PPT-3D Analysis with AASHTOWare Bridge Design and Rating

1 3D Analysis with AASHTOWare Bridge Design and Rating Heres what youll learn in this presentation Review of f inite e lement modeling basics Review of generated model Review of the userinterface for steel multigirder superstructure. Ltd All rights reserved October 2014 New Delhi All reports are owned by BRIDGE TO INDIA and are protected by Indian copyright and international copyrightintellectual property laws under applicable treaties andor conventions The user agrees not to ex Hongning Wang, . Yue. Lu, . ChengXiang. . Zhai. {. wang296,yuelu2,czhai. }@cs.uiuc.edu. Department of Computer Science University of Illinois at Urbana-Champaign Urbana IL, 61801 USA. 1. Kindle 3. iPad. Paul D. Thompson. Purpose. Benefit of . preservation. Value of protective systems. Tradeoff between costs now and costs later. Minimize costs over . the . long term. Basic Ingredients. Deterioration. Presentation by. David L. Rettner, PE. American Engineering Testing, Inc.. Since 2005 Mn/DOT has been collecting bridge construction information. The data is collected using a standardized “Bridge Deck Placement Data Form”. Bridge Rating – Curved Girder Module. Vanessa . Storlie. , E.I.T.. Chad . Clancy, P.E.. Presentation Organization. Background Info. Modeling . Analysis. Results. Conclusions. Background Info. Performed Beta Testing of Curved Girder Module in . Montana Department of Transportation. Helena, MT. Using Templates to Increase Efficiency. Agenda Development. Meetings Consist of:. Task Force Updates. Technical Updates. User Training. State Presentations. Administrative Overview. Bridge Design-Rating User Group Meeting. Virginia Beach, VA. . Bridge Rating Licensees – FY2013. . Bridge Design Licensees – FY2013. FY2012 . Bridge Design-Rating . Revenue. Determining the Exceeding rating level for standards. 1. Changes to the NQF. Determining the Exceeding rating level for standards. 2. Clarifying the benchmark for Exceeding NQS. Exceeding means going above and beyond what is expected at the Meeting level for a standard. Kerrie Harrell, P.E.. District 3 Consultant Project Management Engineer. Pensacola Bay Bridge Replacement Design Build. Design Build Procurement Process. July 2016 – Selection Results:. http://www2.dot.state.fl.us/procurement/ProfessionalServices/advertise/desreslt.shtml#dist3. Josh Beakley. January, 2016. Load Rating of “Bridges”. FHWA requires Load Rating of spans equal to or greater than 20 feet.. Some states require Load Rating of spans equal to or greater than 10 feet.. The Romans frequently built bridges with several small arches on top of one another.. Tools and Equipment. Not all of this is necessary, but all of it is very helpful.. “One only needs two tools in life: WD-40 to make things go, and duct tape to make them stop.”. What is . bridge . load rating? . Purpose of load rating . Who . is qualified?. Load . rating . methods. Live . Loads. What should be load rated?. Reasons for re-load rating. Federal . Code . of . Regulations. thema 3 Second Wuhu Bridge Design Overall The approach bridges (from movement joint to movement joint) Approach Bridge of Second Wuhu Bridge 3 The approach bridges of the Second Wuhu Bridge under con AQUEDUCTS . & CANAL VIADUCTS . THROUGH ARCH. . BRIDGE. TIED ARCH. . BRIDGE. DECK ARCH. . BRIDGE. CORBEL ARCH. . BRIDGE. Here are the different styles of arch bridges:. ARCH. Tension and Compression forces .