Chicago : Engineering and Contracting Pub. Co. · leaf 626
untered in the erection, the cantilever por-ion of the work being a much more rapidiperation than erection on falsework. The design and construction of the trestlepproaches contained no unusual features, ex-ept that a single anchor bolt was used tonchor the columns. This bolt was 2% ins.… … Fig. 4—Sketch of Anchorage Between Arches, Showing Methods of Adjustment. C. A. P. Turner, consulting bridge engineerto the railway compan-- designed the struc-ture. The American Bridge Co. fabricatedthe metal, which weighed a little over 5,000tons. The superstructure was erected by theKelly…
Buildings
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