Innovative concepts and technology for railroad-highway grade crossing motorist warning systems. Vol. I: overview and concept generation and analysis. Final report.

Transportation Systems Center, Cambridge, Mass.

Annual report of the North Carolina Corporation Commission for the year ending .

"Compilations from railroad returns are for year ending June 30, 1899-1908."

Corporation annual reports to shareholders.

2nd ser. 1951-1970 v.1 Ac-Ac is oversize and is on the bottom shelf of locator 168. 2nd ser. 1951-1970 suppl. is located on top shelf of locator 170.

White on corporations : containing the laws as amended to January 1, 1902, concerning business, railroad, ferry ... corporations, joint-stock associations, etc. ... also all state and federal statutes affecting the class of corporations above enumerated, together with decisions, annotations and forms /

Mode of access: Internet.

United States Steel Corporation. Hearings before the Committee on Investigation of United States Steel Corporation. House of Representatives.

Appendix, parts 1 and 2; general index to Hearings, in v. 4.

Moodys manual of railroads and corporation securities.

1919-24 issued in 2 sections, Public utilities and Industrials.

Legal possibilities of federal railroad incorporation /

"From the Yale law journal, January, 1917."

Brotherhood of Locomotive Engineers, an unincorporated Association [et al] appellants, vs. Chicago and North Western Railway Company, a corporation, appellee: appeal from the United States District Court for the Southern District of Iowa. Record.

At head of title: United States Court of Appeals for the Eighth Circuit. No. 17,098. Civil.

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.

Sport and the law implications for the nonprofit corporation

Sports associations constitute a large portion of the nonprofit sector. The past 15 years have witnessed substantial changes in the overall legal environment in which they operate. This paper will examine selected aspects of those changes with a view to identifying considerations which may be relevant to the way in which nonprofit corporations in sport ought to be regulated

The empire goes to war : News Corporation and Iraq

The three main contributors to the war on Iraq in March 2003 (the United States, United Kingdom and Australia) are also the three most significant countries in which Rupert Murdoch's News Corporation operates. This article examines the degree of editorial conformity (or otherwise) that existed across the news media of News Corporation in six months leading to the invasion. It compares the framing of the arguments for war and finds significant similarities across the three countries, especially in the output of columnists and commentators employed by News Corporation. While generally pro-war, however, News Corporation outlets also displayed local variations in the caution or stridency of their editorial pitch as well as the degree of toleration for debate. The extent and significance of these variations are used in the article to argue for the development of a more complex political economy model in the study of private news media bias.

Service condition of railroad corridors around the insulated rail joints

Railroad corridors contain large number of Insulated Rail Joints (IRJs) that act as safety critical elements in the circuitries of the signaling and broken rail identification systems. IRJs are regarded as sources of excitation for the passage of loaded wheels leading to high impact forces; these forces in turn cause dips, cross levels and twists to the railroad geometry in close proximity to the sections containing the IRJs in addition to the local damages to the railhead of the IRJs. Therefore, a systematic monitoring of the IRJs in railroad is prudent to mitigate potential risk of their sudden failure (e.g., broken tie plates) under the traffic. This paper presents a simple method of periodic recording of images using time-lapse photography and total station surveying measurements to understand the ongoing deterioration of the IRJs and their surroundings. Over a 500 day period, data were collected to examine the trends in narrowing of the joint gap due to plastic deformation the railhead edges and the dips, cross levels and twists caused to the railroad geometry due to the settlement of ties (sleepers) around the IRJs. The results reflect that the average progressive settlement beneath the IRJs is larger than that under the continuously welded rail, which leads to excessive deviation of railroad profile, cross levels and twists.