Working in peace and harmony.

Cover title.

Report.

Year ends Dec. 31.

Report

Report 1913-? Included In 1st-? Annual Report of the Public Service Commission

Report to the President by the Emergency Board appointed May 12, 1949 by Executive order 10056 pursuant to Section 10 of the Railway Labor Act, as amended : to investigate a dispute between the Union Railroad Company (Pittsburgh) and certain of its employees represented by the Brotherhood of Railroad Trainmen : (NMB case A-3083) : Pittsburgh, Pennsylvania, July 29, 1949.

Signed: Andrew Jackson, chairman, Leif Erickson, member, Elmer T. Bell, member.

Argument of Franklin B. Gowen before the Judiciary committee of the Senate of Pennsylvania, on behalf of the railroad and mining interests of Pennsylvania, March 30th, 1871.

Mode of access: Internet.

The Lemon House : Allegheny Portage Railroad National Historic Site, Cresson, Pennsylvania /

Shipping list no.: 94-0345-P.

Study of the feasibility of a regional railroad system for northwest Pennsylvania /

Mode of access: Internet.

Pittsburgh, Pennsylvania, 1900 (Raster Image)

This layer is a georeferenced raster image of the historic paper map entitled: Map of the cities of Pittsburgh, Allegheny and environs. It was published by R. L. Polk and Co. in 1900. Scale [ca. 1:11,800]. The image inside the map neatline is georeferenced to the surface of the earth and fit to the Pennsylvania South State Plane NAD 1983 coordinate system (in Feet) (Fipszone 3702) coordinate system. All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, index maps, legends, or other information associated with the principal map. This map shows features such as roads, railroads, railroad stations, street railroads, drainage, selected public buildings, cemeteries, parks, city ward boundaries, and more. This layer is part of a selection of digitally scanned and georeferenced historic maps from the Harvard Map Collection. These maps typically portray both natural and manmade features. The selection represents a range of originators, ground condition dates, scales, and map purposes.

Oak Lane, Philadelphia, Pennsylvania, 1900 (Raster Image)

This layer is a georeferenced raster image of the historic paper map entitled: For sale : Lawnton and Oak Lane building lots : twenty-second ward : estate of E. M. Davis, deceased. It was published by J.T. Jackson & Co. ca. 1900. Scale [ca. 1:528,000]. Covers the Oak Lane neighborhood of Philadelphia, Pennsylvania. The image inside the map neatline is georeferenced to the surface of the earth and fit to the Pennsylvania South State Plane Coordinate System NAD83 (in Feet) (Fipszone 3702). All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, index maps, legends, or other information associated with the principal map. Cadastral map showing buildings, property boundaries and dimensions, names of landowners, streets names, railroad line and station stops, and more. Relief is shown by countours and spot heights. Includes sales and advertisement notice. This layer is part of a selection of digitally scanned and georeferenced historic maps from The Harvard Map Collection as part of the Imaging the Urban Environment project. Maps selected for this project represent major urban areas and cities of the world, at various time periods. These maps typically portray both natural and manmade features at a large scale. The selection represents a range of regions, originators, ground condition dates, scales, and purposes.

Centennial International Exhibition Grounds, Philadelphia, Pennsylvania, 1876 (Raster Image)

This layer is a georeferenced raster image of the historic paper map entitled: Pictorial map of the International Exhibition Grounds, presented by the Philadelphia, Wilmington and Baltimore Railroad. It was published by Van Ingen & Snyder & Gillett in 1876. Scale not given. The image inside the map neatline is georeferenced to the surface of the earth and fit to the Pennsylvania South State Plane Coordinate System NAD83 (in Feet) (Fipszone 3702). All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, index maps, legends, or other information associated with the principal map. This image pictorially shows the grounds of the Philadelphia Centennial Exhibition, 1876. It includes features such as roads, railroads, drainage, buildings with uses, and more. Includes inset engraving: Birds-eye Centennial International Exhibition from Sawyer's Observatory. Copyright 1875 by Theo. Leonhardt & Son and lists of United States Centennial Commissions officers. This layer is part of a selection of digitally scanned and georeferenced historic maps from The Harvard Map Collection as part of the Imaging the Urban Environment project. Maps selected for this project represent major urban areas and cities of the world, at various time periods. These maps typically portray both natural and manmade features at a large scale. The selection represents a range of regions, originators, ground condition dates, scales, and purposes.

"Ohio and Pennsylvania Rail-Road," (to connect Pittsburg with the great west.) : report to the president and directors of the Ohio and Pennsylvania Rail-Road Company /

Mode of access: Internet.

Brief statement of facts, in regard to the Venango Railroad : together with the act of incorporation.

"Brief statement of facts ..." signed on p. 9: Franklin, Venang County, Pa., October 25th, 1853.

Staple Bend Tunnel : Allegheny Portage Railroad National Historic Site /

Shipping list no.: 91-705-P.

Bayesian methodology incorporating expert judgment for ranking countermeasure effectiveness under uncertainty: Example applied to at grade railroad crossings in Korea

This paper describes the formalization and application of a methodology to evaluate the safety benefit of countermeasures in the face of uncertainty. To illustrate the methodology, 18 countermeasures for improving safety of at grade railroad crossings (AGRXs) in the Republic of Korea are considered. Akin to “stated preference” methods in travel survey research, the methodology applies random selection and laws of large numbers to derive accident modification factor (AMF) densities from expert opinions. In a full Bayesian analysis framework, the collective opinions in the form of AMF densities (data likelihood) are combined with prior knowledge (AMF density priors) for the 18 countermeasures to obtain ‘best’ estimates of AMFs (AMF posterior credible intervals). The countermeasures are then compared and recommended based on the largest safety returns with minimum risk (uncertainty). To the author's knowledge the complete methodology is new and has not previously been applied or reported in the literature. The results demonstrate that the methodology is able to discern anticipated safety benefit differences across candidate countermeasures. For the 18 at grade railroad crossings considered in this analysis, it was found that the top three performing countermeasures for reducing crashes are in-vehicle warning systems, obstacle detection systems, and constant warning time systems.

Greener and leaner : unleashing capacity of railroad concrete ties via limit states concept

New knowledge has raised a concern about the cost-ineffective design methods and the true performance of railroad prestressed concrete ties. Because of previous knowledge deficiencies, railway civil and track engineers have been aware of the conservative design methods for structural components in any railway track that rely on allowable stresses and material strength reductions. In particular, railway sleeper (or railroad tie) is an important component of railway tracks and is commonly made of prestressed concrete. The existing code for designing such components makes use of the permissible stress design concept, whereas the fiber stresses over cross sections at initial and final stages are limited by some empirical values. It is believed that the concrete ties complying with the permissible stress concept possess unduly untapped fracture toughness, based on a number of proven experiments and field data. Collaborative research run by the Australian Cooperative Research Centre for Railway Engineering and Technologies (Rail CRC) was initiated to ascertain the reserved capacity of Australian railway prestressed concrete ties that were designed using the existing design code. The findings have led to the development of a new limit-states design concept. This paper highlights the conventional and the new limit-states design philosophies and their implication to both the railway community and the public. © 2011 American Society of Civil Engineers.