Cambridge High-Level Bridge.

Progress, Volume III, Issue 4, 1 February 1908, Page 119

Cambridge High-Level Bridge.

The recently completed high-level steel arch bridge over the Waikato river at Cambridge, of which illustrations are here given,

unsupported, the intermediate or shallow stringer being supported at midpanel length by intercostal, or secondary, floor beams attached to the deep stringers. The floor system bears on plate girder floor

braces, each of two-rolled channel section laced apart. The intersection of these members with the chords is covered with gusset plates, forming rigidly connected riveted joints. The shore ends of the 42 ft. approach