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Transactions of the American Society of Civil Engineers, vol. LXX, Dec. 1910 Tests of Creosoted Timber, Paper No. 1168   By: (1871-1945)

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In this volume of Transactions of the American Society of Civil Engineers, W. B. Gregory presents a comprehensive and detailed examination of the effectiveness of creosote treatment on timber. Through a series of tests and experiments, Gregory delves into the various properties of creosoted timber and its durability over time.

The paper is well-organized and easy to follow, with clear explanations and thorough analyses of the test results. Gregory's attention to detail is evident in his methodology and presentation of data, making it a valuable resource for engineers and researchers in the field.

Overall, Tests of Creosoted Timber is a valuable contribution to the study of timber preservation and serves as a reliable reference for those interested in the quality and longevity of creosoted timber products. Gregory's expertise and thorough approach make this paper a must-read for anyone involved in the construction and engineering industries.

First Page:

[Transcriber's Note:

1. Mathematical power (superscript) is rendered using a carat (^).

2. Superscript text is rendered using an underscore ( ).]

AMERICAN SOCIETY OF CIVIL ENGINEERS

INSTITUTED 1852

TRANSACTIONS

Paper No. 1168

TESTS OF CREOSOTED TIMBER.

BY W. B. GREGORY, M. AM. SOC. C. E.

During the last few years a quantity of literature has appeared in which the treatment of timber by preservatives has been discussed. The properties of timber, both treated and untreated, have been determined by the Forest Service, United States Department of Agriculture, and through its researches valuable knowledge has come to engineers who have to deal with the design of wooden structures. There is very little information, however, regarding the effect of time on creosoted timber, and for this reason the results given herewith may prove of interest.

The material tested consisted of southern pine stringers having a cross section approximately 6 by 16 in. and a length of 30 ft. For the purpose of testing, each beam was cut into two parts, each about 15 ft. long. This material had been in use in a trestle of a railroad near New Orleans for 26 years. The stringers were chosen at random to determine the general condition of the trestle. The timber had been exposed to the weather and subjected to heavy train service from the time it was treated until it was tested... Continue reading book >>


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