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Comparative design of a viaduct (1912)

Carter, Roy Rudy · leaf 106

An illustration from Comparative design of a viaduct, 1912, leaf 106
ation are to be according to Specifications in use inthe city of Chicago. Expansion joints one inch wide will be placed alongthe curb, and three-eights inch transverse joints every twenty-five feet. These joints are to filled with an asphaltic mastic.The finished surface is to be covered with a… … 6 form - Water Inlet. . vs. To r>ro/a /n p/Cr. Weep holes, F/9 31 ■ 5tc>r™ **er m/ef- and „eep hotes. 40 water i3 allowed to escape from the surface at intakes one-hundred feet apart. The gutter will have a slope of two inchesfrom the center of each span to the intakes at the piers.Fig. 31…

Bridges · Viaducts · Theses

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