Scientific American Supplement, No. 613, October 1, 1887 by Various
page 84 of 148 (56%)
page 84 of 148 (56%)
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rock-faced masonry. The footing courses are stepped out liberally, so
as to present an unusually large bottom surface. They rest on beds of concrete 4 feet thick. The foundation pits are about 50 feet below the top of the bluffs, and are in a material common to the Cleveland plateau, a mixture of blue sand and clay, with some water. The estimated load of masonry on the earth at the bottom of the concrete is one and seven tenths tons to the square foot. Two of the large abutments were completed last season. They show an average settlement of three eighths of an inch since the lower footing courses were laid. The facts and figures here given regarding the viaduct were kindly furnished by the city civil engineer, C.G. Force, who has the work in charge.--_Jour. Asso. of Eng. Societies._ * * * * * For sticking paper to zinc, use starch paste with which a little Venice turpentine has been incorporated, or else use a dilute solution of white gelatine or isinglass. * * * * * CENTRIFUGAL PUMPS AT MARE ISLAND NAVY YARD, CALIFORNIA.[1] [Footnote 1: Built by the Southwark Foundry and Machine Company, of Philadelphia.] |
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