Data for use in designing culverts and short-span bridges (1913)
Moorefield, Charles H. (Charles Henry), 1883-, United States. Bureau of Public Roads · Washington : U.S. Dept. of Agriculture, Office of Public Roads : G.P.O. · leaf 41
s of economy. The conditions which TYPICAL DETAILS. 29 affect the cost are much the same as those outlined under the sectionon end and wing walls. Where the superstructure is to be of the T-beam type, however,the massiveness of the plain abutment enables it to furnish a morestable anchorage for the… … Fig. -Typical section for a reinforced-concrete abutment vrall. The data given beioY\- for use in designing reinforced abutments have, therefore, been made appliessup ers true tur e. >le for use only with the slab REINFORCED CONCRETE. In figure 3 the thickness of the abutment wall is shown to be…
Culverts Design · Bridges Design and construction
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