Chicago : Engineering and Contracting Pub. Co. · leaf 581
t wastaken care of by three lines of horizontal con-crete struts extending from the south side ofPier No. 3 to, and beyond, Piers Nos. 1 and2, to a firm rock resistance. They were sun-ported on piles driven at 10-ft. intervals. Al-though the ground was sufficiently firm tocarry them, it was thought… … Fig. 2—Center for 190-ft. Arch, Almendares River Bridge. span of 190 ft., having a rise of 32 ft. (i insThe small arches are separated from eachother by piers 15 ft. wide, and the large archis separated from the adjacent small one bya pier 34 ft. wide, all measured at the spring-ing lines. The ends…
Buildings
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