Bridge and Structures Design Manual
or pounds for foundations Section 4.2.2.3, 4.2.2.4, 4.2.2.5 - Added maximum factored resistances and stresses for all pile types Section 4.2.3.4 - Restricted use of spirals in caisson; limited ties to maximum size of #6; Stated seismic detailing at fixity is not required in caissons Section 4.4.1.2.1 - …
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