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BRIDGE DESIGN & RATING REPORTS TECHNICAL ADVISORY GROUP (RTAG) Amjad Waheed, PE 2014 RADBUG Presentation Traverse City, Michigan August 13, 2014.

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Presentation on theme: "BRIDGE DESIGN & RATING REPORTS TECHNICAL ADVISORY GROUP (RTAG) Amjad Waheed, PE 2014 RADBUG Presentation Traverse City, Michigan August 13, 2014."— Presentation transcript:

1 BRIDGE DESIGN & RATING REPORTS TECHNICAL ADVISORY GROUP (RTAG) Amjad Waheed, PE 2014 RADBUG Presentation Traverse City, Michigan August 13, 2014

2 PURPOSE/GOAL Produce reports/results in AASHTOWare Bridge Design and Rating Programs to satisfy Users’ needs

3 RTAG MEMBERS 1BeckieCurtis Michigan DOT 2CindyWang Ohio DOT 3ArthurD’Andrea Louisiana DOT 4ToddThompson South Dakota DOT 5PaulCampisi New York State DOT 6JeffOlsen Montana DOT 7AmjadWaheed Ohio DOT

4 RTAG UPDATE (SINCE RADBUG 2013)  Report submitted to BrDR TF in November 2013  Report has 25 recommendation to improve the reports  TF asked the contractor to review the recommendations and prepare estimates  The Baker (contractor) submitted their responses and estimates (some) to the TF in June 2014

5 1.Naming convention for the reports be made standardized & meaningful. 2.Provide a list of all reports with short introduction in the help menu. 3.Provide option to include the name of the rater and the date of report generated in the report header. RTAG Recommendations

6 4.Show Bridge ID/Bridge Alternate/Structure ID/Structure Alternate in the report header 5.Control Options & default values used in the analysis should be shown & labeled accordingly in the reports 6.Create a summary report of load ratings of all current and existing “Bridge Alternates.” 7.1-2 pages concise rating summary report.

7 8.A comprehensive report to re-create a bridge data file without going through bridge plans. 9.The reports generated in the BrDR programs should display which elements of the bridge had been checked 10.List dead loads in separate columns (e.g., DC & DW should be in separate columns).

8 11.List deflections due to parts of dead and live loads separately 12.List live load alone and L+I load moments and shears separately. List impact factor on all reports that include impact of the live load 13.Live load forces should be clearly labeled if they are distributed or not distributed.

9 14.Provide a list of report parts at one place to create a la carte reports (“smart reports”). Provide a report tab listing all the reports. 15.Provide separate Spec Check Reports of passed and failed checks. Hyperlinks are good & recommended. 16.Provide all essential cross-section properties at critical points

10 17.Summarize moments/shear/axial forces for various components 18.Option to upload a logo file (jpg/png/gif) in the report header 19.Enhance truss reports 20.Give option to generate output reports in the PDF format at member and bridge levels 21.Some headers and other formatting of the XML reports are needed to be revised

11 22.Include wind data in Substructure Design output report 23.Include eccentricity with the girder reactions in the Substructure 24.Provide moment, shear and axial force tables for all members of the culvert analyzed 25.Detailed/comprehensive reports at BE level. Modify the Bridge Rating Results report at BE level to include location of controlling rating factors & limit state.

12  Estimated  Recommended for Modernization  Scope Required CONTRACTOR RECOMMENDATIONS 3 CATEGORIES

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17 RTAG UPDATE  Modernization Meeting in Baker’s Office, Pittsburgh, PA, from July 29-31, 2014 Brainstorming of the modernization ideas Review of the Enhancement Bucket Lists Review of the User Interface  All Report Enhancements will be rolled into the Modernization

18 Amjad Waheed, PE Bridge Rating and Bridge Management Ohio Department of Transportation, CO 1980 W. Broad St., Columbus, OH 43223 Email: awaheed@dot.state.oh.usawaheed@dot.state.oh.us Phone: 614-752-9972


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