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LRFD Substructure Example 2 2-Column Pier on Drilled ...

LRFD Substructure Example 2 2-Column Pier on Drilled Shafts 1 Substructure Example 2-Column Pier On Drilled Shafts This Example illustrates the design of a two column pier with circular columns supported on individual Drilled shafts. The bridge has spans of 118 feet and 130 feet with zero skew. Standard ADOT 42-inch f-shape barriers will be used resulting in a bridge configuration of 1 -7 barrier, 12 -0 outside shoulder, two 12 -0 lanes, a 6 -0 inside shoulder and a 1 -7 barrier. The overall out-to-out width of the bridge is 45 -2 . A plan view and typical section of the bridge are shown in Figures 1 and 2. The typical pier section is shown in Figure 3.

This example illustrates the design of a two column pier with circular columns supported on individual drilled shafts. The bridge has spans of 118 feet and 130 feet with zero skew. Standard ADOT 42-inch f-shape barriers will be used resulting in a bridge configuration of 1’-7” barrier, 12’-0” outside shoulder,

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