administration under 49 U.S.C. §20902 may be used in a civil action for damages resulting from a matter mentioned in the report. U.S. Department of Transportation FRA File #HQ-2018-1293 Federal Railroad Administration FRA FACTUAL RAILROAD ACCIDENT REPORT SYNOPSIS On August 5, 2018, at 1:02 p.m., EDT, a Norfolk Southern Railway Company (NS) intermodal train 21QC105 (Train 1) derailed seven double-stack articulated intermodal cars with three wells each. Train 1 was traveling northbound in Pittsburgh, Pennsylvania, on the NS Pittsburgh Division, Mon Line on Main Track 1 at 18 mph, on clear signal indication with the lead locomotive approaching Milepost (MP) ML 5.6 when the derailment occurred. There was no fire or injuries due to the derailment; however, there was significant damage to the Port Authority light rail system servicing Pittsburgh, including nearly a three-week service disruption and $1,800,000 in damage to infrastructure. Estimated railroad damages were $314,952 to track and signal, and $773,275 to equipment. At the time of the derailment, it was daylight with scattered clouds, 7 mph winds, and 80º F. The Federal Railroad Administration (FRA) determined probable cause of the derailment was T207 – Broken rail – Detail fracture for shelling or head check. -
Byron White's Rookie Season
THE COFFIN CORNER: Vol. 18, No. 6 (1996) BYRON WHITE'S ROOKIE SEASON By John Hogrogian Nineteen thirty-eight was a good year for Byron White. On New Year's Day, the 20-year-old senior led the unbeaten Buffaloes of the University of Colorado into the second annual Cotton Bowl game in Dallas. The Owls of Rice University beat Colorado 28-14 before about 37,000 fans. In a strong effort for the losers, White threw one touchdown pass and ran 53 yards with an interception for the other Colorado touchdown. The Cotton Bowl capped a superb season for White. Every major selector had picked him for the All- American backfield. The powerful 185-pound tailback was the star runner, passer and kicker in the Colorado single-wing offense, and he also excelled in the defensive secondary. Although Clint Frank of Yale won the Heisman Trophy, "Whizzer" White was the most acclaimed college football player of the 1937 season. With football over, Byron White took to the basketball floor for Colorado. The Buffaloes compiled a 10-2 conference record and were invited to compete in the first annual National Invitational Tournament in the Madison Square Garden in March. The Buffs would play NYU in the semi-final round on March 14, then, if successful, would play for the championship on March 16. The New York Times described Colorado as "a high-scoring outfit built around Jim (Swisher) Schwartz, a great shotmaker, and Byron (Whizzer) White, the All-American football back." Schwartz averaged an outstanding 17.7 points per game. -
W North Ave Bridge HBRA
Historic Bridge Rehabilitation Analysis Pittsburgh Vertical Clearance Projects W. North Avenue Bridge Prepared for: Norfolk Southern Railway Company Date: Novem ber 2019 W. North Avenue Bridge Historic Bridge Rehabilitation Analysis Table of Contents I. INTRODUCTION.......................................................................................................... 1 A. HISTORIC OVERVIEW ......................................................................................... 1 B. BRIDGE DESCRIPTION ....................................................................................... 2 C. BRIDGE SIGNIFICANCE ...................................................................................... 3 D. CHARACTER-DEFINING FEATURES OF THE BRIDGE ....................................... 4 E. OTHER HISTORIC PROPERTIES IN THE AREA OF POTENTIAL EFFECTS ........ 5 II. ROADWAY AND SITE INFORMATION ........................................................................ 5 III. BRIDGE CONDITION .................................................................................................. 6 IV. PROJECT PURPOSE AND NEED ............................................................................... 6 A. PROJECT PURPOSE AND NEED ........................................................................ 6 B. ADDITIONAL CONSIDERATIONS ............................................................................ 9 V. REHABILITATION EVALUATION ................................................................................ 9 VI. CONCLUSION ..........................................................................................................