Minnesota Department of Transportation Mn/DOTs Gradual Shift from Profile Index to IRI.

Slides:



Advertisements
Similar presentations
Eternal Photoresist Material Industry (Kunshan) Co., Ltd.
Advertisements

Project Certification & Encroachments The SR 305 Experience Project Certification & Encroachments The SR 305 Experience.
Volvo Construction Equipment Road Institute Paving Principles.
PUBLIC WORKS DEPARTMENT MILLS ROAD PAVING MSBU PUBLIC HEARING October 30, 2007 PUBLIC WORKS DEPARTMENT MILLS ROAD PAVING MSBU PUBLIC HEARING October 30,
UGM, June, 2007 Szabolcs Csepregi Markush: Whats new, development discussions.
Chapter 29 Postwar Industry and Agriculture Copyright © 2007 Pearson Addison-Wesley. All rights reserved.
IT Framework in Hungary Pierre L. Siklos WLU & Viessmann Research Centre Waterloo ON CANADA.
The big picture A tough decade has come to an end and there now is an opportunity to strengthen the quality of education.
ON THE MOVE FOR SAFER ROADS IN EUROPE DEALING WITH URBAN INFRASTRUCTURE: THE EXPERIENCE OF THE REGION OF BRUSSELS-CAPITAL 13/10/10 Philippe Barette Engineer-Director.
ED PACE Educational Development for Planning and Conducting Evaluations West Virginia Department of Education.
Presenter Name(s) Issue date National Student.
Mn/DOT Combined Smoothness Specification Operator Certification Training Workshop July 12, 2010.
Why is ride important?. Our customers - the driving public values pavement smoothness very high.
Ride Specification – IRI Update Prepared by Joe Thomas, P.E. 11/1/06 MAAPT 53 rd Annual Asphalt Conference December 6, 2006.
Minnesota Health Care Market Trends and Strategies for Cost Containment Health Care Transformation Task Force July 30, 2007 Julie Sonier Director, Health.
Stewardship Oversight Committee Project Delivery Design & Construction Performance Measures May 2012.
1 Understanding Multiyear Estimates from the American Community Survey.
Robert Herling, Planner Duluth-Superior Metropolitan Interstate Council A Quantitative Assessment Method For System Safety.
ISLA VISTA MASTER PLAN Board of Supervisors Hearing August 21, 2007 A joint effort sponsored by the County of Santa Barbara, the University of California.
AMANDA GREEN TRIPP COLLIER WILL RILEY TAE FREEMAN JASON REIN STEVE LEE WAYNE PENCE TY WARDELL ADVISOR: Dr. J. LEROY HULSEY ADVISOR: WILHELM MUENCH.
1 Preliminary Analysis: First 2000 Survey Respondents Workforce Innovations 2005 Research Showcase Jacob Benus, Project DirectorSheena McConnell, Principal.
EU Market Situation for Eggs and Poultry Management Committee 13 December 2012.
Sonia Morán & Ying Wang. Quantitative or qualitative? Group interview? Dynamics, interaction Shared & individual characteristics What are Focus Groups?
Facts: LD/ADHD Enrolled in 2 or 4 year Colleges Profile of Undergraduates in Postsecondary Education Institutions: (US Department of Education:
LC TMDL Modeling Strategy W. Walker Walk Thru July 2011 Progress Report Data Strengths & Weaknesses Preliminary Testing Results Dynamic vs. Steady State.
Source: Financial Times of London Global Banks 1999 – 2009 “Changing of the Guard”
CAP CAVSARP: Clearwater Facility. CAP (Central Arizona Project) In 1980, Arizona overdraft: 2.5 million acre feet year (afy) groundwater deficit due to.
Name ____________________ Date ___________ Period ____.
Name ____________________ Date ___________ Period ____.
Korkeakoulujen arviointineuvosto — Rådet för utvärdering av högskolorna — The Finnish Higher Education Evaluation Council (FINHEEC) eLearning and Virtual.
ADVANCING HEALTH CARE QUALITY IN 2007 AND BEYOND Margaret E. O’Kane President, NCQA.
Programming In C++ Spring Semester 2013 Lecture 13 Programming In C++, Lecture 13 By Umer Rana.
North Santiam School District State Report Cards
HIMAA Symposium 2008, Canberra 1 Integrating the Healthcare Enterprise Klaus Veil Manager - IHE Connectathon and Interoperability Showcase 2008 Chairman.
A Connected Vehicle-Based Application to Estimate Road Roughness Transportation agencies devote significant resources towards collection of highly detailed.
IRI Smoothness Testing for Quality Assurance and Warranty Construction Alberta Transportation CUPGA November 15 th, 2009 Moncton, NB.
Proposal Note 555 Surface Smoothness for Bridges and Approaches
LLP HMA Pavements Inertial Profiler Prebid Meeting Solano A0104 Oakland, CA September 14, 2012 Peter Vacura Chief, Office of Asphalt Pavement.
Joe White (608) Wayne Chase (608) WisDOT Materials Management Section 1.
From… Maintenance Technical Advisory Guide (MTAG) Chapter 2 Surface Characteristics.
International Roughness Index (IRI) for Construction Acceptance Technical Standards Branch Knowledge Presentations to the CEA February 13 th, 2014 Jim.
Pavement Ride Quality Nicholas Vitillo, Ph. D. Center for Advanced Infrastructure and Transportation.
Intermediate methods in observational epidemiology 2008 Quality Assurance and Quality Control.
Data Collection for Determining Pavement Condition
Moving to International Roughness Index Measured By Inertial Profilers for Acceptance of New Asphalt Construction in Ontario By John A. Blair, Bituminous.
Emmanuel Fernando, Texas A&M Transportation Institute and and Magdy Mikhail, Texas Department of Transportation Texas Department of Transportation Road.
Dependency of Coefficient of Rolling Resistance on Pavement Surface Characteristics Richard Sohaney, The Transtec Group Bernard Izevbekhai, MnDOT 19 September.
The Challenge The intersection of State Highway 13 and County Road 2 in Scott County, Minnesota, was the site of 2 fatal crashes and 50 injury crashes.
RPUG Committee Meeting 3PM to 4PM CST Wednesday, Aug 3, 2011.
Linux vs. Microsoft. Job Description  Computer applications software engineers analyze end users' needs and design, construct, deploy, and maintain general.
4/25/2017 9:25 AM Inertial Profiler Forum Intro to the Inertial Profiler Implementation September 28, 2015 © 2015 California Department of Transportation.
MnDOT Pavement Surface Smoothness Specification 23 rd Annual RPUG Meeting September 29, 2011.
Insert picture(s) here Amy Simpson, Ph.D., P.E. Gonzalo Rada, Ph.D., P.E. Beth Visintine, Ph.D. Jonathan Groeger Rutting as a Performance Indicator.
By Terry Treutel Ride Quality Consultant Former WisDOT Ride Spec Coordinator.
IRI T ESTING IN N ORTH C AROLINA Presented by Christopher Bacchi, PE Vice President, Trimat Materials Testing, Inc. Raleigh, NC.
LECTURE 13 QUALITY ASSURANCE METHOD VALIDATION
NCDOT – “Final Surface Testing” CAPA / NCDOT Asphalt Training Workshop February 21-22, 2012 Raleigh, NC IRI Standard Specification Article
National Highway Institute 4-1 REV-2, JAN 2006 PROFILE INDICES BLOCK 4.
ROAD PROFILING-ROUGHNESS Presentation by Niranjan Santhirasegaram
National Highway Institute 5-1 REV-2, JAN 2006 EQUIPMENT FACTORS AFFECTING INERTIAL PROFILER MEASUREMENTS BLOCK 5.
Best 20 jobs jobs sites.
1 Detailed EM&V Approach for each of BGE’s Proposed Conservation Programs January 10, 2008.
Micro-milling The Economics A Rehabilitative Strategy for Savings Presented By: Sheila Hines Georgia Department of Transportation.
Transitioning to IRI for Pavement Smoothness
Collecting & Displaying Data
Drawing Trigonometric Graphs.
Shifting, Reflecting, and Stretching Graphs
Intermediate methods in observational epidemiology 2008
Graphing Motion Unit 8 AC.
Presentation transcript:

Minnesota Department of Transportation Mn/DOTs Gradual Shift from Profile Index to IRI

Chronology of Shift to IRI 1999: Participated in FHWAs Lightweight Profiler Study, hosting various vendors at MnRoad site Overall, LWP devices involved in study demonstrated moderate repeatability and poor reproducibility

Chronology of Shift to IRI 2001: Purchased Ames Lightweight Profiler and ARRB Walking Profiler Began performing random Quality Assurance on projects with ride incentive determined from 0.2 blanking band Profile Index

Mn/DOTs Lightweight Profiler

Chronology of Shift to IRI 2002: Initiated Profile Index Smoothness Measuring Device Program in spring During QA on job sites, experienced problems replicating contractors 0.2 blanking band Profile Index values

Empirical Data: Projects with 0.2 blanking band PI value of 0.0 possessed IRI values ranging from roughly in/mi Projects with 0.2 blanking band PI value of 1.0 possessed IRI values ranging from roughly in/mi 0.2 Blanking Band PI vs. IRI

Chronology of Shift to IRI : Analyzed extensive certification and construction data, finding a very weak correlation between 0.0 and 0.2 blanking band Profile Index results

Chronology of Shift to IRI 2005: Let 13 additional bituminous IRI pilot construction projects 2004: Let three bituminous IRI pilot construction projects

Chronology of Shift to IRI 2006: Let three concrete IRI pilot projects (results pending) Switched to IRI exclusively on bituminous construction projects Began using Pathways High Speed Profiler for Quality Assurance purposes

Mn/DOTs High Speed Profiler

Bituminous Ride Incentive Equations

Incentive per 528-Foot Segment Bituminous Ride Incentive Equations

Bituminous IRI % Improvement Table

Incentive/disincentive calculated for each 528-foot segment Payment is based on right wheel path IRI values (9 feet from left stripe) IRI data collected by contractor with certified profiler Bump/dips established with profilograph Ride Incentive Information

2007: Will use IRI exclusively to determine ride incentive for all construction projects Chronology of Shift to IRI

Any Questions?