Typical Dynamic Modulus Data for HMA Mixture and EMC SQUARED Stabilized Aggregate Mixture
|
|
- Isabella Sharp
- 6 years ago
- Views:
Transcription
1 Dynamic modulus is the main input required for design of Hot Mix Asphalt (HMA) pavements using the nationally recognized AASHTO Mechanistic-Emperical Pavement Design Guide (MEPDG). HMA pavement materials are viscoelastic in nature and their dynamic modulus values vary dramatically in response to changes in loading rate and temperature. For example, HMA materials exhibit much lower modulus values (significant strength loss) as pavement temperatures increase. In contrast, dynamic modulus testing shows that Stabilized Aggregate materials retain a relatively consistent dynamic modulus (consistent strength) through the full range of loading rates and temperature changes, indicating elastic rather than viscoelastic behavior. Cold-mixed Stabilized Aggregate materials have the further advantage of gaining strength with additional curing time. Typical Dynamic Modulus Data for HMA Mixture and Stabilized Aggregate Mixture Stronger K 2K Average Dynamic Modulus for All Temperatures after 2 Hours 29 psi 29 ksi Average Dynamic Modulus for All Temperatures after 68 Hours 45,000 psi 45 ksi 30 F F Hotter 28.4 F Results after 24 Hours of curing Results after 2 Hours of curing Results after 68 Hours of curing The above chart references data from a report by Peter Sebaaly, Ph.D., P.E. University of Nevada, Reno, Director of the Western Regional Superpave Center. The original charts are provided on the following pages of this document. SOIL STABILIZATION PRODUCTS COMPANY, INC.
2 Figure The viscoelastic 5. Stabilized behavior Aggregate of Hot Mix Sample Asphalt in (HMA) Dynamic pavement Modulus materials testing is Set-up. again illustrated in the two Figures below, as the modulus of the HMA material drops from a strength of over,000 psi when evaluated at a temperature 0. just below freezing to a modulus value of less 0 than psi when tested under slow loading conditions at a temperature of 30 O F. For the purpose Frequency, of pavement Hz design using the AASHTO (MEPDG) method, the variations in Dynamic the behavior Modulus of a Set-Up Applied Stress & Measured Strain 28.4 F viscoelastic pavement material related to various F combinations of 30 F loading frequency and temperature are presented as a Dynamic Modulus (E*) Master Curve. Figure. Dynamic Modulus of Stabilized Aggregate Cured for 24 hrs at 40 o F. Typical Dynamic Modulus Data for HMA Stress Mixture Figure F Dynamic 0 Modulus Frequency, E* Hz F 30 F 0 Figure 6. Dynamic Modulus of Stabilized Aggregate Cured for 2 hrs at 28.4 F F 30 F 04 o F. Dynamic Modulus E* Master Curve for HMA Typical Mixture *ksi = psi E* Master Curve Figure 8. Typical Dynamic Modulus Data for HMA Mixture. Dynamic Modulus E* at 0 F, ksi 0 Strain time shift = φ = sin(ωt) 0. 0.E-06.E-05.E-04.E-03.E-02 Frequency,.E-0.E+00 Hz.E+0.E+02.E+03.E+04.E+05 Figure F F 30 F The above Figure figures 6. are Dynamic from 4 F a report by Modulus Peter Sebaaly, of Ph.D., EMC P.E. University SQUARED of Nevada, F Stabilized 30 F Aggregate Cured Predicted for E* 2 hrs at 04 o Reno, Director of the Western Regional Superpave Center. SOIL STABILIZATION PRODUCTS COMPANY, INC. F. Ph: (800) Figure or (209) , *ksi 4. Components Fax: (209) , = psi of the Dynamic info@sspco.com Modulus Test and a Typical E* Master Curve for a HMA The SSPCo Globe and are registered trademarks mix. of Soil Stabilization Products Company, Inc. = sin(ωt-φ) Figure 5. Stabilized Aggregate Sample in Dynamic Modulus testing Set-up. COMPARISON OF TYPICAL DYNAMIC MODULUS
3 Figure 5. Stabilized Aggregate Sample in Dynamic Modulus testing Set-up. Dynamic Modulus of Stabilized Aggregate Cured for O F Figure F F 30 F 28.4 F F 30 F Figure 6. Dynamic Modulus of Stabilized Aggregate Cured for 2 hrs at Figure 350. Dynamic Modulus of 04 o F. Stabilized Aggregate Cured for 24 hrs at *ksi = psi 40 o F. Dynamic Modulus, E* (ksi) Figure 0 Frequency (Hz) The above figures are from a report by Peter Sebaaly, Ph.D., P.E. University of Nevada, Reno, Director of the Western Regional Superpave Center. Figure 9. Dynamic 0. Modulus Property of EMC SQUARED Stabilized Aggregate 0 Cured for 2 hrs SOIL STABILIZATION PRODUCTS COMPANY, INC. at 04 o F F F 30 F
4 Figure Figure 5. Stabilized 5. Stabilized Aggregate Sample in in Dynamic Modulus testing Set-up. Dynamic Modulus of Stabilized Aggregate Cured for 2 04 O F Figure Figure 5. Stabilized Aggregate Sample Frequency, in Dynamic Hz Modulus 0 testing Set-up. Hz 28.4 F F 30 F Figure 28.4 F 6. Dynamic Modulus of Stabilized Aggregate F Cured for 30 F 2 hrs at Figure Dynamic Modulus of 04 o F. Stabilized Aggregate Cured for 2 hrs at *ksi = psi 04 o F. *ksi = 300 psi Dynamic Modulus, E* (ksi) Figure F F 30 F The above Figure figures are Dynamic from a report by Modulus Peter Sebaaly, Property of Ph.D., EMC P.E. University of of Nevada, Reno, SQUARED Stabilized Director of the Aggregate Western Regional Cured Superpave for Center. for 2 2 hrs hrs at SOIL STABILIZATION PRODUCTS COMPANY, INC. at 04 o F. *ksi = psi F Frequency, 5 Hz 0 25 Frequency (Hz) F 30 F
5 Figure 5. Stabilized Aggregate Sample in Dynamic Modulus testing Set-up. Dynamic Figure Modulus 6. Dynamic of EMC 0.0 Modulus SQUARED of Stabilized Stabilized Aggregate Aggregate Cured for Cured 68 for Hours 2 at F O F F 0 30 F Figure. Dynamic Modulus of Frequency, Stabilized Hz Aggregate Cured for 68 hrs at Figure 28.4 F 04 o F. F 30 F Figure 6. Dynamic Modulus of EMC SQUARED Stabilized F Aggregate Cured 30 F for 2 hrs at Figure Dynamic Modulus of o F. Stabilized Aggregate Cured for 68 hrs at *ksi = psi 04 o F. Figure 2 Dynamic Modulus, E* (ksi) Dynamic Modulus, E* (ksi) 250 F 30 F F F Frequency (Hz) The above figures are from a report by Peter Sebaaly, Ph.D., P.E. University of Nevada, Reno, Director of the Western Regional Superpave Center. SOIL STABILIZATION Figure 2. Dynamic PRODUCTS Modulus Property COMPANY, of EMC INC. SQUARED Stabilized Aggregate Cured for hrs at 04 o F Soil Stabilization Products Company, Inc. - All 5Rights Reserved 0 25
6 Repeated COMPARISON Load Triaxial Set-Up OF TYPICAL Loading DYNAMIC and Response MODULUS The Typical Deformation Curve for HMA Mix and the Permanent Deformation Characteristics of the Stabilized Aggregate, as shown below, are developed from the results of Repeated Load Triaxial (RLT) testing. RLT testing measures the resistance of a material to rutting and permanent deformation. In comparison to the HMA Mix, the Stabilized Aggregate Mix showed only 0.% permanent axial strain. The report on the testing indicates that the deformation characteristics of the stabilized aggregate are expected to remain constant at all temperatures used in the related Dynamic Modulus testing and that the stabilized aggregate is not anticipated to generate any permanent deformation under a wide range of loading conditions. Typical Permanent Deformation Curve for HMA Mix 3.0% 2.5% Permanent Axial Strain 2.0%.5%.0% 0.5% Figure 4 0.0% 0,500 3,000 4,500 6,000,500 9,000 0,500 2,000 Load Cycles Figure 5. Stabilized Aggregate Sample in Repeated Load Triaxial testing Set-up. Permanent Deformation Figure Characteristics 4. Components of the of the EMC Repeated SQUARED Load Triaxial Stabilized Test and Aggregate a Typical Cured Permanent for 2 04 O F Deformation Curve for a HMA Mix. Figure 6 Permanent Axial Srain at 04 F (Microstrain),000 0 Figure 6. Permanent Deformation Characteristics of the Stabilized Aggregate SOIL STABILIZATION PRODUCTS COMPANY, Cured for INC. 2 hrs at 04 o F ,000 Loading Cycles The above figures are from a report by Peter Sebaaly, Ph.D., P.E. University of Nevada, Reno, Director of the Western Regional Superpave Center.
7 Evaluation of Stabilized Aggregate in Pavements/Materials Laboratory The laboratory evaluation under the direction of Dr. Sebaaly included both Dynamic Modulus (E*) and Repeated Load Triaxial (RLT) testing, the state of the art test methods for evaluating Hot Mix Asphalt (HMA) materials and providing input for AASHTO MEPDG pavement designs. Stabilized Aggregate materials exhibit flexible, or elastic behavior, and modulus values most similar to HMA materials. Consequently, those test methods are equally appropriate for evaluation of these stabilized aggregate materials and for pavement design purposes. The study found that the Dynamic Modulus property of the stabilized aggregate after one week of curing was in the range of 450,000 to 500,000 psi and that it was a very stable material that could be expected to resist permanent deformation very effectively and without excessive stiffening and risk of shrinkage cracking. The combination of the elastic behavior of the stabilized aggregate material with its good level of long-term modulus makes it an appropriate choice for pavements serving heavy loads at slower speeds (worst case conditions) as well as for pavements subjected to standard loading conditions. Unlike HMA materials, which are weakened by increasing temperatures and slower loading conditions due to their highly viscoelastic nature, the study found that changes in loading frequency and temperature, from below freezing to 30 O F temperature, had minimal impact on the modulus of the Stabilized Aggregate, and that the Stabilized Aggregate can therefore be represented by an average constant Dynamic Modulus property of 45,000 psi (versus the Master Curve required for HMA). The resistance of the Stabilized Aggregate material to permanent deformation was evaluated in RLT testing with a finding that under a wide range of loading conditions no permanent deformation is anticipated. Furthermore, even in the worst case conditions for a flexible pavement layer, which are slow moving loads in hot environments, the behavior of the stabilized aggregate makes it a good candidate for pavements loaded under such severe conditions. As an example of a severe service application, it should be noted that the EMC SQUARED Stabilized Aggregate materials for this laboratory evaluation were sampled during the construction of military heavy haul road projects designed by the U.S. Army Corps of Engineers (USACE). This high-strength stabilized aggregate material was plant-mixed and placed by asphalt paving machines as a surface course, or running surface, to be used by convoys of military battle tanks and other tracked military equipment as well as heavy haul trucks weighing over 20 tons when fully loaded. The Stabilizer product, manufactured by Soil Stabilization Products Company, Inc. (SSPCo), was specified by USACE for stabilization of subgrade soils as well as stabilization of aggregate surface course materials for over miles of heavy haul road construction projects. Of additional interest, the stabilization of subgrade soils eliminated the need to manufacture and transport over million tons of crushed aggregate subbase material that otherwise would have been required for these projects. The engineering evaluation of the stabilized aggregate materials was conducted under the direction of Peter Sebaaly, Ph.D., P.E., Director of the Western Regional Superpave Center, one of five centers established by the Federal Highway Administration (FHWA) to support the implementation of the Superpave Technology for hot mix asphalt materials. Dr. Sebaaly is also the Director of the Nevada Technology Transfer Center (funded by FHWA and Nevada DOT), and Professor of Civil Engineering in the Civil and Environmental Engineering Department at University of Nevada Reno where the Pavement/Materials Program and materials testing laboratory are located. SOIL STABILIZATION PRODUCTS COMPANY, INC.
8 Dynamic Dynamic Modulus Modulus Setup Set-Up COMPARISON OF TYPICAL DYNAMIC MODULUS Dynamic Modulus Set-Up Applied Stress & Measured Strain Applied Applied Stress Stress and & Measured Strain Stress = sin(ωt) Stress = sin(ωt) Strain time shift = φ Strain time shift = φ = sin(ωt-φ) = sin(ωt-φ) Repeated Load Triaxial Set-Up Loading and Response Repeated Load Triaxial Setup Loading and Response Repeated Load Triaxial Set-Up 0 Dynamic Modulus E* Loading and Response 0 Dynamic Modulus E* 0 Dynamic Modulus E* at 0 F, ksi 0 Dynamic Modulus E* at 0 F, ksi Typical E* Master Curve Typical E* Master Curve 0 SOIL STABILIZATION PRODUCTS COMPANY, INC. 3.0% Soil Stabilization Products.E-06Company,.E-05.E-04.E-06.E-03.E-05.E-02.E-04.E-0.E+00.E-03.E+0.E-02.E+02.E-0.E+03.E+00.E+04.E+0.E+05.E+02.E+03.E+04.E % Inc. (SSPCo) is entering our fourth decade as the leading edge stabilization product technology company, setting the standard for economic improvement of soil, aggregate and recycled pavement materials in construction applications. 2.5% SSPCo has pioneered the implementation of green products in the highway industry. We have 2.5% proven that clean technology 4 F can provide 4 F far more sophisticated, F effective 30 F and environmentally F Predicted 30 F appropriate E* answers Predicted than E* bulk application of asphalt, 2.0% cement, fly ash and lime products. As former general engineering contractors and suppliers of aggregate and pavement Figure materials, 4. Components SSPCo s Figure of 4. the staff 2.0% Components Dynamic are conversant Modulus of the with Test Dynamic the and engineers a Modulus Typical who E* Test specify Master and our a Curve Typical products, for E* a HMA the Master installing Curve contractors, for a HMA and the quality control personnel responsible for monitoring mix. the essential engineering.5% mix. controls during construction processes. Our industry background and technical.5% support services are essential to the success of a product technology that is reliant upon construction processes that must be conducted according to rigorous engineering quality controls. The cost-savings and performance advantages.0% of the System are contingent upon thorough preliminary engineering reviews, competent.0% designs and specifications, and proper installation. Contact us for assistance on your next design or construction project. 6 6 Permanent Axial Strain 0.5% Permanent Axial Strain 0.5% 0
Typical Dynamic Modulus Data for HMA Mixture and EMC SQUARED Stabilized Aggregate Mixture
Dynamic modulus is the main input required for design of Hot Mix Asphalt (HMA) pavements using the nationally recognized AASHTO Mechanistic-Emperical Pavement Design Guide (MEPDG). HMA pavement materials
More informationMAJOR COST SAVINGS HIGH STRENGTH BIG GREEN BENEFITS
Sustainable Road Construction Product Technology Advanced Stabilization Technology MAJOR COST SAVINGS HIGH STRENGTH BIG GREEN BENEFITS U.S. Army Corps of Engineers Specify Advanced Stabilization Technology
More informationEMC SQUARED System. Advanced Stabilization Technology
System Advanced Stabilization Technology Improvement of the Engineering Properties of Aggregate Materials, Recycled Pavement Aggregate, Granular, Cohesive and Highly Expansive Clay Soils SH-161 30 40 635
More informationUniversity of Nevada Reno; EZ-lime Report
May 22, 2008 University of Nevada Reno; EZ-lime Report This report summarizes the evaluation of the HMA mixtures that include E-Z lime from the Tucson, Arizona project. The laboratory experiment consisted
More informationPerformance of Recycled Rubber Modified Binders in Warm Mix Asphalt Mixtures
Performance of Recycled Rubber Modified Binders in Warm Mix Asphalt Mixtures P. E. Sebaaly 1 E. Y. Hajj 1 E. Hitti 2 1 Pavements/Materials Program, Dept of Civ. & Env. Engineering MS257, University of
More informationL A S V E G A S N E V A D A
P R O J E C T R E V I E W S P R I N G S P R E S E R V E L A S V E G A S N E V A D A STABILIZED BASE STABILIZED SUBGRADE The Springs Preserve, located west of The Strip in Las Vegas, Nevada, is a 180 acre
More informationEffect of Crumb Rubber Particle Size and Content On The Low Temperature Rheological Properties of Binders
Effect of Crumb Rubber Particle Size and Content On The Low Temperature Rheological Properties of Binders Authors: Venu T. Gopal 1 Peter E. Sebaaly 2 Jon Epps 3 A Paper Submitted for Publication Transportation
More informationCOMPARISON OF TWO FDR ROAD PROJECTS USING EMC SQUARED STABILIZER WITH A MILL AND OVERLAY PROJECT Mescalero Apache Reservation
COMPARISON OF TWO FDR ROAD PROJECTS USING EMC SQUARED STABILIZER WITH A MILL AND OVERLAY PROJECT Mescalero Apache Reservation Beginning in the Fall of 2010, the first of three road reconstruction projects
More informationPerformance Characteristics of Liquid and Lime-Treated Asphalt Mixtures
Performance Characteristics of Liquid and Lime-Treated Asphalt Mixtures P. Sebaaly & E. Hajj Department of Civil& Env. Engineering,University of Nevada, Reno, Nevada, USA ABSTRACT: An extensive laboratory
More informationEVALUATING THE IMPACT OF LIME ON PAVEMENT PERFORMANCE
EVALUATING THE IMPACT OF LIME ON PAVEMENT PERFORMANCE NATIONAL LIME ASSOCIATION Suite 800 200 N. Glebe Rd Arlington, VA 22203 www.lime.org 703 243-5463 Final Report June 9, 20 UNIVERSITY OF NEVADA RENO
More informationPERFORMANCE OF COLD IN PLACE RECYCLING IN NEVADA
PERFORMANCE OF COLD IN PLACE RECYCLING IN NEVADA Peter E. Sebaaly Gabriel Bazi Edgard Hitti Dean Weitzel Sohila Bemanian Transportation Research Board Annual Meeting Washington DC. January 11-15, 2004
More informationMaterials for Civil and Construction Engineers
Materials for Civil and Construction Engineers CHAPTER 9 Asphalt Binders and Asphalt Mixtures Bituminous Materials Asphalt Natural or Refined from petroleum oil Tar Asphalt Cement Cutback Emulsion 2 Source
More informationMECHANICAL PROPERTIES OF MIXTURES CONTAINING RAP
MECHANICAL PROPERTIES OF MIXTURES CONTAINING RAP ISAP Working Group WG2: Meeting on Cold Recycling of RAP Elie Y. Hajj, Ph.D. Assistant Professor University of Nevada, Reno United States Fortaleza, Brazil
More informationFindings in WMA Project (SD ) Session C, Technical Session I
Findings in WMA Project (SD2008-03) Session C, Technical Session I Elie Y. Hajj, Ph.D. Assistant Professor Western Regional Superpave Center Department of Civil and Env. Engineering University of Nevada,
More informationAsphalt Performance Testing
Asphalt Performance Testing National Asphalt Pavement Association 56 th Annual Meeting February 2011 Peter J. Stephanos, P.E. Director, Office of Pavement Technology Federal Highway Administration 1 Why
More informationImpact of Subgrade Strength on HMA Section Thickness
Impact of Subgrade Strength on HMA Section Thickness Purdue Road School William R. Vavrik, Ph.D., P.E. 07 Mar 18 Bill Vavrik 1 Questions we will attempt to cover History of pavement design Pavement ME
More informationUse of High Contents of Reclaimed Asphalt (RAP) in Hot Mix Asphalt (HMA) Pavements
Use of High Contents of Reclaimed Asphalt (RAP) in Hot Mix Asphalt (HMA) Pavements Presenters: Sumon Roy 1 and Badrul Ahsan 1 Faculty Mentor: Zahid Hossain 2, Ph.D., P.E. 1 Graduate Teaching/Research Assistant
More informationSUDAS Revision Submittal Form
SUDAS Revision Submittal Form Status Date: As of 3/20/2017 Topic: Pavement thickness Manual: Design Manual Location: Section 5F-1 Requested Revision: Reason for Revision: Comments: See attached. Updating
More informationNational Cooperative Highway Research Program
National Cooperative Highway Research Program NCHRP SUPERPAVE RESEARCH Since 1993, NCHRP has funded 14 research projects intended to facilitate adoption of the Superpave method, enhance its features, or
More informationLong Life Pavement Fundamentals
Long Life Pavement Fundamentals Dr. David Timm, PE North Dakota Asphalt Conference Bismarck, ND - April 10-11-2018 Global Roadway Infrastructure Nearly 40 million miles of roads on Earth (2013) Enough
More informationSUDAS Revision Submittal Form
SUDAS Revision Submittal Form Status Date: As of 3/15/2018 Topic: Pavement thickness Manual: Design Manual Location: Section 5F-1 Requested Revision: Reason for Revision: Comments: See attached. Updating
More informationINTERSTATE 40 FREEWAY
11 YEAR U P D A T E 2 0 1 1 40 INTERSTATE 40 FREEWAY SOIL STABILIZATION EXTENDS SERVICE LIFE EMC SQUARED System Outperforms Lime Treatment The EMC SQUARED Treatment extends project Theoretical Design Life
More informationLecture 1. Mechanistic Empirical Pavement Design Guide (MEPDG): Overview MEPDG 1
Lecture 1 Mechanistic Empirical Pavement Design Guide (MEPDG): Overview MEPDG 1 Overview of Lecture Pavement design guides AASHTO Design Guide o History o Philosophy o Key notes o AASHO Road Test 1958
More informationCost-Effective Flexible Pavement Design Using Geogrid Purdue Road School 2017
Cost-Effective Flexible Pavement Design Using Geogrid Purdue Road School 2017 Joe Heintz, P.E. jheintz@tensarcorp.com Tensar International Corporation March 7, 2017 Fixing America s Surface Transportation
More informationDesign Criteria and Testing for Cold In-Place Recycling. Todd Thomas Technical Services Engineer Colas Solutions, Inc.
Design Criteria and Testing for Cold In-Place Recycling Todd Thomas Technical Services Engineer Colas Solutions, Inc. August 29, 2012 Presentation Topics CIR description Project selection criteria for
More informationSustainable Materials and Design for Alaskan Pavements
Sustainable Materials and Design for Alaskan Pavements Jenny Liu, Ph.D., P.E. University of Alaska Fairbanks November 18, 2016 UAA Professional Development Seminar Outline Background Sustainable materials
More informationU.S. National Overview Cold-In Place- Recycling. Laramie, Wyoming 18 th July 2013
U.S. National Overview Cold-In Place- Recycling Laramie, Wyoming 18 th July 2013 Why recycle? Correct pavement defects Increase structural capacity Geometry Limited elevation rise or limited width Reuse
More informationLayer Coefficient Calibration of Fiber Reinforced Asphalt Concrete Based On Mechanistic Empirical Pavement Design Guide
Layer Coefficient Calibration of Fiber Reinforced Asphalt Concrete Based On Mechanistic Empirical Pavement Design Guide Prepared by B. Shane Underwood, Ph.D. Assistant Professor Waleed Zeiada, Ph.D. Postdoctoral
More informationSHRP2 R21 Composite Pavement Systems Project Overview
SHRP2 R21 Composite Pavement Systems Project Overview Michael I. Darter & Shreenath Rao Applied Research Associates, Inc. 2100 Louisiana Transportation Conference Baton Rouge, LA 10 January 2011 SHRP2
More informationRecycled Base Aggregates in Pavement Applications
Recycled Base Aggregates in Pavement Applications Jeffrey S. Melton, Ph.D. Outreach Director, Recycled Materials Resource Center jeffrey.melton@unh.edu The Big Picture Sustainability Nexus of major issues
More informationUpdate on WMA Lab Foaming Research. Ala R. Abbas, Ph.D. Ayman W. Ali, M.Sc. Department of Civil Engineering The University of Akron
Update on WMA Lab Foaming Research Ala R. Abbas, Ph.D. Ayman W. Ali, M.Sc. Department of Civil Engineering The University of Akron 1 Outline Acknowledgment Background Objectives of the Study Material Description
More informationSuper pave Mix Design (Permanent Deformation of Flexible Pavement)
Mix Design (Permanent Deformation of Flexible Pavement) Suresh Department of Civil Engineering, Satpriya College of Engineering, Rohtak ABSTRACT This paper contains an extensive study on the Super Pave
More informationAdvanced Soil Stabilization Technology Reduces Road Construction Costs
Advanced Soil Stabilization Technology Reduces Road Construction Costs CASE STUDY 5 YEAR UPDATE I am very pleased with the way these two roads are handling the loads. Mountrail County Road Engineer - Jana
More informationPlantmix Asphalt Industry of Kentucky Winter Meeting February 10, 2011
Plantmix Asphalt Industry of Kentucky Winter Meeting February 10, 2011 AASHTO Guidelines for Geometric Design of Very Low-Volume Local Roads (2001) ADT 400 AASHTO Guide for Design of Pavement Structures
More informationDesign Considerations for Perpetual Pavements. Gary L. Fitts, P.E. Sr. Field Engineer Asphalt Institute
Design Considerations for Perpetual Pavements Gary L. Fitts, P.E. Sr. Field Engineer Asphalt Institute Topics How do perpetual pavements differ from other pavement designs? What procedures/tools are available
More informationFHWA s Focus on Environmental Stewardship
FHWA s Focus on Environmental Stewardship 2008 Transportation Research Board Annual Meeting Session 462 January 15, 2008 Peter J. Stephanos, P.E. Director, Office of Pavement Technology Federal Highway
More informationFLEXIBLE PAVEMENT DESIGN WITH RAP MIXTURE
1 1 1 1 1 1 1 0 1 0 1 0 FLEXIBLE PAVEMENT DESIGN WITH RAP MIXTURE Shuvo Islam 1, Ananna Ahmed, and Mustaque Hossain ( 1 Kansas State University, Manhattan, KS, USA, sislam@ksu.edu) ( University of Nebraska,
More informationSUDAS Revision Submittal Form
SUDAS Revision Submittal Form Status Date: As of 5/18/2018 Topic: Pavement thickness design Manual: Design Manual Location: Section 5F-1 Requested Revision: Reason for Revision: Comments: See attached.
More informationImplementation Activities of New MEPDG in Louisiana. Zhongjie Doc Zhang, PhD, PE
Implementation Activities of New MEPDG in Louisiana Zhongjie Doc Zhang, PhD, PE May 12, 2009 Task Force Committee Chaired by the representative of Chief Engineer of LA DOTD Members are from research, material,
More informationA Practical Look at Pennsylvania s Bradford Bypass A Perpetual Pavement State Route 0219, Sections C09 & D09
A Practical Look at Pennsylvania s Bradford Bypass A Perpetual Pavement State Route 0219, Sections C09 & D09 Prepared by - Carlos E. Rosenberger, P.E., Asphalt Institute Thomas J. Zurat, Jr., P.E., Pennsylvania
More informationOFFICE OF MATERIALS & SURFACING DOT. Connecting South Dakota and the Nation. Asphalt Conference. April 6, Rick Rowen. SDDOT Bituminous Engineer
Asphalt Conference April 6, 2016 Rick Rowen SDDOT Bituminous Engineer New highway bill: Fixing America s Surface Transportation act of 2015 (FAST) New State Transportation funding bill in 2015 New Standard
More informationWestern Canada Pavement Workshop February 1, 2011 PAVING MATERIALS. Past, Present and Future. Gerry Huber Heritage Research Group Indianapolis, IN
PAVING MATERIALS Western Canada Pavement Workshop February 1, 2011 Past, Present and Future Gerry Huber Heritage Research Group Indianapolis, IN 1890 E.G. Love Engineering and Building Record Articles
More informationNJ I-295: A Perpetual Pavement Design and Construction Project
NJ I-295: A Perpetual Pavement Design and Construction Project Presented by: Robert Sauber, Executive Director NJ Asphalt Pavement Assoc. Presented to: AMAP 12 th Annual Meeting February 16, 2011 Rt I-295
More informationLimitations of Foamed Warm Mix Asphalt Produced by Water Injection
Limitations of Foamed Warm Mix Asphalt Produced by Water Injection Ala R. Abbas, Ph.D. Associate Professor Department of Civil Engineering The University of Akron 1 Research Team The University of Akron
More informationHow to Select the Appropriate Pavement Rehabilitation Option. David Rettner, PE American Engineering Testing, Inc.
1 How to Select the Appropriate Pavement Rehabilitation Option David Rettner, PE American Engineering Testing, Inc. 2 Pavement Rehabilitation Selection Understanding the Problem 3 Pavement Assessment Pavement
More informationMix Design Issues for. In-Place Recycling Products
CIR Definition Mix Design Issues for Cold in-place recycling (CIR) is the on-site recycling process to a typical treatment depth of 3 to 5 inches, using a train of equipment (tanker trucks, milling machines,
More informationSensitivity of Pavement ME Design Predicted Distresses to Asphalt Materials Inputs
Sensitivity of Pavement ME Design Predicted Distresses to Asphalt Materials Inputs Saman Esfandiarpour Ph.D candidate, Department of Civil Engineering University of Manitoba E3-386 EITC, 15 Gillson Street,
More informationLong-Life and Sustainable Concrete Pavements
Long-Life and Sustainable Concrete Pavements by Mang Tia Professor of Civil Engineering Engineering School of Sustainable Infrastructure and Environment University of Florida Presentation at 3 rd International
More informationLaboratory Testing of Vancouver HMA Mixes Containing Recycled Asphalt Shingles
Laboratory Testing of Vancouver HMA Mixes Containing Recycled Asphalt Shingles Ludomir Uzarowski, Ph.D., P.Eng., Golder Associates Ltd., Whitby, Ontario Hana Prilesky, P.Eng., Golder Associates Ltd., Vancouver,
More informationMechanistic-Climatic Characterization of Foamed Asphalt Stabilized Granular Pavements in Saskatchewan
Mechanistic-Climatic Characterization of Foamed Asphalt Stabilized Granular Pavements in Saskatchewan Curtis Berthelot, Ph.D., P.Eng. Department of Civil and Geological Engineering University of Saskatchewan
More informationReclamation Research at VDOT
Reclamation Research at VDOT Brian Diefenderfer, Ph.D., P.E. Senior Research Scientist PCA FDR Symposium February 10, 2015 3/2/2015 1 Overview Agency methods to begin using FDR Specifications Guidelines
More informationP R O J E C T R E V I E W
P R O J E C T R E V I E W Lands End Coastal Trail ~ San Francisco Golden Gate National Parks Golden Gate National Parks Conservancy Golden Gate National Recreation Area 2009 Soil Stabilization Products
More information2010 Midwestern Pavement Preservation Partnership Conference
2010 Midwestern Pavement Preservation Partnership Conference West Des Moines, Iowa October 27, 2010 Royce Fichtner, P.E. Field Engineer Asphalt Paving Association of Iowa Celebrating 55 Years! Celebrating
More informationRehabilitation Recommendations for FM 97 in Gonzales County
Rehabilitation Recommendations for FM 97 in Gonzales County Technical Memorandum TM-14-04 Prepared for Texas Department of Transportation Maintenance Division Prepared by Texas A&M Transportation Institute
More informationDevelopment and Implementation of the Superpave System in the USA And its Relationship to Pavement Design
Development and Implementation of the Superpave System in the USA And its Relationship to Pavement Design John A. D Angelo D Angelo Consulting, LLC johndangelo@dangeloconsultingllc.com 1 Superpave The
More informationKodippily, S, Holleran, G, Holleran, I, Henning, TFP & Wilson, D 1
Kodippily, S, Holleran, G, Holleran, I, Henning, TFP & Wilson, D 1 1 2 3 4 5 6 7 8 TRANSPORTATION RESEARCH BOARD 93 RD ANNUAL MEETING 2014 Title: Performance of Recycled Asphalt Pavement Mixes Comparing
More informationThis document addresses design and construction practices for asphalt
TECHNICAL BULLETIN CONTENTS Common Wisconsin practice 1 Causes of poor performance 2 WAPA s design proposal 2 Design methodology 3 Design parameters 3 Recommended designs 5 Subdivision Street Design This
More information59 th Annual Meeting. Pavement Design Reminders. Prevent Thermal Cracking. Iowa HIPRO Thin Lifts. WisDOT Binder regions
59 th Annual Meeting Maximizing Pavement Life Considerations for Maximizing Pavement Design Life and Construction Mark D. Blow, P.E. Madison, Wisconsin Nov. 27 th, 2018 Pavement Design Reminders Binder
More informationNew Approach for the Design of High RAP HMA
New Approach for the Design of High RAP HMA Ramon Bonaquist, Ph.D., P.E. Chief Operating Officer Results From Recent Laboratory Efforts Evaluate Plant Produced Mixtures RAP Contents of 25 % or More 5%
More information5/6/2010. Sustainable Pavement Management practices. Perpetual Pavement
Sustainable Pavement Management practices Jim Huddleston, P.E. Executive Director Asphalt Pavement Association of Oregon OIT Civil il Engineering i Professional Lecture Series May 5, 2010 Oregon Institute
More informationOverview and Implementation Issues
Mechanistic-Empirical Pavement Design Guide Overview and Implementation Issues Athar Saeed, Ph.D., P.E. Senior Pavement Engineer October 7, 2004 My Purpose! Status! Overview of ME PDG! Products! Implementation
More information2016 FDR Symposium. Sustainability of FDR and ARRA Resources. Macon, Georgia May 15-16, 2018
2016 FDR Symposium Sustainability of FDR and ARRA Resources Macon, Georgia May 15-16, 2018 Stephen A (Steve) Cross, PhD, PE Technical Director Asphalt Recycling & Reclaiming Association Asphalt Recycling
More informationAirport Pavement Rehabilitation 2015 Minnesota Airports Conference
Airport Pavement Rehabilitation 2015 Minnesota Airports Conference St. Cloud, Minnesota April 16, 2015 David L. Rettner, P. E. American Engineering Testing, Inc. Pavement Life Cycle Routine Maintenance
More informationPerformance of Hydrated Cement Treated Crushed Rock Base as a Road Base Material in Western Australia
Performance of Hydrated Cement Treated Crushed Rock Base as a Road Base Material in Western Australia S. Chummuneerat 1, P. Jitsangiam 2 and H. Nikraz 3 Department of Civil Engineering, Curtin University,
More informationAn Overview of the New AASHTO MEPDG Pavement Design Guide
2011 AZ Pavements / Materials Conference An Overview of the New AASHTO MEPDG Pavement Design Guide 15-16 November 2011 Arizona State University Tempe, Arizona Dr. M.W. Witczak Principal Pavement Consultant
More informationOrigin. Characterization of Stone Matrix Asphalt Mixtures and Comparisons to Hot Mix Asphalt Mixtures. Acknowledgements. SMA in the United States
Characterization of Stone Matrix Asphalt Mixtures and Comparisons to Hot Mix Asphalt Mixtures Brian Pearson Washington State Department of Transportation Origin Europe introduced Stone Mastic Asphalt in
More informationBeneficial Use of Coal Combustion By-products in the Rehabilitation of Failed Asphalt Pavements
Beneficial Use of Coal Combustion By-products in the Rehabilitation of Failed Asphalt Pavements Tarunjit S. Butalia and William E. Wolfe Abstract This study demonstrates the use of Class F fly ash in combination
More informationNCHRP UPDATE. Northeast Asphalt User/Producer Group. Burlington VT 20 October 2005
NCHRP UPDATE Northeast Asphalt User/Producer Group Burlington VT 20 October 2005 1 SIMPLE PERFORMANCE TESTS (SPTs) FOR HMA MIX DESIGN 2 9-19: Superpave Support and Performance Models Management, SPTs for
More information; Slide No. 1
Pavement Design and Materials Research Update Western Regional Superpave Center (WRSC) Pavements/Materials Engineering Program Dept. of Civil & Env. Engineering University of Nevada www.wrsc.unr.edu ;
More informationMaximizing Pavement Life Mark D. Blow, P.E. Asphalt Institute
58 th Annual IAC Maximizing Pavement Life Mark D. Blow, P.E. Asphalt Institute Maximizing Pavement Life Part 1 Considerations for Pavement Design Mark D. Blow P.E. Sr. Regional Engineer Asphalt Institute
More informationReport on the National Aggregate Base Conference
Report on the National Aggregate Base Conference Don Powell, P.E. Vulcan Materials Co. Presented at: AASHTO Subcommittee on Materials Asheville, NC August 5, 2008 Conference Supporters Joint sponsors-
More informationCOLD IN-PLACE RECYCLING (CIR) Starting with what is there i.e. in situ materials
COLD IN-PLACE RECYCLING (CIR) Starting with what is there i.e. in situ materials Definitions: ARRA (Asphalt Recycling/Reclaiming Ass.) Cold In-Place Recycling (CIR) is the on-site recycling process to
More informationTensar. TriAx Geogrid & New Advancements in Onsite Validation of Designs (APLT) Andrew W. Isenhour, PE Mid-Atlantic Regional Manager NC/SC/VA
Tensar TriAx Geogrid & New Advancements in Onsite Validation of Designs (APLT) Andrew W. Isenhour, PE Mid-Atlantic Regional Manager NC/SC/VA Who We Are Tensar Group Overview Tensar Corporation is the parent
More informationAsphalt Mixture Performance Tester
Asphalt Mixture Performance Tester Ramon Bonaquist, P.E. Chief Operating Officer Topics Development Implementation Status Uses AMPT Resources What is the AMPT? Machine specifically for asphalt concrete
More informationEvaluation of Fine Graded Polymer Asphalt Mixture Produced Using Foamed Warm Mix Asphalt Technology
1 1 1 1 1 1 1 1 1 1 1 Evaluation of Fine Graded Polymer Asphalt Mixture Produced Using Foamed Warm Mix Asphalt Technology Munir D. Nazzal, PhD., P.E. (Corresponding Author) Assistant Professor, Civil Engineering
More informationMaterial Test Framework for Warm Mix Asphalt Trials
Material Test Framework for Warm Mix Asphalt Trials A number of new processes have been developed to allow asphalt mixtures to be mixed and compacted at lower temperatures. These processes tend to reduce
More informationFigure 1 : Specimen in the TSRST test device (left) and principle of the TSRST (right) [3].
1. INTRODUCTION Awareness increases that the construction of infrastructure needs to become more efficient and sustainable. Rising prices for bitumen and disposal of reclaimed asphalt provide additional
More informationUNIVERSITY OF NEVADA RENO EVALUATION OF THE CECABASE TM RT WARM-MIX ADDITIVE. CECA Arkema Group. Final Report September 2011
EVALUATION OF THE CECABASE TM RT WARM-MIX ADDITIVE CECA Arkema Group Final Report September 211 UNIVERSITY OF NEVADA RENO Pavements/Materials Program Department of Civil and Environmental Engineering College
More informationPerformance of Aggregate Base Course Pavements in North Carolina
Performance of Aggregate Base Course Pavements in North Carolina Judith Corley-Lay, Ph.D., PE * Pavement Management Unit, NCDOT 1593 Mail Service Center Raleigh, NC 27699-1593 919-212-61 jlay@ncdot.gov
More informationMechanistic-Empirical Pavement Design Guide
Mechanistic-Empirical Pavement Design Guide Tommy Nantung INDOT Research and Development Division February 13, 2014 Pavements are designed to fail (in a predictable way) Performance vs. Design Life From
More informationAsphalt Pavement Aging and Temperature Dependent Properties through a Functionally Graded Viscoelastic Model, Part-II: Applications
Materials Science Forum Vols. 631-632 (2010) pp 53-58 (2010) Trans Tech Publications, Switzerland doi:10.4028/www.scientific.net/msf.631-632.53 Asphalt Pavement Aging and Temperature Dependent Properties
More informationNational Center for Asphalt Technology Test Track Update. Dr. David Timm, P.E. Wisconsin Asphalt Pavement Association Wednesday, November 29, 2017
National Center for Asphalt Technology Test Track Update Dr. David Timm, P.E. Wisconsin Asphalt Pavement Association Wednesday, November 29, 2017 Mission To provide innovative, relevant, and implementable
More informationMechanistic-Empirical Pavement Design Workshop. State Perspective
Mechanistic-Empirical Pavement Design Workshop State Perspective Linda M. Pierce, PE State Pavement Engineer Washington State Department of Transportation 87 th Annual Meeting January 13-17, 2008 Presentation
More informationSensitivity Study of Design Input Parameters for Two Flexible Pavement Systems Using the Mechanistic-Empirical Pavement Design Guide
Sensitivity Study of Design Input Parameters for Two Flexible Pavement Systems Using the Mechanistic-Empirical Pavement Design Guide Sunghwan Kim Department of Civil, Construction and Environmental Engineering
More informationRAP in SMA. Ramon Bonaquist, Ph.D., P.E. Advanced Asphalt Technologies, LLC. Greg Moore Maryland State Highway Administration
RAP in SMA Ramon Bonaquist, Ph.D., P.E. Greg Moore Maryland State Highway Administration Background MSHA and MAA RAP Task Force How Can Overall RAP Usage be Increased? Use Low Percentage of RAP in Mixtures
More informationTRANSPORTATION RESEARCH BOARD. Cold Recycled and Reclaimed Asphalt Concrete Properties for Pavement. Thursday, March 22, :00-3:30 PM ET
TRANSPORTATION RESEARCH BOARD Cold Recycled and Reclaimed Asphalt Concrete Properties for Pavement Thursday, March 22, 2018 2:00-3:30 PM ET The Transportation Research Board has met the standards and requirements
More informationThe Use of Simple Performance Tests in the Development of Rutting Resistant Criteria for Asphalt Mixes in Canada Stage 1
The Use of Simple Performance Tests in the Development of Rutting Resistant Criteria for Asphalt Mixes in Canada Stage 1 Ludomir Uzarowski Michael Maher Hana Prilesky Golder Associates Ltd. Susan Tighe
More informationDTFH61-06-C (October 2006 July 2012)
DTFH61-06-C-00038 (October 2006 July 2012) Sangchul Bang, Joshua Anderson, Wade Lein, Michael destigter, Christopher Leibrock, Lance Roberts, Nicole Nielsen, Benjamin Hauser, Paul Kraft, Beth Comes, Leah
More informationUpdate Transportation Pool Fund TPF 5(294) Develop Mix Design and Analysis Procedures for Asphalt Mixtures Containing High-RAP Contents
Update Transportation Pool Fund TPF 5(294) Develop Mix Design and Analysis Procedures for Asphalt Mixtures Containing High-RAP Contents Louay N. Mohammad, Ph.D., P.E. Wei Cao, Ph.D. Department of Civil
More informationFHWA Performance Related Specifications for Asphalt Mixtures. Asphalt Mix ETG Fall River, Ma
FHWA Performance Related Specifications for Asphalt Mixtures Asphalt Mix ETG Fall River, Ma September 14, 2016 FHWA-TFHRC McLean, VA Richard B. Duval, PE Richard.Duval@dot.gov Performance Specifications
More informationEasy-To-Use Perpetual Pavement Design Software
Easy-To-Use Perpetual Pavement Design Software Rocky Mountain Asphalt Conference February 25, 2010 Dr. David Timm, P.E. Department of Civil Engineering Auburn University What is a Perpetual Pavement? A
More informationEvaluation of New Generation of Antistripping Additives
26 TRANSPORTATION RESEARCH RECORD 1342 Evaluation of New Generation of Antistripping Additives KIMO PICKERING, PETER E. SEBAALY, MARY STROUP-GARDINER, AND JoN A. EPPS A laboratory evaluation of antistripping
More informationModified Asphalts in Pavement Design
Modified Asphalts in Pavement Design Optimization of Asphalt Mixtures and Pavement Thickness with Specialty Polymers Professor Hussain Bahia University of Wisconsin-Madison Joint Technical Committee on
More informationLaboratory Comparison of Crushed Aggregate and Recycled Pavement Material With and Without High Carbon Fly Ash
Geotech Geol Eng (21) 28:45 411 DOI 1.17/s176-9-93-1 ORIGINAL PAPER Laboratory Comparison of Crushed Aggregate and Recycled Pavement With and Without High Carbon Fly Ash Haifang Wen Justin Warner Tuncer
More informationFull Depth Reclamation
Full Depth Reclamation FDR Has Been Around A While 2 3 What is Full Depth Reclamation (FDR)? Full Depth Reclamation is a pavement rehabilitation technique in which the full flexible pavement section and
More informationCHEMICAL STABILIZATION PAVEMENT SUBGRADE CHEMICAL STABILIZATION OF PAVEMENT SUBGRADE
OF The "subgrade" is the in situ material upon which the pavement structure is placed. Although there is a tendency to look at pavement performance in terms of pavement structures and mix design alone,
More informationThis material may be downloaded for personal use only. Any other use requires prior permission of the American Society of Civil Engineers.
Citation: Jitsangiam P. and Nikraz H. and Siripun K. 2009. Characterization of Hydrated Cement Treated Crushed Rock Base (HCTCRB) as a Road Base Material in Western Australia, in Steyn, W. and Jenkins,
More informationLecture 12 TxDOT Flexible Pavement Design Method Texas ME (FPS21)
Lecture 12 TxDOT Flexible Pavement Design Method Texas ME (FPS21) Background Design software for the TxDOT method is called Texas Flexible Pavement System (FPS21). The Triaxial procedure supplements FPS
More informationEvaluation of Nevada s Warm Mix Asphalt Mixtures with Recycled Asphalt Pavements.
University of Nevada, Reno Evaluation of Nevada s Warm Mix Asphalt Mixtures with Recycled Asphalt Pavements. A thesis submitted in partial fulfillment of the requirements for the degree of Master of Science
More informationMECHANICAL RESPONSE OF SUPERPAVE RECYCLED HOT MIXTURES IN ONTARIO
MECHANICAL RESPONSE OF SUPERPAVE RECYCLED HOT MIXTURES IN ONTARIO Xiomara Sanchez, Ph.D., Assistant Professor and D.C. Campbell Chair in Highway Construction and Pavement Research Department of Civil Engineering
More information