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2013 Design Rating User Group Presentation Virginia Beach, Virginia August 8, 2013
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Produce reports/results in AASHTOWare Bridge Design and Rating Programs to satisfy Users’ needs
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1BeckieCurtisMichigan DOT 2CindyWangOhio DOT 3ArthurD’AndreaLouisiana DOT 4ToddThompsonSouth Dakota DOT 5PaulCampisiNew York State DOT 6JeffOlsenMontana DOT 7AmjadWaheedOhio DOT
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RTAG BrDR Users BrDR RTAG Members Enhancem ent List Baker Corporation Support of Task Force
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Have the recommendations passed through TF Proposed Start of Implementation in FY 2014 Plan
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Produce standardized reports to meet users’ demands Get feedback from the users Evaluate BETA TAG Enhancement requests Evaluate reports currently available in Design and Rating
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IncidentBenefitsDisposition 2711Both Bridge ID, Bridge Alternate, Structure ID, Structure Alternate, Member ID and Member Alternate shall be entered on all reports. A summary report for all current and existing members shall be generated. 3205Opis One comprehensive report that contains input and output shall be created. Opis shall keep the last analysis results but as soon as an input value is changed, it should either indicate that the input has changed or previous analysis results are deleted. 5797OpisSubAdd tabular report navigation 5830OpisSubInclude Wind data in the report input section
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IncidentBenefitsDisposition 6269OpisSub Include girder reactions eccentricity in live load reaction output 7471OpisGenerate flexure and shear analysis summary for RC members 7976Virtis Include columns that state single lane, multilane, without impact and with full impact forces 8120Opis Include forces at field splice locations for splice design; capacity and design ratios for steel; vertical and interface shear; longitudinal reinforcement at tenth points and at points of section change 8204VirtisGenerate LRFR report and add in the drop down menu
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IncidentBenefitsDisposition 8443Opis In the RC slab report display deflection up to 4 decimal points everywhere; provide deflection due to sacrificial wearing surface separate; no BRASS related enhancements; separate dead load forces and deflections 8513OpisDead loads on Superload shall be calculated in the report 8894Both Need control to sort our reports by bridge ID, year or bridge name 10481BothGenerate analysis results in tabular form 11050Virtis Controlling member be added in the rating results from Bridge Explorer along with material type, girder type, impact factor and controlling point location. User shall be able to select the columns to be shown
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IncidentBenefitsDisposition 11219Virtis Generate an LFD report for Girder-Floor beam-Stringers; option to ignore spec checks at certain locations for rating purpose; It will leave a note that the spec. check has been over-ruled at this location by the user ABC. 11232Both Create a single file that contains input as well as output for QA/QC purpose. 11815VirtisReport DC & DW separately 11995Both For culverts, summaries moments, shears and axial loads for various members 12559OpisProvide a Service I line to LRFD output graph screen
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1. Analysis Results window (for printing only) a) Rating Results Summary b) Dead Load Actions c) Live Load Actions d) LFD Critical Loads e) LRFD Critical Loads f) Steel Limit State Summary g) Concrete Limit State Summary * List provided by Baker Corp.
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2. Report Tool a) Bridge Explorer Report (XML or Crystal Report) b) BWS Report (XML or Crystal Report) c) LFD Analysis Output (XML) d) LRFD Analysis Output (XML) e) LRFR Analysis Output (XML) * List provided by Baker Corp.
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3. Spec-Check Report for spec articles (XML) * List provided by Baker Corp.
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4. Engine Output (Analysis Output window) a. AASHTO Truss Engine I. Dead Load Analysis (XML) II. Live Load Analysis (XML) III. Live Load Analysis Impact (TXT) IV. Member Section Property Report (XML) V. Rating Results Report (XML) * List provided by Baker Corp.
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4. Engine Output (Analysis Output window) a. AASHTO Truss Engine VI. Panel Point Maximum Forces Report (XML) VII. Panel Point Concurrent Forces Report (XML) * List provided by Baker Corp.
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4. Engine Output (Analysis Output window) b. AASHTO Engine i. Dead Load Analysis (XML) ii. Live Load Analysis (XML) iii. Spec Check Results (XML) iv. Beam Capacity Report (XML) v. Service II Stress Ranges (XML) vi. Fatigue Stress Ranges (XML) * List provided by Baker Corp.
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4. Engine Output (Analysis Output window) c. AASHTO Culvert Detail and Summary Outputs (TXT) * List provided by Baker Corp.
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1. Bridge ID/Bridge Alternate/Structure ID/Structure Alternate in the header 2. PDF version of reports 3. Create a summary of load ratings of all current and existing “Bridge Alternates” 4. Create a comprehensive report of all bridge inputs and outputs to recreate a bridge data file from the report
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5. A report to echo all the input parameters comprehensive enough to re-create a bridge data file (Enhance BWS Report) 6. List dead loads in separate columns (e.g., DC & DW) 7. Make detailed reports available at Bridge Explorer level too 8. Provide a list of report parts at one place to create a la carte reports (“smart reports”)
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9. Comprehensive report at Bridge Explorer Level 10. Provide Spec. Check Report 11. Provide all essential cross-section properties at critical points 12. Summarize moments/shear/axial forces for various components 13. Option to upload a logo file (jpg/png/gif) for report headers
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Show only controlling load for LFR
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Marlin-dash
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Clarify if LL DF has been applied or not Give breakdown of Impact forces for Moment and shear
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Br-Rating
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Basic Information about bridge
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General Information about Load rating Br-Rating
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Load Rater’s Information
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Load Rating Summary Load Restriction Recommendations (optional)
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Mississippi DOT
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Started in FY 2013 Work in progressWork in progress Challenges Have recommendations in on timeHave recommendations in on time Have Scope of Enhancements finalizedHave Scope of Enhancements finalized Cost EstimateCost Estimate Competing with other priority items on work planCompeting with other priority items on work plan Mockups for TAGMockups for TAG
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