Kansas DOT Research Project Implementation Presented By Rick Kreider (Chief of Research) Created By Susan Barker (T 2 Engineer)

Slides:



Advertisements
Similar presentations
Change Order Missouri Local Programs How to Complete a Change Order & Get it Approved.
Advertisements

Actions and Retrofit of Post Earthquake-Damaged Bridges
Project Scheduling for Load Testing Bridges for ENCE 667 Course Project Spring 2001 Justin Myers.
D2 Roadway Discussion Sound Transit Board September 22, 2011.
SOUTHEAST PBES/ABC REGIONAL PEER EXCHANGE ARKANSAS STATE HIGHWAY & TRANSPORTATION DEPARTMENT FEBRUARY 26,
“You Could Learn a Lot About Guardrail From a Dummy…
LANE CLOSURE CHARTS CHART DEVELOPMENT AND DELAY DAMAGES (District 3) OBJECTIVE To become familiar with the lane closure chart development process.
Reconstruction of the Eads Bridge Highway Deck
ROADWAY SAFETY IMPROVEMENT (RSI) ROAD SAFETY AUDITS & AUDIT REVIEWS CLIFF REUER TRAFFIC & SAFETY ENGINEER SDDOT OFFICE OF PROJECT DEVELOPMENT
1 SDDOT SAFETY PROGRAM. 2 Who Am I ??? CLIFF REUER TRAFFIC & SAFETY ENIGNEER SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION OFFICE OF PROJECT DEVELOPMENT
Spring INTRODUCTION There exists a lot of methods used for identifying high risk locations or sites that experience more crashes than one would.
Fiber-Reinforced Polymer (FRP) Composite Bridge Decking Project Team Award - $460,305 BridgeComposites, LLC Integrated Materials and Applied Computing,
Detailed Design Kenneth M. Anderson Lecture 21
FLOOR Meeting 7 Study Program: S0673 / Building Construction II Period: 2007.
Application of GIS to Bridge Health Monitoring Presented in partial fulfillment of the requirements for CVEN 689 Presented by : Mohammed Safi Uddin Adil.
FRP Reinforcement of Concrete
Fiber-Reinforced Polymer (FRP)
COLUMNS. COLUMNS Introduction According to ACI Code 2.1, a structural element with a ratio of height-to least lateral dimension exceeding three used.
1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-401 Reinforced Concrete Design-II.
Office of Highway Safety Bridge Load Rating Dan Walsh.
Public Information Meeting Rehabilitation of Bridge No Flat Rock Hill Road over I-95 Old Lyme, Connecticut Rehabilitation of Bridge No Flat.
Work Zone Safety Awareness. What is a Work Zone?  Work Zone is a term applied specifically to highway and road construction sites involving federal government.
Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.
Determining Innovative Contracting Methods to Reduce User Costs Stuart Thompson Utah Technology Transfer Center.
Moving Research into Practice.  Implementation is the routine use of a SHRP 2 product by users in their regular way of doing business.  Users can include.
AASHTO Subcommittee on Rail Transportation Sept. 18, 2012 Kevin Chesnik.
Spaghetti Bridges The Pasta Sensations! Take a look at some designs…….
Preparatory Seminar for STL Examination By Dr. James Lau, BBS JP.
Interstate 435 and Front Street Interchange Improvements This presentation will probably involve audience discussion, which will create action items. Use.
“ROUNDABOUTS FIRST” POLICY IN NEW YORK STATE What is it and how did it get developed?
The American Recovery and Reinvestment Act of 2009 (ARRA) Federal Highway Administration Wisconsin Division January, 2010 Jason P. Spilak, PE, ARRA Engineer.
KsDOT Sweet Sixteen Presenter: Rick Kreider, Chief KsDOT, Bureau of Research Researcher: University of Kansas Funding: KTRAN Project.
Center for Risk Management of Engineering Systems University of Virginia, Charlottesville 26 Schedule.
Vision Statement Sharing in the responsibility to help eliminate trauma from the road network and reduce the risks of using land transport.
Reinforced Concrete Design
University of Maryland Department of Civil & Environmental Engineering By G.L. Chang, M.L. Franz, Y. Liu, Y. Lu & R. Tao BACKGROUND SYSTEM DESIGN DATA.
FOOTINGS. FOOTINGS Introduction Footings are structural elements that transmit column or wall loads to the underlying soil below the structure. Footings.
PennDOT’s Study of NCHRP Research Results Implementation TRB State Representatives & AASHTO National RAC Meetings July 27, Michael Bonini Transportation.
Programming in Java Unit 3. Learning outcome:  LO2:Be able to design Java solutions  LO3:Be able to implement Java solutions Assessment criteria: 
Robot Highway Safety Markers algorithm focuses on the sporadic task model, which puts only a lower bound on the time separation interval between the release.
“Get in, do it right, get out, and stay out.”
Bridge Safety Initiative: Slab Bridge Load Rating using AASHTO Methodology and Finite Element Analysis AASHTO RAC/TRB 2011 Summer Meeting Prepared by Dale.
Data Palooza Workshop May 9, 2013 Rabinder Bains, FHWA – Office of Policy and Government Affairs.
Working Smart for the Customer’s Benefit Pam Hutton AASHTO SHRP2 Implementation Manager June 11, 2013.
Chapter 10 Architectural Design. Objectives After reading the chapter and reviewing the materials presented the students will be able to: Distinguish.
Center for Risk Management of Engineering Systems University of Virginia, Charlottesville 101 Wyoming DOT Place guardrail when there is a fill slope of.
MIS Gap Analysis “Make technology work for you”. Assumptions All training participants are from banks that have a memorandum of agreement for microfinance.
Autonomous Inspection Unit Seaham Quarry Site Contact: Richard Tomkins - Quarry Manager Phone:
Utah Research Benefits Value of Research Taskforce July 29, 2015 Cameron Kergaye Utah Department of Transportation.
Utah Driver Education and Training Strategies for Managing Risk with Vehicle and Highway Designs Part I Source: FHWA.
1 Ian Skinner Crash information Systems Integrating geographical and statistical analysis for maximum benefit.
Introduction and Preliminaries D Nagesh Kumar, IISc Water Resources Planning and Management: M4L1 Dynamic Programming and Applications.
Road Safety Audits Road School, 2011 Rick Drumm, P.E. Safety Engineer Federal Highway Administration.
District VI, Florida Department of Transportation SE 2 nd Avenue and SE 4 th Street/Biscayne Boulevard Way March 25 th, 2014 Bicycle/Pedestrian Advisory.
PORT OF TACOMA. Contract Increase & Award Pier 7 Structural Repairs Request authorization to expand the scope of existing A/E Contract No and.
Proposal of a material model for FRP confined, circular, short concrete columns Concrete Solutions 2014 S. Käseberg Belfast, September 01 – 03, 2014 Proposal.
Design Project #1 Replacement of Vehicle Bridge over Spring Creek Centre County, PA Introduction to Engineering Design EDGSN 100 Section 002 G4 Design.
DESIGN OF AIRPORT TERMINAL AND CONTROL TOWER
Body Cameras and In-car Camera Update February 2, 2016.
MASH implementation Welcome April 2016 SCOHTS Meeting.
Bridge Pile Foundation Evaluation for a Soil Remediation Project
Evaluation and Re-Design Haifa and Yafa Streets.
Replacement of Vechicle Bridge over Spring Creek Centre County, PA
Ohio’s Research Initiative for Locals
Materials Innovation Hub Challenge Martin Richardson
WisTMP 2.0 Update Andy Heidtke, PE Statewide Work Zone Design Engineer
Replacement of Vehicle Bridge over Spring Creek
BUILDING CONSTRUCTION Foundation
Fiber Reinforced Polymer Systems
Staunton District’s Experience with Fiber Reinforced Polymer Systems
Presentation transcript:

Kansas DOT Research Project Implementation Presented By Rick Kreider (Chief of Research) Created By Susan Barker (T 2 Engineer)

All Research Results are Implemented! Implementation Plans are executed on all contracted Research that has published results with the exception of Pooled Fund Projects. The Thesis you started out with may not be Implemented but the RESULTS of the Research Project are Implemented. The Results may indicate that the project should not be Executed again, but you are Implementing the Results of the Research Project by not doing the proposed project.

EXAMPLE 1: Research to look at installing signs to turn on your hazard lights during pilot car operation in a construction Zone. Results showed that using Hazard Lights made no difference in safety in the construction zone. The results of the Research Project indicated that this action had no benefit and should not be done. Benefit/Cost for implementation was figured on the cost of installing the signs on construction projects over a three-year period. Thus a savings (benefit) was received by implementing the results of the Research without implementing the project idea.

Implementation is formally considered at each stage of project development A Research Implementation Plan (RIP) is completed for each published Research Report. RIP is prepared by the Project Monitor with assistance from the KDOT Technology Transfer Engineer Before the Tech Transfer Engineer walked the Project Monitors through the RIP paper work, very few were completed. (30-minute Meeting!)

Suggested Benefit Categories

How Benefit info is Used Reported to the Research Program Council (Management at KDOT, Local FHWA, Kansas Association of Counties, KU and KSU Engineering Deans. Current program Benefit/Cost Ratio for Projects Implemented is 16.2:1 with 58 % of the Projects Implemented. (When the program first started-1989, it was common practice to say that a lot of Research projects were not Implemented when the results of the project did not find a cost benefit. Now we look at Implementing the results of the Research not necessarily the thesis of the project.)

EXAMPLE 2: Fiber Reinforced Polymer Confinement of Square and Slightly Rectangular Concrete Columns Originally Confined with Steel Ties

Project Result A computer model was developed to estimate the combined behavior of the two confinement systems, steel ties and Fiber-Reinforced Polymer (FRP) wraps on Bridge Columns.

Benefits! (Structural Engineer Lingo) For existing bridges where geometric changes to the roadway below would require adherence to AASHTO extreme event loading strengthen or protection of the bridge pier. Analysis: The ability to analyze a column beyond the design capacity to the ultimate strength does not exist in any currently available software. To do so would require extensive knowledge of available research; and the engineering ability to link complex theories to the structure being considered. Otherwise the Engineer of Record would be required to build non-linear finite element analysis models to determine the existing capacity and added capacity for the FRP column strengthening. The above requirements are significant limit the available design consultant choices; the cost and amount of hours required would be significant. Design: The current approach to the problem stated above is to protect the bridge pier from the TL-5 loading. This requires an independent crashworthy 52” F-Shaped barrier to be constructed in front of the pier. Below are some of issues associated with this solution.

Benefits! (Structural Engineer Lingo…continued) Existing guard fence replacement. A new guard fence would be design, detailed and constructed. Foundation and the barrier would be designed, detailed and constructed. This may involve shoulder reconstruction. Traffic control would be required for this approach. In many instances there is not enough room to construct the barrier in these cases a crash wall would have to be constructed between the columns. Safety: A barrier protection system reduces the clear zone distance and reduces the safety of the traveling public. The construction of a protection system may require traffic control potentially reducing the safety of the traveling public during construction.

Benefits! (Simple Terms) Strengthening an existing Bridge Column and accounting for its structural benefits with this software reduces public safety concerns and greatly reduces design and construction concerns.

Benefit Calculations (Three Year) Estimated possible costs without this research and software: Three bridges/yr effected. Consultant fee for Analysis/Design/Detailing plus Field Construction and Inspection of Traffic Control/Construction without the effects of user costs = $100,000. (conservative) Cost/Injury (see attached crash cost) = $288,000/injury assuming only one person in the vehicle is injured.

Benefit Calculations (Three Year) Benefits over a three-year period: (3 bridges/yr X $100, accident/yr X $288,000) X 3 yrs = $1,764,000 NOTE: Within KS, a peer review is conducted on all calculations exceeding $1M. This project started out as $2.8M benefit.

Thank You!