Transcription of SECTION 4 - FOUNDATIONS
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SECTION 4 - FOUNDATIONS
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. Such methods are based on soil and rock parameters VICE LOAD DESIGN or, alternatively, with reference measured directly or inferred from the results of in situ to load factors, and factored strength as provided in and/or laboratory tests. STRENGTH DESIGN. Overall Stability FOUNDATION TYPE AND.
BRIDGE DESIGN SPECIFICATIONS • NOVEMBER 2003 SECTION 4 - FOUNDATIONS Part A General Requirements and Materials 4.1 GENERAL Foundations shall be designed to support all live and dead loads, and earth and water pressure loadings in
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