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Calibration of Resistance Factors for Drilled Shafts for the New FHWA Design Method : Research Project Capsule

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    Research project capsule.
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  • Abstract:
    The Federal Highway Administration (FHWA) and American Association of State ; Highway and Transportation Offi cials (AASHTO) require that all federally funded ; bridges including substructures be designed using the load and resistance ; factor design (LRFD) method after October 1, 2007. In compliance with this ; mandate, the Louisiana Transportation Research Center (LTRC) completed a ; research project to calibrate the resistance factors for driven piles and drilled ; shafts based on load tests available in engineering archives of the Louisiana ; Department of Transportation and Development (LADOTD). In this calibration, ; the FHWA (1999) design method recommended by AASHTO (2007) was used for ; drilled shaft design. Through searching the LADOTD load test database, only 16 ; cases of drilled shaft load tests were available at that time, among which only ; 11 tests were able to be used for the calibration. This number of load tests was ; not suffi cient to perform calibration of resistance factors for LRFD. Therefore, ; another 15 drilled shaft tests, with subsurface soil conditions closer to Louisiana ; soils, were collected from Mississippi to supplement the Louisiana load test ; database for statistical reliability analysis. A resistance factor of Φ = 0.5 was ; recommended for the drilled shaft design in Louisiana.
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    urn:sha-512:e2bc669257568846fb5544bbdaa768cb44509d423af3f6d917b83194f78d761664ce8a215011ec82adaf8d3cc84be85c529e565ef3e3121d52dae036169c350c
File Language:
English
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