RILEM inter-laboratory test on binder rheology test methods DSR and BBR.
|
|
- Kerrie Jocelyn Preston
- 6 years ago
- Views:
Transcription
1 RILEM inter-laboratory test on binder rheology test methods DSR and BBR. Dariusz Sybilski, IBDiM Poland Ann Vanelstrate, CRR Belgium RILEM Technical Committee 182 PEB Performance Testing and Evaluation of Bituminous Materials
2 RILEM TC 182 RR Test RILEM Technical Committee 182 PEB Performance Testing and Evaluation of Bituminous Materials st Round Robin Test on Binder s Rheology nd Round Robin Test on Binder s Rheology
3 Objectives Evaluation of BBR- and DSR-test procedure Determination of repeatability and reproducibility Improvement of test procedures for standardization
4 Binders Pure bitumen SBS low modified binder SBS high modified binder EVA modified binder
5 Testing program BBR DSR Phase I Phase II original binder X X after RTFOT X X after RTFOT and PAV X X
6 Contributing laboratories Laboratory DSR BBR RTFOT PAV A1 Univ. Vienna B1 BRRC B2 Fina Research CH1 EMPA E1 CEDEX E2 REPSOL E3 Centro de Investigacion Elpidio Sanchez Marcos F1 Esso Asphalt Research Laboratories F2 ELF F3 LCPC GB1 SWK Pavement Engineering H1 AKMI (Veszprem) NL1 DWW S1 Royal Institute of Technology S2 NYNAS US1 U.W. Madison
7 Overview of test methods and testing conditions Handling procedure for binders, emphasis on: temperatures for reheating homogenisation sampling Ageing procedures: RTFOT-ageing according to EN PAV-ageing according to AASHTO-standard at 100 C
8 Overview of test methods and testing conditions BBR Testing procedure for calibration and testing: draft ASTM 3 temperatures per binder 3 repetitions per temperature
9 Overview of test methods and testing conditions Dynamic Rheometers measurements of G* and δ temperature: (- 24, -18, -12, -6, 2,) 10, 16, 22, 28, 34, 40, 46, 52, 58, 64, 70, 76 C frequency: 0.1, 1.6, 5, 10, 20, 50 Hz 3 repetitions for one chosen binders Phase I: Phase II: b1 pure bitumen b4 EVA modified bitumen 1 measurement on others Test procedure for DSR (parallel plates): AASHTO TP5
10 Overview of test methods and testing conditions Ring & Ball Softening Point temperature determination according to EN 1427: before RTFOT after RTFOT after RTFOT + PAV
11 BBR-results: principle P Bending Beam Rheometer P 240s time Deflection (mm) 1000 Stiffness (MPa) m(60s) S(60s) Time (s) s Time (s)
12 BBR Precision (after elimination of outliers) Mean values of Coefficient of Variation for all temperatures All binders, original, RFTO or RTFO+PAV aged Repeatability S(60) 2 3% m(60) 1 2% Reproducibility S(60) 5% m(60) 3 5%
13 BBR Determination of SHRP PG (3 measurements per temperature) S (60s) (MPa) m (60s) mean mean stdev mean stdev mean mean stdev mean stdev Temperature ( C) Temperature ( C) Precision on critical temperatures according to SHRP: about 1 C better than one PG-class
14 DSR-results Test geometry L-TC-CY S e d F h Type of loading LINEAR Tension - Compression No. of labs 2 Overview of Dynamic Rheometers L-SH-AN R-SH-PP D p D g T r F h h LINEAR Annular Shear Rotational Shear Parallel Plates 2 15 R-SH-CP T h Rotational Shear Cup & Plate 1 R-TO-PR T L Torsional Shear 1 T
15 Black curve Z b1 original 1E+2 1E+1 1E+0 G*, MPa 1E-1 1E-2 1E-3 1E-4 1E Phase angle, deg Zb1 mean
16 Black curve D b1 original 1E+3 1E+2 1E+1 1E+0 G*, MPa 1E-1 1E-2 1E-3 1E-4 1E Phase angle, deg Db1 mean
17 Dynamic Rheometers Reproducibility Analysis of two sets of results: all types of equipments/geometries DSR-geometries according to recommendations of AASHTO TP5
18 Precision Inter-laboratory precision in AASHTO TP5 Condition Coefficient of Variation (1s %), % Acceptable range of two results (d2s %), % Original G*/sinδ 10,3 29,1 RTFOT G*/sinδ 11,1 31,3 PAV G*sinδ 19,8 56,1
19 Dynamic Rheometers Repeatability and Reproducibility b1 original, G* 1,6Hz Temperature, C CV, % CV in-lab CV inter-lab
20 Dynamic Rheometers Repeatability and Reproducibility b4 RTFO, G* 1,6Hz Temperature, C CV, % CV in-lab CV inter-lab
21 Dynamic Rheometers Repeatability and Reproducibility b4 PAV, G* 1,6Hz Temperature, C CV, % CV in-lab CV inter-lab
22 Dynamic Rheometers Reproducibility %CV for G* b1 all b1 SHRP before elimination of outliers Temperature ( C)
23 Dynamic Rheometers Reproducibility %CV for G* after elimination of outliers b1 all b1 SHRP Temperature ( C)
24 Dynamic Rheometers Reproducibility original G* 1,6Hz %CV SHRP no outlie rs 12 limiting value CV=10,3% 10 Coefficient of Variation, % b1 b2 b3 b Te m pe ra ture, C
25 Dynamic Rheometers Reproducibility RTFO G* 1,6Hz %CV SHRP no outliers 12 limiting value CV=11,1% 10 Coefficient of Variation, % b1 b2 b3 b Te m pe ra ture, C
26 Dynamic Rheometers Reproducibility PAV G* 1,6Hz %CV S HRP no o utlie rs 25 limiting value CV=19,8% 20 Coefficient of Variation, % b1 b2 b3 b Temperature, C
27 Reliability of laboratories Acceptance of results, G, all geometries Acceptance, % original RTFO A BB C D DD E EE G L O Q RS T U V W X Y Z PAV
28 Reliability of laboratories Acceptance of results, PA, all geometries Acceptance, % original RTFO A BB C D DD E EE G L O Q RS T U V W X Y Z PAV
29 Reliability of results for binders Acceptance of results, G, all geometries Acceptance, % original RTFO b1 b2 b3 b4 PAV
30 Reliability of results for binders Acceptance of results, PA, all geometries Acceptance, % original RTFO b1 b2 b3 b4 PAV
31 Comparison of precision of DR and R&B Change of G* per C (%) b1 b4 b2 b Temperature ( C) Binder St. Dev.( C) R&B RILEM Mentioned ( C) (EN1427) EN ,0 0,6 0,7 2 56,6 1,2 1,3 3 85,7 2,7 2,0 4 61,6 2,0 1,3 G* varies % per 1 C Hence: St.Dev. of 10 % corresponds to less than 1 C
32 Average Average Black curve 1,6 Hz SHRP 1,0E+03 1,0E+02 1,0E+01 G*, MPa 1,0E+00 1,0E-01 1,0E-02 1,0E-03 1,0E PA, deg b1 orig b1 RTFO b1 PAV b2 orig b2 RTFO b2 PAV b3 orig b3 RTFO b3 PAV b4 orig b4 RTFO b4 PAV
33 DR Reliability Equipment or geometry other than SHRP: higher risk for incorrect results Higher acceptance of PA than G* results Higher acceptance of results from DSR and SHRP geometries Higher acceptance of results after ageing (more precise recommendations for second phase of test) The same reliability of DSR results for plain and polymer modified binders The precision on G* is comparable or even better than the precision on R&B
34 DR main sources of error Non-linearity of material s behaviour (too high strain) Improper sample geometry: too big plate radius or too thin gap Too high rheometer compliance Deviation of temperature from the target value Improper sample handling and preparation thermal history heterogeneity steric hardening (too long storage of the sample) deficient or excessive sample volume deficient bond between sample and plates Rewriting
35 Conclusions (recommendations for CEN standards) BBR: Reproducibility standard deviation on S(60s): 5 % Reproducibility standard deviation on m(60s): 3-5 % Performance Grade according to SHRP can be determined with a precision of about 1 C (3 measurements per temperature)
36 Conclusions (recommendations for CEN standards) DSR: For EN-standardization purposes, it is recommended to limit rheometers to SHRP-equipment and geometries. Other equipment/geometries can also lead to correct results, but with higher risks For EN-standardization purposes the temperature range should be limited from 10 to 76 C Reproducibility standard deviation on G*: 10% Reproducibility standard deviation on phase angle: 5%
37 Thank you for your attention
Yield Energy of Asphalt Binders Using the Dynamic Shear Rheometer
Standard Method of Test for Yield Energy of Asphalt Binders Using the Dynamic Shear Rheometer AASHTO Designation: T XXX-09 1. SCOPE 1.1. This test method covers the indication of asphalt binders resistance
More informationPhenomenological models for binder rutting and fatigue. University of Wisconsin Research Team
Phenomenological models for binder rutting and fatigue University of Wisconsin Research Team Outline of Talk The need for measuring damage behavior Current efforts, and evolution of ideas Gaps and what
More informationBitumen fatigue performance evaluation - with or without RAP - a real challenge
Bitumen fatigue performance evaluation - with or without RAP - a real challenge Ronald van Rooijen 1, a, Luc Planque 2, b, Marcel Wegmann 1, c, Hervé Di Benedetto 3, d, Salvatore Mangiafico 3, e, Cedric
More informationLinear Amplitude Sweep Test:
Binder Expert Task Group Meeting Baton Rouge, LA September16, 2014 Linear Amplitude Sweep Test: Binder Grading Specification and Field Validation Pouya Teymourpour Hussain Bahia University of Wisconsin-Madison
More informationNEW APPROACH FOR THE FATIGUE CHARACTERISATION OF BITUMINOUS BINDERS
424 6th RILEM Symposium PTEBM'3, Zurich, 23 NEW APPROACH FOR THE FATIGUE CHARACTERISATION OF BITUMINOUS BINDERS Sándor Tóth Technical and Information Services on National Roads, Hungary Róbert Perlaki
More informationGTR: DSR Evaluation and Geometry Recommendation
GTR: DSR Evaluation and Geometry Recommendation Asphalt Binder Expert Task Group Salt Lake City, UT April 27, 2016 Darin Hunter Anton Paar USA Ashland, VA Summary of Situation Current Status GTR modification
More informationRELIABILITY OF RHEOMETRIC MEASUREMENTS IN BITUMENS BY MEANS OF DYNAMIC SHEAR RHEOMETERS
RELIABILITY OF RHEOMETRIC MEASUREMENTS IN BITUMENS BY MEANS OF DYNAMIC SHEAR RHEOMETERS Antonio MONTEPARA, University of Parma, Parma, Italy Felice GIULIANI, University of Parma, Parma, Italy 1. INTRODUCTION
More informationPredicting Oxidative Age Hardening in Asphalt Pavement
Predicting Oxidative Age Hardening in Asphalt Pavement with Time and Depth: A First Approximation Michael J. Farrar (mfarrar@uwyo.edu) Will Grimes Fred Turner P. Michael Harnsberger Shin-Che Huang P3 Symposium
More informationCrude oil sources and cut point as keys for the prediction of the mechanical performance of bitumen
Crude oil sources and cut point as keys for the prediction of the mechanical performance of bitumen M. Hoffmann, K. Stangl, R. Blab Chair of Road and Airfield Engineering, Vienna University of Technology,
More informationAdvances in performance evaluation of asphalt binders
Advances in performance evaluation of asphalt binders Hussain U Bahia Professor University of Wisconsin, USA March 25, Lisbon, Potugal s:, design performance a, LNEC, 25 March 2010 Road Outline >Performance
More informationEstimating Damage Tolerance of Asphalt Binders Using the Linear Amplitude Sweep
Standard Method of Test for Estimating Damage Tolerance of Asphalt Binders Using the Linear Amplitude Sweep AASHTO Designation: TP 101-14 American Association of State Highway and Transportation Officials
More informationNonlinear oscillatory shear tests applied to bitumen: analysis and application of large amplitude oscillatory shear (LAOS)
Nonlinear oscillatory shear tests applied to bitumen: analysis and application of large amplitude oscillatory shear (LAOS) Alec Otto Cookman 1, a, Michael J. Farrar 1, Jean-Pascal Planche 1 1 Western Research
More informationThe Effect of Aging on Binder Properties of Porous Asphalt Concrete
The Effect of Aging on Binder Properties of Porous Asphalt Concrete Eyassu T. Hagos Raveling Supervisors: Prof. Dr. Ir. A.A.A. Molenaar Assoc. Prof. Ir. M.F.C. van de Ven Porous Asphalt layer March 27,
More informationLINEAR AND NON-LINEAR VISCOELASTIC BEHAVIOUR OF BINDERS AND ASPHALTS
UNIVERSITY OF NOTTINGHAM SCHOOL OF CIVIL ENGINEERING LINEAR AND NON-LINEAR VISCOELASTIC BEHAVIOUR OF BINDERS AND ASPHALTS By Behzad Rahimzadeh, BSc, MSc, MIAT, MIHT Thesis submitted to the University of
More informationDYNAMIC MODULUS MASTER CURVE AND CHARACTERIZATION OF SUPERPAVE HMA CONTAINING VARIOUS POLYMER TYPES
DYNAMIC MODULUS MASTER CURVE AND CHARACTERIZATION OF SUPERPAVE HMA CONTAINING VARIOUS POLYMER TYPES Al-Hosain M. Ali 1, Mohamed S. Aazam 2, and Mohamed A. Alomran 3 1 Assistant Professor, Civil Engineering.
More informationInvestigation of Suitable Testing Method for GTR Modified Asphalt Binder
Investigation of Suitable Testing Method for GTR Modified Asphalt Binder Tobias Nill, M.Sc.* Amir Golalipour, Ph.D.** *Anton Paar Germany GmbH Hellmuth-Hirth-Straße 6 73760 Ostfildern Germany tobias.nill@anton-paar.com
More information2007 SEAUPG CONFERENCE-SAN ANTONIO, TEXAS
of HMA Mixtures to Prevent Fatigue Cracking in Flexible Pavements Fatigue Cracking NCHRP 9-38 Brian Prowell Ray Brown Photo courtesy of FHWA Flexible (Asphalt) Pavement Fatigue Top Down Fatigue Definition
More informationPROPERTIES OF MASTICS USING DIFFERENT FILLERS WITH BOTH UNMODIFIED AND EVA-MODIFIED BINDERS
PROPERTIES OF MASTICS USING DIFFERENT FILLERS WITH BOTH UNMODIFIED AND EVA-MODIFIED BINDERS CHRIS RAYNER 1, GEOFFREY M. ROWE 2 1 ExxonMobil Bitumen, ExxonMobil House, Ermyn Way, Leatherhead, Surrey KT22
More informationEstimating Fatigue Resistance Damage Tolerance of Asphalt Binders Using the Linear Amplitude Sweep
Standard Method of Test for Estimating Fatigue Resistance Damage Tolerance of Asphalt Binders Using the Linear Amplitude Sweep AASHTO Designation: TP 2b xx (LAST)101-1214 American Association of State
More informationARC Update - Binder Fatigue
Asphalt Binder Expert Task Group ARC Update - Binder Fatigue Carl Johnson and Hussain U. Bahia University of Wisconsin - Madison September 16, 2009 Binder Fatigue Update Background Where we left off at
More informationThe 2S2P1D: An Excellent Linear Viscoelastic Model
The 2S2P1D: An Excellent Linear Viscoelastic Model Md. Yusoff 1, N. I., Monieur, D. 2, Airey, G. D. 1 Abstract An experimental campaign has been carried out on five different unaged and five aged penetration
More informationUSE OF BBR TEST DATA TO ENHANCE THE ACCURACY OF G* -BASED WITCZAK MODEL PREDICTIONS
USE OF BBR TEST DATA TO ENHANCE THE ACCURACY OF G* -BASED WITCZAK MODEL PREDICTIONS Mekdim T. Weldegiorgis * PhD. Candidate, Department of Civil Engineering, University of New Mexico, USA * 1 University
More informationA Discussion of Peltier Cooling Compared to Chilled Air Cooling and 4 mm DSR Results (and related issues)
A Discussion of Peltier Cooling Compared to Chilled Air Cooling and 4 mm DSR Results (and related issues) Gerald Reinke MTE Services Binder ETG, May 3, 2017 Ames, IA STATEMENT OF PROBLEM In the course
More informationRheology Based Specifications for Asphalt Binders used in Roofing
Rheology Based Specifications for Asphalt Binders used in Roofing By: Gaylon L. Baumgardner, Geoffrey M. Rowe, and Isaac L. Howard Introduction Specification requirements for roofing and industrial asphalts
More informationDifference Between Fixed and Floating Reference Points AASHTO T-321
Difference Between Fixed and Floating Reference Points AASHTO T-321 Fixed Reference LVDT with Target Attached to the Beam Neutral Axis (Mid-Height, Mid-Length) 2 Old ASTM D7460 Graph Improper Representation
More informationGM Rowe and DA Anderson. Binder ETG Meeting, April 2014
GM Rowe and DA Anderson Binder ETG Meeting, April 2014 What is relaxation spectra Historical perspective What it means Other simplifications Field correlations Black space Discrete Model the asphalt by
More informationEuropean perspective of binder characterisation. Mike Southern Technical Director Eurobitume
European perspective of binder characterisation Mike Southern Technical Director Eurobitume CEN Comité Européen de Normalisation European organisation created in 1961, based in Brussels Responsible for
More informationEstimating Effect of RAP and RAS on PG grade of Binders
Estimating Effect of RAP and RAS on PG grade of Binders Dan Swirtz, E. Mahmoud and H. Bahia University of Wisconsin- Madison RAP ETG, Oklahoma City, October, 2010 Topics Testing and Analysis Procedure
More informationAnalysis of Non-Linear Dynamic Behaviours in Asphalt Concrete Pavements Under Temperature Variations
ENOC 2017, June 25 30, 2017, Budapest, Hungary Analysis of Non-Linear Dynamic Behaviours in Asphalt Concrete Pavements Under Temperature Variations Amal Abdelaziz *, Chun-Hsing Ho *, and Junyi Shan * *
More informationRheology considerations for recycled and recovered binder
Rheology considerations for recycled and recovered binder Geoffrey M. Rowe PAVEMENT PERFORMANCE PREDICTION SYMPOSIUM - Binder Issues Affecting the Durability of RAP and WMA Pavements Sponsored by Federal
More informationRole of Binders in Pavement Performance
Role of Binders in Pavement Performance Presented by H. Bahia Research conducted by The University of Wisconsin-Asphalt Group The Pavement Performance Prediction Symposium Western Research Institute, Laramie,
More informationMeasuring the rheological properties of bituminous binders final results from the round robin test of the BNPÉ/P04/GE1 Working Group (France)
Measuring the rheological properties of bituminous binders final results from the round robin test of the BNPÉ/P4/GE1 Working Group (France) Bernard Eckmann, Sabine Largeaud, Didier Chabert, G Durand,
More informationINVESTIGATING THE RHEOLOGICAL CHARACTERISTICS OF SOUTH AFRICAN ROAD BITUMENS
INVESTIGATING THE RHEOLOGICAL CHARACTERISTICS OF SOUTH AFRICAN ROAD BITUMENS G. MTURI 1, J. O CONNELL 2 and S.E. ZOOROB 3 1 Researcher (gmturi@csir.co.za), 2 Researcher, 3 Senior Researcher CSIR Built
More informationUSE OF BINDER RHEOLOGY TO PREDICT THE CRACKING PERFORMANCE OF SBS-MODIFIED MIXTURE
USE OF BINDER RHEOLOGY TO PREDICT THE CRACKING PERFORMANCE OF SBS-MODIFIED MIXTURE By ZHANWU CUI A THESIS PRESENTED TO THE GRADUATE SCHOOL OF THE UNIVERSITY OF FLORIDA IN PARTIAL FULFILLMENT OF THE REQUIREMENTS
More informationImpact of Healing. Self healing in bituminous materials. Lab. Field. log N ,845
Impact of Healing Self healing in bituminous materials N 18.3 C E* f 3.291 0,845 t 0? Lab. Field log N Healing Mechanism Step 1: Interfacial Wetting Step 2: Intrinsic healing d t, X dt a b = fn (healing
More informationStress and strain dependence of bituminous materials viscoelastic properties
1 1 1 1 1 1 1 1 0 1 0 1 0 1 Stress and strain dependence of bituminous materials viscoelastic properties Lucas Babadopulos 1,, Gabriel Orozco 1, Salvatore Mangiafico 1, Cédric Sauzéat 1, Hervé Di Benedetto
More informationProperties of bituminous mixtures at low temperatures and relations with binder characteristics
Available online at www.rilem.net Materials and Structures 38 (January-February 2005) 121-126 Properties of bituminous mixtures at low temperatures and relations with binder characteristics F. Olard 1,
More informationV. O. Bulatović* 1, V. Rek 1 and K. J. Marković 2
REVIEW V. O. Bulatović* 1, V. Rek 1 and K. J. Marković 2 Standard methods of characterisation of bitumen (BIT) and polymer modified bitumen (PMB) do not provide sufficient information. We propose to rely
More informationModification of the Rolling Thin Film Oven (RTFO) Test for Realistic Short-term Aging of Asphalt Rubber Binders
52 nd Petersen Asphalt Research Conference Western Research Institute July 13-15, 2015 Laramie, Wyoming Modification of the Rolling Thin Film Oven (RTFO) Test for Realistic Short-term Aging of Asphalt
More informationA two level factorial experimental design for evaluation of viscoelastic properties of bitumens containing a surfactant warm additive
A two level factorial experimental design for evaluation of viscoelastic properties of bitumens containing a surfactant warm additive Meor Othman Hamzah 1, a, Babak Golchin 2, b, Ali Jamshidi, c, Jan Valentin,
More informationPREDICTION OF WÖHLER CURVE USING ONLY ONE 4PB FATIGUE TEST. IS IT POSSIBLE? A.C. PRONK; M.D. GAJEWSKI & W. BANKOWSKI. Introduction
Introduction PREDICTION OF WÖHLER CURVE USING ONLY ONE 4PB FATIGUE TEST. IS IT POSSIBLE? A.C. PRONK; M.D. GAJEWSKI & W. BANKOWSKI This note or report is the follow up of the publication Application of
More informationPERFORMANCE BASED CHARACTERISATION OF BITUMINOUS BINDERS
PERFORMANCE BASED CHARACTERISATION OF BITUMINOUS BINDERS A thesis submitted in the partial fulfillment of the requirements for the degree of BACHELOR OF TECHNOLOGY IN CIVIL ENGINEERING BY MAITHILI MOHANTY
More informationINFLUENCE AND MECHANISM OF ULTRAVIOLET AGING ON BITUMEN PERFORMANCE
INFLUENCE AND MECHANISM OF ULTRAVIOLET AGING ON BITUMEN PERFORMANCE Tan Yi-Qiu 1, Wang Jia-Ni 1, Feng Zhong-Liang 2 and Zhou Xing-Ye 3 1 School of Communication Science & Engineering, Harbin Institute
More information单击此处编辑母版标题样式 Investigation into the Size effect on Four Point Bending Fatigue Tests
单击此处编辑母版标题样式 Investigation into the Size effect on Four Point Bending Fatigue Tests Ning Li Ph.D. Candidate Presented to: the 3rd 4PBB Conference Co-authors: Ir. A.C. Pronk Prof. Dr. ir. A.A.A. Molenaar
More informationRheological Properties and Fatigue Resistance of Crumb Rubber Modified Bitumen
Rheological Properties and Fatigue Resistance of Crumb Rubber Modified Bitumen F. Khodary Department of Civil Engineering, Institute of traffic and transport, section of road and pavement engineering,
More informationGeoffrey Rowe, Abatech. 51st Petersen Asphalt Research Conference July 14-16, 2014 Laramie, Wyoming
Geoffrey Rowe, Abatech 51st Petersen Asphalt Research Conference July 14-16, 2014 Laramie, Wyoming 1 Work collected data, BBR DSR Review of Interconversions analysis DSR, use of G* and δ instead of S and
More informationLOW TEMPERATURE RHEOLOGICAL AND FRACTURE PROPERTIES OF POLYMER-MODIFIED BITUMENS
LOW TEMPERATURE RHEOLOGICAL AND FRACTURE PROPERTIES OF POLYMER-MODIFIED BITUMENS L.Lapalu 1, J.P. Planche 1, D. Martin 1, D. Anderson 2, J.F. Gérard 3 1 ELF Research Center (Solaize) 2 The Pennsylvania
More informationBackground PG G* sinδ
Full-Scale Accelerated Performance Testing for Superpave & Structural Validation Outcomes - Ongoing Activities - Future APT Experiments Hilton Head Island, South Carolina November 9-12, 2009 FHWA Turner-Fairbank
More informationFatigue of Asphalt Binders Measured using Parallel Plate and Torsion Cylinder Geometries
Fatigue of Asphalt Binders Measured using Parallel Plate and Torsion Cylinder Geometries Report prepared for the: Binder fatigue task group TRB Binder ETG meeting September 2004, Washington, D.C. 1 Outline
More informationWhy Characterize Binder Rheology With Mathematical Models?
Historical and Current Rheological Binder Characterization vs. Binder Performance Dr. David A. Anderson Consultant Dr. Geoffrey M. Rowe ABATECH INC. Dr. Donald Christensen Advanced Asphalt Technologies,
More informationMechanistic-Empirical Pavement Design Guide: A User s Perspective. Brian D. Prowell, Ph.D., P.E.
Mechanistic-Empirical Pavement Design Guide: A User s Perspective Brian D. Prowell, Ph.D., P.E. Empirical Approach Based on results of experiments or experience Scientific basis not established AASHTO
More informationLecture 7 Constitutive Behavior of Asphalt Concrete
Lecture 7 Constitutive Behavior of Asphalt Concrete What is a Constitutive Model? A constitutive model or constitutive equation is a relation between two physical quantities that is specific to a material
More informationSTUDY OF RHEOLOGICAL PROPERTIES OF BITUMINOUS BINDERS IN MIDDLE AND HIGH TEMPERATURES
Vol. 12, Issue 1/2016, 13-20 DOI: 10.1515/cee-2016-0002 STUDY OF RHEOLOGICAL PROPERTIES OF BITUMINOUS BINDERS IN MIDDLE AND HIGH TEMPERATURES Eva REMIŠOVÁ 1,*, Viera ZATKALIKOVÁ 2, František SCHLOSSER
More informationDYNAMIC AND TRANSIENT TESTING OF ASPHALT BINDER AND PAVING MIX
66 6th RILEM Symposium PTEBM'03, Zurich, 2003 DYNAMIC AND TRANSIENT TESTING OF ASPHALT BINDER AND PAVING MIX L. Zanzotto, O.J. Vacin and J. Stastna University of Calgary, Canada Abstract: A commercially
More informationInvestigating the Influence of SBS and Gilsonite on the Rheological Properties of Asphalt Binder Using Statistical Analysis
International Journal of Scientific and Technical Research in Engineering (IJSTRE) www.ijstre.com Volume 4 Issue 1 ǁ January 2019. Investigating the Influence of SBS and Gilsonite on the Rheological Properties
More informationFlexible Pavement Design
Flexible Pavement Design The Mechanistic-Empirical Way Presented by: Keith D. Herbold, P.E. 1 Presentation Outline What s new in flexible design Example of new design Differences Capabilities Tests and
More informationThe Superpave System Filling the gaps.
The Superpave System Filling the gaps. John A. D Angelo Federal Highway Administration FHWA Binder lab Continuous support to the States: Training / Ruggedness / Development / Validation Trouble shooting
More informationSeptember 2007 Research Report: UCPRC-RR Authors: I. Guada, J. Signore, B. Tsai, D. Jones, J. Harvey, and C. Monismith PREPARED FOR:
September 2007 Research Report: UCPRC-RR-2006-11 Reflective Cracking Study: First-Level Report on Laboratory Shear Testing Authors: I. Guada, J. Signore, B. Tsai, D. Jones, J. Harvey, and C. Monismith
More informationUsing the Bitumen Bond Strength Test & Sessile Drop Method
2011 PAVEMENT PERFORMANCE PREDICTION SYMPOSIUM Selection of Materials for Moisture Resistance HMA Using the Bitumen Bond Strength Test & Sessile Drop Method Hussain Bahia, Raquel Moraes, Raul Velasquez
More informationAsphalt Stiffness and Fatigue Parameters from Fast Falling Weight
Asphalt Stiffness and Fatigue Parameters from Fast Falling Weight Deflectometer (FastFWD) Tests 1 1 1 1 1 1 1 1 0 1 0 1 Sadaf Khosravifar, PhD Dynatest North America, Inc. 1 South Jefferson Street, Suite
More informationOctober 2006 Research Report: UCPRC-RR Authors: B. Tsai, D. Jones, J. Harvey, and C. Monismith PREPARED FOR: PREPARED BY:
October 2006 Research Report: UCPRC-RR-2006-08 Reflective Cracking Study: First-Level Report on Laboratory Fatigue Testing Authors: B. Tsai, D. Jones, J. Harvey, and C. Monismith Partnered Pavement Research
More informationAssessing bitumen in the whole service-temperature-range with the dynamic shear rheometer
Assessing bitumen in the whole service-temperature-range with the dynamic shear rheometer Martin Radenberg 1, a, Michael Gehrke 1, b 1 Lehrstuhl für Verkehrswegebau, Ruhr-Universität Bochum, Bochum, Germany
More informationDynamic Modulus of Asphalt Mixtures for Development of
JOURNAL PAPER TYPE Journal of Testing and Evaluation, Sept 2002 Vol XX, No. X Paper ID: Available online at: www.astm.org Published XXXX Lee, K. 1, Kim, H. 2, Kim, N. 3, Kim, Y 4 Dynamic Modulus of Asphalt
More informationThe Rheology Handbook
Thomas G. Mezger The Rheology Handbook For users of rotational and oscillatory rheometers 2nd revised edition 10 Contents Contents 1 Introduction 16 1.1 Rheology, rheometry and viscoelasticity 16 1.2 Deformation
More informationDEPARTMENT OF MECHANICAL ENIGINEERING, UNIVERSITY OF ENGINEERING & TECHNOLOGY LAHORE (KSK CAMPUS).
DEPARTMENT OF MECHANICAL ENIGINEERING, UNIVERSITY OF ENGINEERING & TECHNOLOGY LAHORE (KSK CAMPUS). Lab Director: Coordinating Staff: Mr. Muhammad Farooq (Lecturer) Mr. Liaquat Qureshi (Lab Supervisor)
More informationComments on Use of Reference Fluid to Verify DSR
Comments on Use of Reference Fluid to Verify DSR David Anderson Professor Emeritus Penn State FHWA Asphalt Binder Expert Task Group Baton Rouge, LA September 16-17, 2014 Reference fluid how and why? Used
More informationEvaluation of Laboratory Performance Tests for Cracking of Asphalt Pavements
Evaluation of Laboratory Performance Tests for Cracking of Asphalt Pavements 2015 FHWA Cooperative Study at Asphalt Institute Greg Harder, Asphalt Institute It all started in 1919 Asphalt Association (later
More informationEffect of Polymer Modification on Rheological Properties of Asphalt
Journal of Civil Engineering Research 2016, 6(3): 55-60 DOI: 10.5923/j.jce.20160603.02 Effect of Polymer Modification on Rheological Properties of sphalt Muhammad shraf Javid Department of Civil and Environmental
More informationDynamic Resilient Modulus and the Fatigue Properties of Superpave HMA Mixes used in the Base Layer of Kansas Flexible Pavements
06-1012 Dynamic Resilient Modulus and the Fatigue Properties of Superpave HMA Mixes used in the Base Layer of Kansas Flexible Pavements by Stefan A. Romanoschi, Nicoleta Dumitru, Octavian Dumitru and Glenn
More informationNano Scale Organosilane Asphalt Applications
Nano Scale Organosilane Asphalt Applications Virginia Asphalt Association 2018 Bryan Atkins H.T.A.S. Doug Zuberer Zydex Industries Organosilane Chemistry Developed over 50 years ago by Dow Corning for
More informationAsphalt Mix Performance Testing on Field Project on MTO Hwy 10
Asphalt Mix Performance Testing on Field Project on MTO Hwy 10 2 nd International Conference on Warm Mix Asphalt October 11 13, 2011, St. Louis, Missouri Acknowledgements Presenter Paolo Visconti, Iterchimica
More informationMeasurement of Bitumen Relaxation Modulus with Instrumented Indentation. Master s Degree Project
Measurement of Bitumen Relaxation Modulus with Instrumented Indentation Master s Degree Project Phan Ngoc Trinh Division of Highway and Railway Engineering Department of Transport Science School of Architecture
More informationThe Graduate School. Department of Civil Engineering EVALUATION OF LOW-TEMPERATURE FRACTURE PROPERTIES OF ASPHALT BINDER
The Pennsylvania State University The Graduate School Department of Civil Engineering EVALUATION OF LOW-TEMPERATURE FRACTURE PROPERTIES OF ASPHALT BINDER A Thesis In Civil Engineering by Gilles G. Gauthier
More informationInvestigation on the cooling medium effect in the characterization of asphalt binder with the Bending Beam Rheometer (BBR)
Investigation on the cooling medium effect in the characterization of asphalt binder with the Bending Beam Rheometer (BBR) Journal: Manuscript ID cjce-2017-0586.r1 Manuscript Type: Article Date Submitted
More informationLaboratory Study for Comparing Rutting Performance of Limestone and Basalt Superpave Asphalt Mixtures
Laboratory Study for Comparing Rutting Performance of Limestone and Ghazi G. Al-Khateeb 1 ; Taisir S. Khedaywi 2 ; Turki I. Al-Suleiman Obaidat 3 ; and Ahmad Mirwais Najib 4 Abstract: The primary objective
More informationEverything you ever wanted to know about HMA in 30 minutes. John D AngeloD The mouth
Everything you ever wanted to know about HMA in 30 minutes John D AngeloD The mouth Are they all the same? Background SHRP A-001 A Contract Development of Superpave Mix Design Procedure Gyratory Compactor
More informationINVESTIGATION OF RHEOLOGICAL AND NANO-RHEOLOGICAL PROPERTIES OF ASPHALT BINDERS. A Thesis POOYAN KABIR
INVESTIGATION OF RHEOLOGICAL AND NANO-RHEOLOGICAL PROPERTIES OF ASPHALT BINDERS A Thesis by POOYAN KABIR Submitted to the Office of Graduate and Professional Studies of Texas A&M University in partial
More informationNCHRP. Project No. NCHRP 9-44 A. Validating an Endurance Limit for Hot-Mix Asphalt (HMA) Pavements: Laboratory Experiment and Algorithm Development
NCHRP Project No. NCHRP 9-44 A Validating an Endurance Limit for Hot-Mix Asphalt (HMA) Pavements: Laboratory Experiment and Algorithm Development Appendix 1 Integrated Predictive Model for Healing and
More informationPhilipp Koskarti
Österreichisches Forschungsinstitut für Chemie und Technik Austrian Research Institute for Chemistry and Technology ISSS round robin 2010 BIOENERGIE Philipp Koskarti 21.10.2010 content Introduction Details
More informationFlexural properties of polymers
A2 _EN BUDAPEST UNIVERSITY OF TECHNOLOGY AND ECONOMICS FACULTY OF MECHANICAL ENGINEERING DEPARTMENT OF POLYMER ENGINEERING Flexural properties of polymers BENDING TEST OF CHECK THE VALIDITY OF NOTE ON
More informationINNOVATIVE TRIPLE SMA LAYER FOR HEAVY DUTY PAVEMENTS from idea to realisation
INNOVATIVE TRIPLE SMA LAYER FOR HEAVY DUTY PAVEMENTS from idea to realisation Marcin HERING, TPA Sp. z o.o., Poland Paweł Czajkowski, LOTOS Asfalt Sp. z o.o., Poland Igor Ruttmar, TPA Sp. z o.o., Poland
More informationNCHRP Project / Task 400. Effect of Elevation on Rolling Thin Film Oven Aging of Asphalt Binder
NCHRP Project 20-07 / Task 400 Effect of Elevation on Rolling Thin Film Oven Aging of Asphalt Binder Ramon Bonaquist, P.E. Lots of Help Dave Anderson Jim Rosenberger Gayle King John Malusky Shauna Teclemariam
More informationASPHALT BINDER FLOW ACTIVATION ENERGY AND ITS SIGNIFICANCE FOR COMPACTION EFFORT
ASPHALT BINDER FLOW ACTIVATION ENERGY AND ITS SIGNIFICANCE FOR COMPACTION EFFORT DELMAR SALOMON, HUACHUN ZHAI Idaho Asphalt Supply, Inc. 2627 Brandt Ave., Nampa, ID 83687, USA TEL 208-442-7742, FAX 208-463-0679,
More informationSEAUPG 2009 CONFERENCE-HILTON HEAD ISLAND, SOUTH CAROLINA
SEAUPG 29 CONFERENCEHILTON HEAD ISLAND, SOUTH CAROLINA FullScale Accelerated Performance Testing for Superpave & Structural Validation Outcomes Ongoing Activities Future APT Experiments Background Superpave
More informationMalaysian Journal of Civil Engineering 22(1) : (2010)
MODELLING THE LINEAR VISCOELASTIC RHEOLOGICAL PROPERTIES OF BASE BITUMENS Nur Izzi Md Yusoff 1, Marc-Stéphane Ginoux 1, Gordon Dan Airey 1, Mohd Rosli Hainin 2 1 Nottingham Transportation Engineering Centre
More informationALTERNATE SHIFT FACTOR RELATIONSHIP FOR DESCRIBING THE TEMPERATURE DEPENDENCY OF THE VISCO-ELASTIC BEHAVIOUR OF ASPHALT MATERIALS
ALTERNATE SHIFT FACTOR RELATIONSHIP FOR DESCRIBING THE TEMPERATURE DEPENDENCY OF THE VISCO-ELASTIC BEHAVIOUR OF ASPHALT MATERIALS Dr. Geoffrey M. Rowe* Abatech Inc. PO Box 356 Blooming Glen, PA 18911 +1
More informationACKNOWLEDGMENT OF SPONSORSHIP
ACKNOWLEDGMENT OF SPONSORSHIP This work was sponsored by the American Association of State Highway and Transportation Officials, in cooperation with the Federal Highway Administration, and was conducted
More informationAsphalt Expert Task Group Update and Emerging Topics
Asphalt Expert Task Group Update and Emerging Topics Matthew Corrigan, P.E. U.S. DOT Federal Highway Administration Preconstruction, Construction, and Pavements October 2017 Asphalt Expert Task Groups
More informationPerformance control of bituminous mixtures with a high RAP content
Cliquez pour modifier le style du titre Performance control of bituminous mixtures with a high RAP content F. DELFOSSE, I. DROUADAINE, S. LARGEAUD, S. FAUCON DUMONT 2014 Pavement Performance Prediction
More information2008 SEAUPG CONFERENCE-BIRMINGHAM, ALABAMA
Introduction Overview M E E Design Inputs MEPDG Where are we now MEPDG Inputs, Outputs, and Sensitivity Southeast Asphalt User Producer Group Bill Vavrik 19 November 2008 2 Implementation Timeframe DARWin
More informationPrediction of the complex modulus of asphalt mixture containing RAP materials from the rheological properties of mortars
1 1 1 1 1 1 1 1 0 1 0 1 0 1 Prediction of the complex modulus of asphalt mixture containing RAP materials from the rheological properties of mortars Chiara Riccardi 1, Augusto Cannone Falchetto *, and
More informationIs Low-Temperature Creep of Asphalt Mastic Independent of Filler Shape and Mineralogy? Arguments from Multiscale Analysis
Is Low-Temperature Creep of Asphalt Mastic Independent of Filler Shape and Mineralogy? Arguments from Multiscale Analysis Roman Lackner 1 ; Markus Spiegl 2 ; Ronald Blab 3 ; and Josef Eberhardsteiner 4
More informationImplementation of M-E PDG in Kansas
Implementation of M-E PDG in Kansas Mustaque Hossain, Ph.D.,P.E. Kansas State University 1 Projects related to the M-E Guide Implementation and Calibration Kansas HMA Fatigue and Stiffness Study Pool Fund
More informationRILEM - INTERLABORATORY TESTS ON PERFORMANCE PREDICTION OF PAVEMENT
Performance Testing and Evaluation of Bituminous Materials 39 RILEM - INTERLBORTORY TESTS ON PERFORMNCE PREDICTION OF PVEMENT Herald Piber 1), Manfred N. Partl 2) 1) mt der Kärntner Landesregierung, Bautechnik,
More informationA Multiple Laboratory Study of Hot Mix Asphalt Performance Testing
A Multiple Laboratory Study of Hot Mix Asphalt Performance Testing M. Heitzman 1, R. McDaniel 2, A. Shah 2, L. Myers McCarthy 3, C. Paugh 3, J. Gudimettla 3, E. Dukatz 4, G. Reinke 5 and V. Goetz 6 Abstract
More informationTHE FUTURE OF PERFORMANCE-RELATED BINDER SPECIFICATIONS
THE FUTURE OF PERFORMANCE-RELATED BINDER SPECIFICATIONS M.G. Bouldin 1 and R.N. Dongré 2, G.M. Rowe 3 and L. Zanzotto 4 Abstract: This paper outlines a conceptual groundwork for the next generation of
More informationSEMI-CIRCULAR BENDING TEST TO ASSESS THE RESISTANCE AGAINST CRACK GROWTH
Performance Testing and Evaluation of Bituminous Materials 257 SEMI-CIRCULAR BENDING TEST TO ASSESS THE RESISTANCE AGAINST CRACK GROWTH R. Hofman, B. Oosterbaan, S.M.J.G. Erkens and Jo van der Kooij Road
More informationOptimum Blending Requirements for EVA Modified Binder
Technical Paper ISSN 997- Int. J. Pavement Res. Technol. 8():7-78 Copyright @ Chinese Society of Pavement Engineering Optimum Blending Requirements for EVA Modified Binder Nikhil Saboo + and Praveen Kumar
More informationPerformance Characteristics of Asphalt Mixtures Incorporating Treated Ground Tire Rubber Added During the Mixing Process
Innovative Research in Asphalt Pavements Performance Characteristics of Asphalt Mixtures Incorporating Treated Ground Tire Rubber Added During the Mixing Process Dr. Walaa S. Mogawer, PE, F.ASCE Director
More information2002 Design Guide Preparing for Implementation
2002 Preparing for Implementation By Monte Symons 2003 NCUAPG Annual Meeting Excerpts from the 2002 Guide Implementation Package 2002 Presentation Overview Need for NCHRP 1-37A - Status Guide Basics Asphalt
More information