rms and under the supervi- swiftly moving and heavy raft of timber. Neither of were made and drawn up under the direction of F. D. sion of qualified engineers. As regards the super- these caused any movement of the structure. The Anthony, chief engineer of the New York and Ottawa structure, that… … THE CORNWALL BRIDGE BEFORE THE DISASTER. WRECKAGE OF THE SHORE SPAN AND FALSEWORK. lapse due to inherent weakness has been practically of 35 feet above the water, the total height of the pier and they were approved by the engineers of the eliminated ; and it is only in the substructure, the…
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