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BGS Version 8.1, the initial release of BGS (June 2007), was developed from TxDOT Roadway Design System (RDS) Version 8.0 by removing all non-bridge related RDS commands. The result of these changes to RDS is BGS, a "scaled down" implementation of TxDOT RDS that focuses on bridge geometrics. BGS v8.1.7.2 was deployed in November of 2011 as a technical release to address OS issues with v8.1.7 (i.e. 8.1) released June 2007.BGS, Version 9.1 includes a large number of fixes to bugs reported since the release of BGS Version 8.1 as well as enhancements to address user's concerns, including reducing system limitations on numbers such as the number of diaphragm lines that could be defined. Such limitation existed since long before the release of RDS Version 8.0. For a complete listing of the changes made to BGS Version 8.1 to yield BGS Version 9.1, see the Release Notes for BGS Version 9.1 installed with the software. This software product was developed by TxDOT for the use of TxDOT engineers and consultants and is maintained by the Texas Department of Transportation.
CULV5 is an analysis tool for concrete box culverts. The program determines the forces acting on each of the different members of the culvert using the direct stiffness method. The user provides input data for loading conditions, structure geometry, and member sizes. The program outputs the member forces for use in either a working stress design or a load factor design in accordance with the AASHTO Standard Specifications for Highway Bridges, 17th Ed. for highway loadings, and AREMA 2006 in the case of E72 and E80 loadings.
PSTRS14 Version 6.1, incorporates enhancements and modifications versus v5.2, including:consideration of End Distance, Transfer Length, and Beam Length that were ignored in all prior versions of PSTRS14;
updating provisions of the AASHTO LRFD BDS (thru the 12th Edition);
implementing the new loss method proposed in Research Project 0-6374, "Effects of New Prestress Loss Predictions on TxDOT Bridges";
bug fixes to the v5.1 implementation of the complex AASHTO LRFD loss of prestress methodology, that was introduced in the 4th Edition (2007) and remains the AASHTO method beyond the 6th Edition; and
implementation of an Optional Life Cycle Camber Report allowing PSTRS14 users to get a report on estimated time dependent camber history based on critical stages in the life of the beam/bridge, including at end of service life.
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