... 2005 AASHTO BRIDGE COMMITTEE AGENDA ITEM: 40 (REVISION 2)SUBJECT: LRFD Bridge Design Specifications: Section 10 ReplacementTECHNICAL COMMITTEE: ... explain this.ANTICIPATED EFFECT ON BRIDGES:Changes to the resistance factors could make foundation designs more or less conservative, which could affect theoverall bridge design. However, the changes ... ofdisplacement that should be used will depend on the structure geometry, for example, column height, bridge seatwidth, etc., as a “one size fits all” approach does not work. Furthermore, movement...