Transcription of SECTION 4 - FOUNDATIONS - California …
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SECTION 4 - FOUNDATIONS - California …
BRIDGE DESIGN SPECIFICATIONS NOVEMBER 2003. SECTION 4 - FOUNDATIONS . Part A. measured by in situ and/or laboratory tests. The bearing General Requirements and Materials capacity may also be determined using load tests. GENERAL Settlement FOUNDATIONS shall be designed to support all live and The settlement of FOUNDATIONS may be determined dead loads, and earth and water pressure loadings in using procedures described in Articles , , or for accordance with the general principles specified in this service load design and Articles , , or for SECTION . The design shall be made either with reference to strength design, or other generally acepted methodolo . service loads and allowable stresses as provided in SER- gies.
As a minimum, the subsurface exploration and testing programs shall define the following, where applicable: • Soil strata – Depth, thickness, and variability
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