2015 Pavement Test Track Conference

Slides:

Advertisements

Similar presentations

Kenneth Ray Hobson, P.E. – Bituminous Engineer

Advertisements

Oklahoma DOT Perpetual Pavement Test Sections at the NCAT Test Track

Oklahomas Test Section at NCAT Track AMAP 12 th Annual Conference Western Crown Center Hotel Kansas City, MO February 16, 2011 Kenneth Ray Hobson, P.E.

Long-Life Pavements Concepts and Lab Testing

Karl Zipf DelDOT February 2014

Advanced Asphalt Technologies, LLC “Engineering Services for the Asphalt Industry” WHRP Project Effect of Recovered Binders from Recycled Shingles.

1 Preserving Municipality Roadways Federal = 3% State = 20% Local = 77% 94% of paved roads have an Asphalt surface FHWA Source: Stephen R. Mueller,

HMA Design (Surface) The surface course is the layer in contact with traffic loads and normally contains the highest quality materials. It provides characteristics.

Binder Characterizations for High Tire Pressure Project 04/26/2012 Injun Song Injun Song, Ph.D., P. E. SRA International, Inc. Federal Aviation Administration.

Update on VDOT’s Asphalt Research Activities 2014 VDOT Asphalt Seminars February & March,

2014 AAPA Conference March 11-12, 2014 Curtis Vincent, P.E. Construction Engineer Lyndi Davis Blackburn, P.E. Assistant Materials and Tests Engineer Specification.

Imad Al-Qadi, University of Illinois at Urbana-Champaign Enad Mahmoud, Bradley University

Advanced Asphalt Technologies, LLC “Engineering Services for the Asphalt Industry” WHRP Project HMA Fatigue and Low Temperature Properties to.

Michigan Department of Transportation Perpetual Pavement Rep. Rick Olson’s 2012 Best Practices Conference on Road and Bridge Maintenance Curtis Bleech.

Pavement Design CE 453 Lecture 28.

Pavement Performance Specifications Research.

Bituminous Street Recertification Initiatives. Initiative Items n Stone Matrix Asphalt (SMA) n Longitudinal Joint Spec and other methods for longitudinal.

AAPTP UPDATE March AAPTP Background Program began 2004 Cooperative Agreement Auburn University Contractor Projects are awarded as subcontract.

New Technologies Land on Airport Pavements Rocky Mountain Asphalt Conference February 18-20, 2009.

TRB AFK10 Committee on General Issues in Asphalt Technology Update on NCAT Test Track and Other Research Results April 24-26, 2006.

Planning for the 2012 Research Cycle National Center for Asphalt Technology.

Session 3-6 HMA Overlays.

“GENERAL ISSUES IN ASPHALT TECHNOLOGY” 2006 Meeting of TRB Committee AFK10 RENAISSANCE AIRPORT HOTEL PHILADELPHIA, PENNSYLVANIA APRIL , 2006.

Presented to: 32 nd Annual Airport Conference – Hershey, PA By: Jeff Gagnon, P.E. Manager AJP-6312 Date: March 4, 2009 Federal Aviation Administration.

Overview of the New Hot Mix Specifications Dale A. Rand, P.E. TxDOT Construction Division Flexible Pavements Branch TRB AFK10 Committee Meeting April 20-21,

Research Findings from the NCAT Test Track APAI Winter Conference Indianapolis, December 14, 2010.

Micro-surfacing SRF Consulting Group, Inc. SemMaterials

Accelerated loading test results of two NCAT sections with highly modified asphalt Erik J. Scholten – Kraton Innovation Center Amsterdam David H. Timm.

AFK10 April 21, Structural Study at the NCAT Test Track R. Buzz Powell Dr. David Timm.

Use of Hamburg Loaded Wheel Track in Specifications & Research December 9-10, 2014 – Kenneth Ray Hobson, P.E. Havener Center, Campus of Missouri S&T 57.

Using Reflective Crack Interlayer-

Chip Seal Best Practices by: Larry Galehouse, P.E., P.S., Director National Center for Pavement Preservation.

Asphalt Technology Course

At Auburn University National Center for Asphalt Technology Accelerated Pavement Testing Facilities “APT”

PROJECT SELECTION RIGHT TOOLS, RIGHT TIME, RIGHT PROJECT Presented by Joe Ririe, PE PAVEMENT ENGINEERING INC. September 9, 2015.

Design Methods Flexible, Rigid & Composite CBR Method Asphalt Institute method National Crushed Stone Association Design Method California Method AASHTO.

Alabama Asphalt Pavement Association

Florida APT Update.

European Asphalt Pavement Warranties Scan

Pavement Preservation Techniques Used in Virginia

NCAT Pavement Test Track

Thin Hot Mix Asphalt Overlays PennDOT Research Findings

Haritha Musty and Mustaque Hossain Kansas State University MATERIALS

Update from FHWA Emulsion Task Force

Evaluation of Cracking Resistance and Durability of 100% Reclaimed Asphalt Pavement Mixtures Hesham Ali, PhD, PE. Mojtaba M. Afzali.

Barriers to Implementation of In-Place Recycling

Research Implementation WHRP Flexible Group

TxDOT Implementation Project Darren Hazlett, Jerry Peterson

Presenters: Sumon Roy1 and Badrul Ahsan1

ALDOT Pavement Preservation Policy

Structural Design of Highway

Rebecca McDaniel KDOT/KAPA Fall Forum November 5, 2014

Panel discussion Date.

2018 Pavement Workshop May 23-24, 2018

PAVEMENTS CEE 320 Steve Muench.

Introduction to Pavement Design

2018 Pavement Workshop May 23-24, 2018

MnROAD/NCAT Partnership

Considerations FOR more durable hma pavements

Highly Modified Binder Yield Performance Gains for I-40 Project

Dr. Randy West, P.E. Director / Research Professor

Performance Graded Specifications for Emulsified Asphalt

NCAT Pavement Test Track

AASHTOWare Pavement-ME Design Software: Materials Library

Materials and Tests Engineer

Field Performance of Foaming Warm Mix Asphalt Pavement

Pavement Structural Analysis

Superpave5 Superpave Design at Five Percent Air Voids

NCAT Pavement Test Track

Rethinking PP Timing Strategies

Presentation transcript:

2015 Pavement Test Track Conference Oklahoma Report By Kenneth Ray Hobson, P.E. March 4, 2015 Auburn, AL

Outline Review of Projects Findings/Implementation Future Work

Review of Projects - Costs 2000 - $621,158 2003 - $450,000 2006 - $900,000 2009 - $1,200,000 2012 - $1,020,000 2015 - $1,020,000?

Review of Projects - Research 2000 Compare Hveem Type B vs. ½" NMS Superpave Compare Skid Resistance 30% vs. 40% Insoluble Residue TRZ vs. ARZ

Review of Projects - Research 2003 Continue Traffic Traffic to 20 MESALs Total 2 Years More Aging

Review Projects - Research 2006 Compare Perpetual Designs On simulated Okla. Soil Base SMA surface and RBL 10" vs. 14" N8 vs. N9

Review Projects - Research 2009 Continue Traffic N9 (14") Perpetual Mill/Replace 5.5" N8 (10") + 2 Fabrics to Retard Cracking Group Experiment Participant

Review Projects - Research 2012 Continue Traffic N9(14") Perpetual Continue Traffic N8(10") HPM Rehabilitation Preservation Group Experiment Participant New OGFSC on E1 Two NT Tack Coat Types and Rates

2000 Findings/Implementation Superpave (S13) Performed Similar to Hveem (S12) Higher Insoluble Residue = Better Skid Resistance TRZ (S12) vs. ARZ (S13) Performed Similarly

2000 Findings/Implementation

2000 Findings/Implementation

2003 Findings/Implementation Same As 2000 Hveem and Superpave Performance Similar APA Adopted by ODOT

2006 Findings/Implementation N8's 10" design was not perpetual Bottom-up cracking N9's 14" design was perpetual Designed and Built SH-152 near Airport

2009 Findings/Implementation N8's fabrics retarded cracking for a bit Significant failure at 3.4 MESALs Geogrid repair failed at 3.6 MESALs HPM design successful RIL designed 2012 HPM Design & Constructed I-40 Caddo Co. PG 76E-28 (HPM) 1st MSCR Binder

2009 Findings/Implementation

2012 Findings/Implementation N8 (10") repaired due to longitudinal joint 16.4 MESALs with cracking at end N9 (14") a bit more wheel path surface cracks E1 OGFSC performed well Use High Friction OGFSC on N9 2015

2012 Findings/Implementation APA R2 = 0.70 Hamburg R2 = 0.75 Hamburg Adopted 2009

2012 Findings/Implementation N8 May 11, 2011

2012 Findings/Implementation E1 Tack Coats

Future Work - 2015 N9 E1 Fill Cracks 100' Micro-Mill 100' Overlay High Friction OGFSC E1 Fill Longitudinal Joint Continue Traffic Experiment

Future Work - 2015 Sponsor 2nd Cycle of Traffic for Preservation Group Experiment Sponsor New Cracking Group Experiment The Undiscovered Country

I hope this was fascinating. LLAP khobson@odot.org – (405) 522-4986

Acronyms P.E. – Professional Engineer AL – Alabama TRZ – Through Restricted Zone ARZ – Above Restricted Zone MESALs – Million Equivalent Single Axle Loads SMA – Stone Matrix Asphalt

Acronyms RBL – Rich Bottom Layer RIL – Rich Intermediate Layer HPM – High Polymer Mixture OGFSC – Open Graded Friction Surface Course NT – Non-Tracking or Nearly Trackless

Acronyms APA – Asphalt Pavement Analyzer ODOT – Oklahoma Department of Transportation MSCR – Multiple Stress Creep Recovery (AASHTO M 332) NMS – Nominal Maximum Size LLAP – Live Long and Prosper