July 10, 2007: 14h15: - Session 2c - Infrastructure

Size: px
Start display at page:

Download "July 10, 2007: 14h15: - Session 2c - Infrastructure"

Transcription

1 July 10, 2007: 14h15: - Session 2c - Infrastructure Comparison of Contact Stresses of the test tyres used by the 1/3 rd scale Model Mobile Load Simulator (MMLS3) and the full scale tyres of the Heavy Vehicle Simulator (HVS) - A Summary - Morris De Beer CSIR Built Environment, Elzbieta S Sadzik, GDPTRW

2 Project Background: Project initiated by Gauteng Department of Public Transport, Roads and Works (GDPTRW); Accelerated Pavement Testing (APT) Strategy of 2004; Full Scale Testing vs 1/3 rd Scale Testing; Heavy Vehicle Simulator (HVS), and 1/3 rd Scale Model Mobile Load Simulator (MMLS3).

3 Project Objectives: Quantification of the 3D tyre-pavement contact stresses: HVS and MMLS3 test tyres (using SIM) 4 Studies; Comparison with similar previous Stress-In- Motion (SIM) studies on various HVS tyres Z Vertical Stress only - in this paper; Recommendations for tyre load and inflation pressures of future Accelerated Pavement Testing (APT) on Hot Mix Asphalt (HMA) rutting tests (MMLS3 and HVS);

4 Heavy Vehicle Simulator (HVS) of Gautrans (GDPTRW) Full Scale

5 Model Mobile Load Simulator (MMLS3) 1/3 rd Scale

6 Oct HVS SIM TESTS

7 Truck Tyres Usage on N3 (2003) LEFT STEERING TYRES (N3-26/02/ /03/2003) Other 12.9 % 12R % 47.1 % 315/80 R22.5 (Mostly Steering Axle)

8 HVS Mk IV+ Full Scale Test Tyres DUAL: 12R22.5 SINGLE: 315/80 R22.5 (Steering Axle)

9 SAE sign convention used during SIM measurements. X-Longitudinal, Y-Lateral and Z -Vertical loads/stresses. Tyre Rotation +X +Z +Y

10 Oct 2004 Preparation of Test Gautrans- KoedoesPoort

11 September mm Concrete Gautrans- KoedoesPoort

12 Dual SIM system during HVS tyre Gautrans

13 MMLS3 Test Tyres

14 Model Mobile Load Simulator (MMLS3) 1/3rd Scale Tyre Tyre 1: 2: Diamond Tyre 2: Tyre Diamond 1: Diamond CRANK FOR HEIGHT SETTING ADJUSTMENT 300 PNEUMATIC TYRE DRIVE MOTOR 300 Tyre 3: Longitudinal 1260 Tyre 4: Longitudinal LONGITUDINAL SECTION CROSS SECTION

15 Characteristics of MMLS3 (highway applications) and HVS Mk IV+ Characteristic Nominal Constant Tyre Loading Range (kn) Footprint area (approximately), depending on tyre type, loading and inflation pressure (cm 2 ) MMLS3 (1/3 rd Scale) 1.9 to 2.9 HVS (Full Scale) 30 to 205 (Dual, Single, Aircraft) 34 to to 881 Inflation pressure 25 C 560 to to Nominal Speed Ranges: (km/h) Approx. wheel load repetitions per hour (rep/hr) Simulated: 3 to 26 (Actual 1 to 8.67) to 12 Uni-directional: 660, and Bi-directional: 1 300

16 SIM-HVS TEST MATRIX 12R22.5 TYRES

17 Model Mobile Load Simulator (MMLS3) 1/3 rd Scale 1.8 kn, 2.7 kn, and 2.9 kn; For tyre inflation pressures between 400 to 860 kpa, all 4 x tyres loaded and inflated to same values by MMLS3 Team; MMLS3 Speeds: 3 km/h, 13 km/h and 26 km/h.

18 Test Matrices: SIM-MMLS3MMLS3 Total of Tests (S1/S2) MMLS3 Load 1.8 kn m/s m/s m/s MMLS3 Load 2.7 kn m/s m/s m/s MMLS3 Load 2.9 kn m/s m/s m/s Inflation Pressure (kpa) (S1/S2) 27/26 3* /520 27/ /700 27/ /800 27/ / Grand total of number of tests completed (S1 & S2) Grand total of number of tests processed (S1 & S2) (Total of all tests on all 4 tyres)

19 STATIC TYRE PRINTS (12R22.5)

20 MMLS3 TYRE PRINTS 10 to 26 times smaller than 12R22.5 Full Scale Tyre Prints depending on load and inflation pressure level.

21 Relative Comparison MMLS3-Square Square Profile ( kpa) HVS 12R22.5 ( kpa)

22 Steering Tyres MMLS3-Square Square Profile ( kpa) HVS 315/80 R22.5 (Steering Tyre kpa))

23 TYRE LOAD COMPARISON HVS-SIMSIM Variation:~ +/- 5 %

24 HEAVY VEHICLE SIMULATOR (HVS) DUAL TEST TYRES (12R22.5)

25 Smooth Plates HVS Dual Tyre Tests

26 3D Contact Stresses: MMLS3 Square Tyre

27 3D Contact Stresses: MMLS3 Square Tyre

28 Typical SIM Data Z - Vertical Contact Stress-Full Scale n-shapes

29 STANDARD TYRE LOAD: 40 kn, 520 kpa

30 STANDARD TYRE LOAD: 40 kn, 720 kpa

31 STANDARD TYRE LOAD: 40 kn, 1000 kpa

32 3D Contact Stresses: HVS Extreme Loading on SIM 315/80 R22.5 Tyre

33 Typical SIM Data Z-Vertical Stress - Overloading - Full Scale m-shapes

34 TYRE LOAD FINGER PRINTING - VERTICAL CONTACT STRESS (HVS 12R22.5) INFLATION CSIR 2007 PRESSURE

35 Model Mobile Load Simulator (MMLS3) 1/3 rd Scale

36 Model Mobile Load Simulator (MMLS3) 1/3rd Scale- on SIM device

37 Close-up of Square Profile MMLS3 Test Tyre

38 Close-up of Square MMLS3 Test Tyre on SIM Textured (Rough) Surface

39 TYRE LOAD FINGER PRINTING - VERTICAL CONTACT STRESS (MMLS3) INFLATION CSIR 2007 PRESSURE

40 3D Contact Stresses: MMLS3 Square Profile Tyre

41 MMLS3 ON SIM:FAST TESTING - 26 km/h

42 3D Contact Stresses: MMLS3 Square Profile Tyre

43 3D Contact Stresses: MMLS3 SIM Device This Study

44 3D Contact Stresses: MMLS3 Square Profile Tyre SIM Textured Surface

45 Close-up of Square MMLS3 Test Tyre on SIM with plate (Smooth) Surface

46 Smooth Plates HVS Dual Tyre Tests

47 Maximum Vertical Contact Stress (MVCS) (kpa) Detail MVCS results for the HVS and the MMLS3 for both rough and smooth SIM test surface Maximum Vertical Contact Stress (MVCS) (or "PEAK STRESS") (12R22.5 and 315/80 R22.5 (HVS MK IV+) compared with MMLS3) 12R22.5-AVERAGE 315/80-R Tyre Inflation Pressure (kpa)

48 Maximum Vertical Contact Stress (MVCS) (kpa) Detail MVCS results for the HVS and the MMLS3 for both rough and smooth SIM test surface Maximum Vertical Contact Stress (MVCS) (or "PEAK STRESS") (12R22.5 and 315/80 R22.5 (HVS MK IV+) compared with MMLS3) 12R22.5-AVERAGE 315/80-R22.5 DIAMOND-2.4 m/s-sim Original SIM data - Draft CR 2005/30: y = 0.473x R2 = Tyre Inflation Pressure (kpa)

49 Maximum Vertical Contact Stress (MVCS) (kpa) Detail MVCS results for the HVS and the MMLS3 for both rough and smooth SIM test surface Maximum Vertical Contact Stress (MVCS) (or "PEAK STRESS") (12R22.5 and 315/80 R22.5 (HVS MK IV+) compared with MMLS3) 12R22.5-AVERAGE 315/80-R22.5 DIAMOND-2.4 m/s-sim FEB-2006-NEW Original SIM data - Draft CR 2005/30: y = 0.473x R2 = New Data - Feb 2006 y = x R 2 = Tyre Inflation Pressure (kpa)

50 Maximum Vertical Contact Stress (MVCS) (kpa) Detail MVCS results for the HVS and the MMLS3 for both rough and smooth SIM test surface Maximum Vertical Contact Stress (MVCS) (or "PEAK STRESS") (12R22.5 and 315/80 R22.5 (HVS MK IV+) compared with MMLS3) 12R22.5-AVERAGE 315/80-R22.5 MMLS3-WESTRACK-EPPS DIAMOND-2.4 m/s-sim FEB-2006-NEW Original SIM data - Draft CR 2005/30: y = 0.473x R2 = New Data - Feb 2006 y = x R 2 = Westrack, Hugo et al, 7/11/2006 y = x R 2 = Tyre Inflation Pressure (kpa)

51 Maximum Vertical Contact Stress (MVCS) (kpa) Detail MVCS results for the HVS and the MMLS3 for both rough and smooth SIM test surface Maximum Vertical Contact Stress (MVCS) (or "PEAK STRESS") (12R22.5 and 315/80 R22.5 (HVS MK IV+) compared with MMLS3) 12R22.5-AVERAGE 315/80-R22.5 MMLS3-WESTRACK-EPPS DIAMOND-2.4 m/s-sim FEB-2006-NEW SMOOTH PLATE Original SIM data - Draft CR 2005/30: y = 0.473x R2 = New Data - Feb 2006 y = x R 2 = y = x R 2 = Westrack, Hugo et al, 7/11/2006 y = x R 2 = Tyre Inflation Pressure (kpa)

52 Maximum Vertical Contact Stress (MVCS) (kpa) Average MVCS results for the HVS and the MMLS3 for both rough and smooth SIM test surface HVS - 12R ROUGH SIM SURFACE 1:1 Maximum Vertical Contact Stress (MVCS) (12R22.5 of HVS MK IV+ compared with MMLS3) ROUGH AND SMOOTH TEST SURFACES HVS - 12R SMOOTH SURFACE MMLS3 - DIAMOND - ROUGH SURFACE MMLS3 - DIAMOND - SMOOTH SURFACE Tyre Inflation Pressure (kpa)

53 Maximum Vertical Contact Stress (MVCS) kpa Per centile plots: MVCS - smooth SIM surface for the MMLS3 Diamond tyres (S2 - this study) relative to three HVS test tyres. Normal Probability Plots: MMLS3 vs HVS - SMOOTH SURFACE MMLS3-DIAMOND-SMOOTH SIM-2005 HVS-12R22.5-DUAL-SMOOTH-SIM HVS-315/80-R22.5-SINGLE- SMOOTH-SIM-2006 Overlap Stress Range: 850 kpa to kpa 12R22.5 HVS Mk IV+ Dual Tyres 315/80 R22.5 HVS Single Tyre Sample Percentile (%) HVS-11R22.5-DUAL SIMULATED-SMOOTH-SIM R22.5 HVS Mk III Dual Tyres

54 Remember the 3 x Project Objectives: Quantification -3D tyre-pavement contact stresses of the HVS and MMLS3 test tyres (using SIM) 4 x Studies; Comparison - similar previous SIM studies on various HVS tyres Z Vertical Stress only in this paper; Recommendations for tyre load and inflation pressures of future Accelerated Pavement Testing (APT) on Hot Mix Asphalt (HMA) rutting tests (MMLS3 and HVS);

55 Findings: Z-Contact Stress: At Maximum - Representative Percentile Values (%) Surface Smooth Surface Rough Surface Device MMLS3-Square Square Tyre (1/3 rd Scale) 12R22.5 Tyre: %; 315/80 R22.5 Tyre: %; 11R22.5 Tyre: %. 12R22.5 Tyre: - 20 %; 315/80 R22.5 Tyre: %; 11R22.5 Tyre: %.

56 Findings: Z-Contact Stress Ranges Surface Device HVS (kpa) MMLS3 (kpa) Smooth Surface 850 to to Rough Surface (~ 30 % Lower) 700 to to 1 000

57 Recommendations (1) Table for Loading & Inflation Pressure: (See Research Report CR-2005/30)

58 Major Conclusions (1): The contact surface texture directly influences the total load and vertical stress results; and Tyre intrusion into the pin surface of the SIM occurs, which may be limited by placing smooth plates on top of the current SIM device, if so desired.

59 Major Conclusions (2): The Maximum Vertical Contact Stress (MVCS): Increase with increased tyre inflation pressure, for both the 1/3r rd scale and full- scale test tyres; Average of the HVS test tyres roughly 50 to 88 per cent higher than for the MMLS3 (rough and smooth surface); and for the relatively smooth test surface were found to be 25 to 30 per cent higher than those for both the MMLS3 (scaled) and the HVS (Full Scale) tests tyres.;

60 Major Conclusions (3): For the scaled-down down MMLS3 tyres the MVCS was roughly equal to inflation pressure, whereas for the full-scale HVS tyres the MVCS was approximately 50 per cent higher;

61 Recommendations (1): The results enables a more rational interpretation of APT test data; Further studies on different test surfaces; Critically important that loading devices such as the HVS and MMLS3 be adequately calibrated before similar studies are done in the future. Anchoring of the MMLS3 to the road pavement NB.

62 THE END THANKS FOR YOUR ATTENTION

Towards Quantifying Horizontal Stresses of Free-Rolling Pneumatic Rubber Tyres on Road Surfacings

Towards Quantifying Horizontal Stresses of Free-Rolling Pneumatic Rubber Tyres on Road Surfacings Towards Quantifying Horizontal Stresses of Free-Rolling Pneumatic Rubber Tyres on Road Surfacings M DE BEER, C FISHER and E M SADZIK* CSIR Built Environment, P. O. Box 395, Pretoria, 0001 * Department

More information

TOWARDS THE APPLICATION OF STRESS-IN-MOTION (SIM) RESULTS IN PAVEMENT DESIGN AND INFRASTRUCTURE PROTECTION

TOWARDS THE APPLICATION OF STRESS-IN-MOTION (SIM) RESULTS IN PAVEMENT DESIGN AND INFRASTRUCTURE PROTECTION TOWARDS THE APPLICATION OF STRESS-IN-MOTION (SIM) RESULTS IN PAVEMENT DESIGN AND INFRASTRUCTURE PROTECTION Morris De Beer, Colin Fisher (CSIR, Transportek) and Louw Kannemeyer (SANRAL) Layout of Presentation

More information

Reconsideration of Tyre- Pavement Input Parameters for the Structural Design of Flexible Pavements

Reconsideration of Tyre- Pavement Input Parameters for the Structural Design of Flexible Pavements Reconsideration of Tyre- Pavement Input Parameters for the Structural Design of Flexible Pavements Morris De Beer, CSIR Built Environment South Africa Slide 1 Assumption of Tyre Loading - Pavement Design

More information

RECOMMENDATIONS REGARDING HIGHER AXLE MASS LIMITS FOR AXLES FITTED WITH WIDE BASE TYRES

RECOMMENDATIONS REGARDING HIGHER AXLE MASS LIMITS FOR AXLES FITTED WITH WIDE BASE TYRES CSIR/BE/ISO/EXP/2011/0042/A RECOMMENDATIONS REGARDING HIGHER AXLE MASS LIMITS FOR AXLES FITTED WITH WIDE BASE TYRES M P Roux, M de Beer Senior Civil Engineer, CSIR Built Environment, PO Box 395, Pretoria,

More information

Improved Performance Evaluation of Road Pavements by Using Measured Tyre Loading. James Maina and Morris De Beer CSIR Built Environment, South Africa

Improved Performance Evaluation of Road Pavements by Using Measured Tyre Loading. James Maina and Morris De Beer CSIR Built Environment, South Africa Improved Performance Evaluation of Road Pavements by Using Measured Tyre Loading James Maina and Morris De Beer CSIR Built Environment, South Africa Paper today: Improved Performance Evaluation of Road

More information

78th TRB 99 Session 440

78th TRB 99 Session 440 ICAP 97 78th TRB 99 Session 440 Latest Developments on Tyre Road Surface Interface Stress Measurements Using the 3-D Cell (PP99-3486) Morris De Beer () Louw Kannemeyer (SANRA Ltd) (1st Reference: 8th ICAP

More information

Impact of Environment-Friendly Tires on Pavement Damage

Impact of Environment-Friendly Tires on Pavement Damage Impact of Environment-Friendly Tires on Pavement Damage Hao Wang, PhD Assistant Professor, Dept. of CEE Rutgers, the State University of New Jersey The 14th Annual NJDOT Research Showcase 10/18/2012 Acknowledgement

More information

Implementation and Thickness Optimization of Perpetual Pavements in Ohio

Implementation and Thickness Optimization of Perpetual Pavements in Ohio Implementation and Thickness Optimization of Perpetual Pavements in Ohio OTEC 2015 Issam Khoury, PhD, PE Russ College of Engineering and Technology Ohio University, Athens, Ohio Outline Background prior

More information

The INDOT Friction Testing Program: Calibration, Testing, Data Management, and Application

The INDOT Friction Testing Program: Calibration, Testing, Data Management, and Application The INDOT Friction Testing Program: Calibration, Testing, Data Management, and Application Shuo Li, Ph.D., P.E. Transportation Research Engineer Phone: 765.463.1521 Email: sli@indot.in.gov Office of Research

More information

Assessment of pavement damage

Assessment of pavement damage KTH AF293 Road Construction and Maintenance 19 March 213 Assessment of pavement damage or Quantitative measurement techniques Sigurdur Erlingsson sigurdur.erlingsson@vti.se VTI Linköping Why is it important

More information

PN 420-7/18/ SURFACE SMOOTHNESS REQUIREMENTS FOR PAVEMENTS

PN 420-7/18/ SURFACE SMOOTHNESS REQUIREMENTS FOR PAVEMENTS PN 420-7/18/2014 - SURFACE SMOOTHNESS REQUIREMENTS FOR PAVEMENTS DESCRIPTION: The surface tolerance specification requirements are modified as follows for all mainline lanes and collector-distributor road

More information

Center for Transportation Research University of Texas at Austin 3208 Red River, Suite 200 Austin, Texas

Center for Transportation Research University of Texas at Austin 3208 Red River, Suite 200 Austin, Texas 1. Report No. SWUTC/05/167245-1 4. Title and Subtitle Evaluation of the Joint Effect of Wheel Load and Tire Pressure on Pavement Performance Technical Report Documentation Page 2. Government Accession

More information

Assessment of pavement damage

Assessment of pavement damage KTH AF293 Road Construction and Maintenance 1 April 214 Assessment of pavement damage or Quantitative measurement techniques Sigurdur Erlingsson sigurdur.erlingsson@vti.se VTI Linköping Why is it important

More information

TOWARDS THE APPLICATION OF STRESS-IN-MOTION (SIM) RESULTS IN PAVEMENT DESIGN AND INFRASTRUCTURE PROTECTION

TOWARDS THE APPLICATION OF STRESS-IN-MOTION (SIM) RESULTS IN PAVEMENT DESIGN AND INFRASTRUCTURE PROTECTION TOWARDS THE APPLICATION OF STRESS-IN-MOTION (SIM) RESULTS IN PAVEMENT DESIGN AND INFRASTRUCTURE PROTECTION Morris De Beer, CSIR Transportek Pretoria 0001 Tel: +27-(0)-(012) 841-2953 Fax: +27-(0)-(012)

More information

Status of the first experiment at the PaveLab

Status of the first experiment at the PaveLab Status of the first experiment at the PaveLab Fabricio Leiva-Villacorta, PhD Jose Aguiar-Moya, PhD Luis Loria-Salazar, PhD August 31 st, 215 Research Philosophy NANO MICRO MACRO FULL SCALE Phase I Experiment

More information

Assessing Pavement Rolling Resistance by FWD Time History Evaluation

Assessing Pavement Rolling Resistance by FWD Time History Evaluation Assessing Pavement Rolling Resistance by FWD Time History Evaluation C.A. Lenngren Lund University 2014 ERPUG Conference 24 October 2014 Brussels 20Nm 6 Nm 2 Nm Background: Rolling Deflectometer Tests

More information

Water influence on skid resistance. Standardisation: input of the HERMES programme

Water influence on skid resistance. Standardisation: input of the HERMES programme Water influence on skid resistance Standardisation: input of the HERMES programme Research Director LRPC de Lyon France Presentation outline Water influence on skid resistance - influence of the surface

More information

F-53 MOTORHOME ISSUE

F-53 MOTORHOME ISSUE SUSPENSION VIBRATION/SHAKE FELT IN Article No. STEERING WHEEL OR SEAT 72-120 KM/H (45-75 00-21-9 MPH) VIBRATION VIBRATION/SHAKE FELT IN STEERING WHEEL OR SEAT 72-120 KM/H (45-75) MPH FORD: 1999-2001 F-53

More information

RESULTS OF PHYSICAL WORKSHOP 1 st Australian Runway and Roads Friction Testing Workshop

RESULTS OF PHYSICAL WORKSHOP 1 st Australian Runway and Roads Friction Testing Workshop RESULTS OF PHYSICAL WORKSHOP 1 st Australian Runway and Roads Friction Testing Workshop By : John Dardano B.E (Civil), M.Eng.Mgt August 2003 1.0 INTRODUCTION In the week of the 5 August 2003, Sydney Airport

More information

PN /21/ SURFACE SMOOTHNESS REQUIREMENTS FOR PAVEMENTS

PN /21/ SURFACE SMOOTHNESS REQUIREMENTS FOR PAVEMENTS PN 420-10/21/2016 - SURFACE SMOOTHNESS REQUIREMENTS FOR PAVEMENTS DESCRIPTION: The surface tolerance specification requirements are modified as follows for all pavements of constant width with at least

More information

Tire Rolling Resistance for Light Vehicles, I: Selection of Tires and Tests for Rating System Development

Tire Rolling Resistance for Light Vehicles, I: Selection of Tires and Tests for Rating System Development Tire Rolling Resistance for Light Vehicles, I: Selection of Tires and Tests for Rating System Development John Harris, Transportation Research Center, Inc. James D. MacIsaac Jr., USDOT - NHTSA Larry Evans,

More information

Performance Based Lab Tests to Predict Pavement Fatigue

Performance Based Lab Tests to Predict Pavement Fatigue Fifth International Conference on Construction in the 21 st Century (CITC-V) Collaboration and Integration in Engineering, Management and Technology May 20-22, 2009, Istanbul, Turkey Performance Based

More information

Research Update Construction Conference Charles Holzschuher, P.E. February 3, Florida Department of Transportation

Research Update Construction Conference Charles Holzschuher, P.E. February 3, Florida Department of Transportation Research Update 2017 Construction Conference Charles Holzschuher, P.E. February 3, 2017 Laser Based Sensor Evaluation Goals: Evaluate Laser Based Sensors for Profilers Support RN and IRI Smoothness Specifications

More information

Fleet Penetration of Automated Vehicles: A Microsimulation Analysis

Fleet Penetration of Automated Vehicles: A Microsimulation Analysis Fleet Penetration of Automated Vehicles: A Microsimulation Analysis Corresponding Author: Elliot Huang, P.E. Co-Authors: David Stanek, P.E. Allen Wang 2017 ITE Western District Annual Meeting San Diego,

More information

Accelerated Pavement Tester

Accelerated Pavement Tester Accelerated Pavement Tester Pave MLS 66 Pave MLS 30 Pave MLS 11 For all your pavement testing needs Design Overview The Pave MLS range of Accelerated Pavement Testing machines (APTs) is used to verify

More information

Insert the title of your. Recent research on surface texture

Insert the title of your. Recent research on surface texture Insert the title of your presentation here Recent research on surface texture Presented Presented by by Martin Name Greene Here Senior Job Title Researcher - Date 20/10/11 Surface texture and tyre tread

More information

IMPROVED EMERGENCY BRAKING PERFORMANCE FOR HGVS

IMPROVED EMERGENCY BRAKING PERFORMANCE FOR HGVS IMPROVED EMERGENCY BRAKING PERFORMANCE FOR HGVS Dr Leon Henderson Research Associate University of Cambridge, UK lmh59@cam.ac.uk Prof. David Cebon University of Cambridge, UK dc@eng.cam.ac.uk Abstract

More information

Simulation of Collective Load Data for Integrated Design and Testing of Vehicle Transmissions. Andreas Schmidt, Audi AG, May 22, 2014

Simulation of Collective Load Data for Integrated Design and Testing of Vehicle Transmissions. Andreas Schmidt, Audi AG, May 22, 2014 Simulation of Collective Load Data for Integrated Design and Testing of Vehicle Transmissions Andreas Schmidt, Audi AG, May 22, 2014 Content Introduction Usage of collective load data in the development

More information

The effect of grinding and grooving on the noise generation of Portland Cement Concrete pavement

The effect of grinding and grooving on the noise generation of Portland Cement Concrete pavement The effect of grinding and grooving on the noise generation of Portland Cement Concrete pavement T. Wulf, T. Dare and R. Bernhard Purdue Univ., 140 Martin Jischke Dr., Herrick Lab., West Lafayette, IN

More information

Measurement methods for skid resistance of road surfaces

Measurement methods for skid resistance of road surfaces Measurement methods for skid resistance of road surfaces Presented by Martin Greene (TRL) and Veronique Cerezo (IFSTTAR) 11 October 2016 Background and requirements for Common Scale 1 Background Measurement

More information

SMOOTH PAVEMENTS LAST LONGER! Diamond Grinding THE ULTIMATE QUESTION! Rigid Pavement Design Equation. Preventive Maintenance 2 Session 2 2-1

SMOOTH PAVEMENTS LAST LONGER! Diamond Grinding THE ULTIMATE QUESTION! Rigid Pavement Design Equation. Preventive Maintenance 2 Session 2 2-1 THE ULTIMATE QUESTION! Diamond Increased Pavement Performance and Customer Satisfaction Using Diamond How do I make limited budget dollars stretch and provide a highway system that offers a high level

More information

Modification of IPG Driver for Road Robustness Applications

Modification of IPG Driver for Road Robustness Applications Modification of IPG Driver for Road Robustness Applications Alexander Shawyer (BEng, MSc) Alex Bean (BEng, CEng. IMechE) SCS Analysis & Virtual Tools, Braking Development Jaguar Land Rover Introduction

More information

Holistic Approach to Heavy Vehicle Monitoring

Holistic Approach to Heavy Vehicle Monitoring Holistic Approach to Heavy Vehicle Monitoring Authors: Lily D. Poulikakos Empa, Lab for Road Eng./Sealing Components Kurt Heutschi, Empa, Lab for Acoustics Patrik Soltic, Empa Lab for Internal Combustion

More information

Impact of Overweight Traffic on Pavement Life Using WIM Data and Mechanistic- Empirical Pavement Analysis

Impact of Overweight Traffic on Pavement Life Using WIM Data and Mechanistic- Empirical Pavement Analysis Impact of Overweight Traffic on Pavement Life Using WIM Data and Mechanistic- Empirical Pavement Analysis HAO WANG, PhD, Assistant Professor JINGNAN ZHAO and ZILONG WANG, Graduate Research Assistant RUTGERS,

More information

FABV and Controllability impact of Autonomous Systems

FABV and Controllability impact of Autonomous Systems FABV and Controllability impact of Autonomous Systems Introduction and future application Jim Crawley Haldex Brake Products Ltd. 1 Presentation Content Contents Introduction to the Fast Acting brake valve

More information

JRS Dynamic Rollover Test Chevrolet Malibu

JRS Dynamic Rollover Test Chevrolet Malibu Page 1 of 61 JRS Dynamic Rollover Test 2009 Chevrolet Malibu Sponsored By: Automotive Safety Research Institute Charlottesville, VA. Vehicle Donated by: State Farm Insurance Company Chicago, IL. Introduction

More information

Lateral skid resistance in bends

Lateral skid resistance in bends Lateral skid resistance in bends Direction sensitivity of skid resistance in bends Marius Nagelhout 1 Study direction sensitivity of skid resistance in bends Reason for the study Skid resistance measuring

More information

HVTT15: Methodology for estimating road wear costs of heavy vehicles on a road network

HVTT15: Methodology for estimating road wear costs of heavy vehicles on a road network METHODOLOGY FOR ESTIMATING THE ROAD WEAR COST OF HEAVY VEHICLES ON A ROAD NETWORK L. KEMP CSIR Built Environment Transport Systems and Operations Graduate of the University of Pretoria Civil Engineering,

More information

Modeling of 17-DOF Tractor Semi- Trailer Vehicle

Modeling of 17-DOF Tractor Semi- Trailer Vehicle ISSN 2395-1621 Modeling of 17-DOF Tractor Semi- Trailer Vehicle # S. B. Walhekar, #2 D. H. Burande 1 sumitwalhekar@gmail.com 2 dhburande.scoe@sinhgad.edu #12 Mechanical Engineering Department, S.P. Pune

More information

Continuous Stribeck Curve Measurement Using Pin-on-Disk Tribometer

Continuous Stribeck Curve Measurement Using Pin-on-Disk Tribometer Continuous Stribeck Curve Measurement Using Pin-on-Disk Tribometer Prepared by Duanjie Li, PhD 6 Morgan, Ste156, Irvine CA 92618 P: 949.461.9292 F: 949.461.9232 nanovea.com Today's standard for tomorrow's

More information

ISO 15222:2011- Overview

ISO 15222:2011- Overview Informal document GRRF-71-06 (71st GRRF, 13-15 September 2011, agenda item 6(d)) ISO 15222:2011- Overview Images à recevoir Presented by Georges DIMITRI (ISO TC31/SC4-WG9 Chairman) for ISO/TC31 Tyres,

More information

Racing Tires in Formula SAE Suspension Development

Racing Tires in Formula SAE Suspension Development The University of Western Ontario Department of Mechanical and Materials Engineering MME419 Mechanical Engineering Project MME499 Mechanical Engineering Design (Industrial) Racing Tires in Formula SAE

More information

Monitoring of retextured concrete surfaces, M25 J10 to J8

Monitoring of retextured concrete surfaces, M25 J10 to J8 PUBLISHED PROJECT REPORT PPR843 Monitoring of retextured concrete surfaces, M25 J10 to J8 Final report P D Sanders Report details Report prepared for: Connect Plus Services Project/customer reference:

More information

Side Impact and Ease of Use Comparison between ISOFIX and LATCH. CLEPA Presentation to GRSP, Informal Document GRSP Geneva, May 2004

Side Impact and Ease of Use Comparison between ISOFIX and LATCH. CLEPA Presentation to GRSP, Informal Document GRSP Geneva, May 2004 Side Impact and Ease of Use Comparison between ISOFIX and LATCH CLEPA Presentation to GRSP, Informal Document GRSP- 35-1 9 Geneva, May 2004 1 Objective of test programme To objectively assess the comparison

More information

Tyre Endurance/Low Pressure Test

Tyre Endurance/Low Pressure Test Tyre Endurance/Low Pressure Test Test versions implemented by US DOT in 1960s (FMVSS 109) for use on passenger car tyres. Updated in June 2003 (FMVSS 139) to more closely represent real world worst-case

More information

Improving Heavy Vehicle Emergency Braking Systems. Jonathan Miller and David Cebon Cambridge University, UK

Improving Heavy Vehicle Emergency Braking Systems. Jonathan Miller and David Cebon Cambridge University, UK Improving Heavy Vehicle Emergency Braking Systems Jonathan Miller and David Cebon Cambridge University, UK Presentation Overview Introduction Sliding Mode Slip Control Friction and Brake Gain Estimation

More information

Modeling tire vibrations in ABS-braking

Modeling tire vibrations in ABS-braking Modeling tire vibrations in ABS-braking Ari Tuononen Aalto University Lassi Hartikainen, Frank Petry, Stephan Westermann Goodyear S.A. Tag des Fahrwerks 8. Oktober 2012 Contents 1. Introduction 2. Review

More information

Profiler Certification Process at the Virginia Smart Road

Profiler Certification Process at the Virginia Smart Road Pavement Surface Properties Consortium Profiler Certification Process at the Virginia Smart Road Center for Sustainable Transportation Infrastructure Outline Introduction Objectives Profiler Certification

More information

Measurement of Tire/Pavement Noise

Measurement of Tire/Pavement Noise Measurement of Tire/Pavement Noise 34 Hot Mix Asphalt Technology JANUARY/FEBRUARY 2005 Sound caused by transportation systems is the number one noise complaint. Figure 1 Wayside measurements Research in

More information

Rehabilitated PCC Surface Characteristics

Rehabilitated PCC Surface Characteristics Rehabilitated PCC Surface Characteristics Dr. W. James Wilde, P.E. Professor, Minnesota State University Director, Center for Transportation Research and Implementation Mankato, Minnesota Mr. Elliott Dick

More information

Robustness Analysis in Vehicle Ride Comfort

Robustness Analysis in Vehicle Ride Comfort Mercedes-Benz Research and Development India Robustness Analysis in Vehicle Ride Comfort Ragish Kalathil, Johannes Schaffner, Srikanth Kethu Date: 3 rd December, 2012 Mercedes-Benz Research and Development

More information

Analysis and control of vehicle steering wheel angular vibrations

Analysis and control of vehicle steering wheel angular vibrations Analysis and control of vehicle steering wheel angular vibrations T. LANDREAU - V. GILLET Auto Chassis International Chassis Engineering Department Summary : The steering wheel vibration is analyzed through

More information

Caltrans Implementation of PG Specs. Caltrans. Presentation Overview. HMA in California. Why, When & How? How will if affect YOU?

Caltrans Implementation of PG Specs. Caltrans. Presentation Overview. HMA in California. Why, When & How? How will if affect YOU? Caltrans Implementation of PG Specs PG - Performance Graded Presentation Overview Why, When & How? How will if affect YOU? Caltrans Local Agencies Industry Consultants HMA in California ~ 1 Ton HMA/Person/Yr

More information

Pavement Management Index Values Development of a National Standard. Mr. Douglas Frith Mr. Dennis Morian

Pavement Management Index Values Development of a National Standard. Mr. Douglas Frith Mr. Dennis Morian Pavement Management Index Values Development of a National Standard Mr. Douglas Frith Mr. Dennis Morian Pavement Evaluation Conference October 25-27, 2010 Background NCHRP 20-74A Development of Service

More information

Numerical modelling of the rutting and pavement response with non-uniform tyre/pavement contact stress distributions

Numerical modelling of the rutting and pavement response with non-uniform tyre/pavement contact stress distributions Appendix Appendix to RR384 Numerical modelling of the rutting and pavement response with non-uniform tyre/pavement contact stress distributions Research report Dr Sabine Werkmeister, Technische Universitaet

More information

TIRE - CONTRIBUTION TO TIRE - PAVEMENT INTERACTIONS REQUIREMENTS WITHIN THE BALANCE OF PERFORMANCES REQUIRED FOR A SUSTAINABLE MOBILITY

TIRE - CONTRIBUTION TO TIRE - PAVEMENT INTERACTIONS REQUIREMENTS WITHIN THE BALANCE OF PERFORMANCES REQUIRED FOR A SUSTAINABLE MOBILITY TIRE - CONTRIBUTION TO TIRE - PAVEMENT INTERACTIONS REQUIREMENTS WITHIN THE BALANCE OF PERFORMANCES REQUIRED FOR A SUSTAINABLE MOBILITY (Communication limited to passenger car tires) Dr. Joachim Neubauer

More information

WP5 - Computational Mechanics B1 (ESP-N2) Barrier Steel N2 MAIN REPORT Volume 2 of 2

WP5 - Computational Mechanics B1 (ESP-N2) Barrier Steel N2 MAIN REPORT Volume 2 of 2 ROBUST PROJECT TRL Limited WP5 - Computational Mechanics B1 (ESP-N2) Barrier Steel N2 Volume 2 of 2 November 2005 Doc. No.: ROBUST 5-014b Rev. 1. (Logo here) Main Report Report title: WP5 - Computational

More information

Goals. Software. Benefits. We can create and evaluate multiple vehicle setups for a track. OptimumDynamics - Case Study Track Study

Goals. Software. Benefits. We can create and evaluate multiple vehicle setups for a track. OptimumDynamics - Case Study Track Study OptimumDynamics - Case Study Track Study Goals Minimize engaging bump stops in specific zones. Minimize LLTD variation Software OptimumDynamics Microsoft Excel Benefits Track Map Visualization Full vehicle

More information

Pedestrian Autonomous Emergency Braking Test Protocol (Version 1) December 2018

Pedestrian Autonomous Emergency Braking Test Protocol (Version 1) December 2018 Pedestrian Autonomous Emergency Braking Test Protocol (Version 1) December 2018 Contents DOCUMENT REVISION HISTORY... ii SUMMARY... 1 TEST ENVIRONMENT... 1 Surface and Markings... 1 Surroundings... 2 Ambient

More information

ITEM 585 RIDE QUALITY FOR PAVEMENT SURFACES Description. Measure and evaluate the ride quality of pavement surfaces.

ITEM 585 RIDE QUALITY FOR PAVEMENT SURFACES Description. Measure and evaluate the ride quality of pavement surfaces. ITEM 585 RIDE QUALITY FOR PAVEMENT SURFACES 585.1. Description. Measure and evaluate the ride quality of pavement surfaces. 585.2. Equipment. A. Surface Test Type A. Provide a 10-ft. straightedge. B. Surface

More information

E/ECE/324/Rev.2/Add.108/Rev.1/Amend.2 E/ECE/TRANS/505/Rev.2/Add.108/Rev.1/Amend.2

E/ECE/324/Rev.2/Add.108/Rev.1/Amend.2 E/ECE/TRANS/505/Rev.2/Add.108/Rev.1/Amend.2 7 December 2017 Agreement Concerning the Adoption of Harmonized Technical United Nations Regulations for Wheeled Vehicles, Equipment and Parts which can be Fitted and/or be Used on Wheeled Vehicles and

More information

POWER MEASUREMENT AND ROAD LOAD DATA ACQUISITION FOR SPEED EPACS

POWER MEASUREMENT AND ROAD LOAD DATA ACQUISITION FOR SPEED EPACS POWER MEASUREMENT AND ROAD LOAD DATA ACQUISITION FOR SPEED EPACS Investigation regarding vehicle structure integrity for cycles designed to pedal of vehicle category L1e-B and ratio of auxiliary propulsion

More information

Rutting of Caltrans Asphalt Concrete and Asphalt-Rubber Hot Mix. Under Different Wheels, Tires and Temperatures Accelerated

Rutting of Caltrans Asphalt Concrete and Asphalt-Rubber Hot Mix. Under Different Wheels, Tires and Temperatures Accelerated DRAFT Rutting of Caltrans Asphalt Concrete and Asphalt-Rubber Hot Mix Under Different Wheels, Tires and Temperatures Accelerated Pavement Testing Evaluation Report Prepared for CALIFORNIA DEPARTMENT OF

More information

Full Vehicle Durability Prediction Using Co-simulation Between Implicit & Explicit Finite Element Solvers

Full Vehicle Durability Prediction Using Co-simulation Between Implicit & Explicit Finite Element Solvers Full Vehicle Durability Prediction Using Co-simulation Between Implicit & Explicit Finite Element Solvers SIMULIA Great Lakes Regional User Meeting Oct 12, 2011 Victor Oancea Member of SIMULIA CTO Office

More information

Influence of Vehicle Speed on Dynamic Loads and Pavement Response

Influence of Vehicle Speed on Dynamic Loads and Pavement Response TRANSPORTATION RESEARCH RECORD 141 17 Influence of Vehicle Speed on Dynamic Loads and Pavement Response PETER E. EBAALY AND NADER TABATABAEE Weigh-in-motion systems have been used extensively to measure

More information

PRODUCT INFORMATION. VZ Light Commercial Vehicles Ute, Crewman and One Tonner

PRODUCT INFORMATION. VZ Light Commercial Vehicles Ute, Crewman and One Tonner 23 August 2004 PRODUCT INFORMATION VZ Light Commercial Vehicles Ute, Crewman and One Tonner Development Cost $11 million. Quality Validation 1.6 million durability and test kilometres (VZ sedans) 113,000

More information

Case study on Carbon Fiber spring suspension for FORD ENDEVOUR THUNDER+

Case study on Carbon Fiber spring suspension for FORD ENDEVOUR THUNDER+ Case study on Fiber spring suspension for FORD ENDEVOUR THUNDER+ Krishna Balamurali (M.S Automotive Engineering) Principal Engineer, NV Dynamnics Abstract: Most of the SUV s (sports utility vehicles) available

More information

EFFECT OF PAVEMENT CONDITIONS ON FUEL CONSUMPTION, TIRE WEAR AND REPAIR AND MAINTENANCE COSTS

EFFECT OF PAVEMENT CONDITIONS ON FUEL CONSUMPTION, TIRE WEAR AND REPAIR AND MAINTENANCE COSTS EFFECT OF PAVEMENT CONDITIONS ON FUEL CONSUMPTION, TIRE WEAR AND REPAIR AND MAINTENANCE COSTS Graduate of Polytechnic School of Tunisia, 200. Completed a master degree in 200 in applied math to computer

More information

POWERTRAIN SOLUTIONS FOR ELECTRIFIED TRUCKS AND BUSES

POWERTRAIN SOLUTIONS FOR ELECTRIFIED TRUCKS AND BUSES POWERTRAIN SOLUTIONS FOR ELECTRIFIED TRUCKS AND BUSES PDiM 2017 (Heimo Schreier) Burak Aliefendioglu Fredrik Haag AVL H. Schreier, B Aliefendioglu, F. Haag PDIM 2017 30 November 2017 1 TRUCK & BUS ELECTRIFICATION

More information

High Speed Fuse Applications Module 5

High Speed Fuse Applications Module 5 High Speed Fuse Applications Module 5 Power Semiconductors GTO SSR Semiconductors: High speed electronic switches used to manipulate electrical power Diode Thyristor IGBT Module 5 - page 2 2 Application

More information

QUESTION / CLARIFICATION

QUESTION / CLARIFICATION Page 1 of 6 TITLE MINIMUM BRAKE PERFORMANCE OF DISC BRAKED WAGONS ORIGINATOR TÜV RHEINLAND INTERTRAFFIC GMBH SUBJECT RELATED TO CR TSI WAG DOC NO (2006/861/EC) DESCRIPTION AND BACKGROUND EXPLANATION Scope:

More information

Methodologies and Examples for Efficient Short and Long Duration Integrated Occupant-Vehicle Crash Simulation

Methodologies and Examples for Efficient Short and Long Duration Integrated Occupant-Vehicle Crash Simulation 13 th International LS-DYNA Users Conference Session: Automotive Methodologies and Examples for Efficient Short and Long Duration Integrated Occupant-Vehicle Crash Simulation R. Reichert, C.-D. Kan, D.

More information

Development of long life structural asphalt

Development of long life structural asphalt Build something great Development of long life structural asphalt Trevor Distin Sustainability opportunities for the asphalt industry Reusing RAP Preservation of raw materials bitumen & aggregates However

More information

JRS Dynamic Rollover Test Toyota Prius

JRS Dynamic Rollover Test Toyota Prius Page 1 of 62 JRS Dynamic Rollover Test 2010 Toyota Prius Sponsored By: Automotive Safety Research Institute Charlottesville, VA. Vehicle Donated by: State Farm Insurance Company Chicago, IL. Introduction

More information

COMPARING RUTTING PERFORMANCE UNDER A HEAVY VEHICLE SIMULATOR TO RUTTING PERFORMANCE AT THE NCAT PAVEMENT TEST TRACK. Dr. R. Buzz Powell, P.E.

COMPARING RUTTING PERFORMANCE UNDER A HEAVY VEHICLE SIMULATOR TO RUTTING PERFORMANCE AT THE NCAT PAVEMENT TEST TRACK. Dr. R. Buzz Powell, P.E. COMPARING RUTTING PERFORMANCE UNDER A HEAVY VEHICLE SIMULATOR TO RUTTING PERFORMANCE AT THE NCAT PAVEMENT TEST TRACK By Dr. R. Buzz Powell, P.E. Assistant Director and Test Track Manager for The National

More information

EFFECTS OF DUAL VERSUS SUPER SINGLE TRUCK TIRE ON FLEXIBLE PAVEMENT PERFORMANCE; A MECHANISTICAPPROACH

EFFECTS OF DUAL VERSUS SUPER SINGLE TRUCK TIRE ON FLEXIBLE PAVEMENT PERFORMANCE; A MECHANISTICAPPROACH EFFECTS OF DUAL VERSUS SUPER SINGLE TRUCK TIRE ON FLEXIBLE PAVEMENT PERFORMANCE; A MECHANISTICAPPROACH Ahmad M. Abu Abdo Department of Civil and Infrastructure Engineering, American University of Ras Al

More information

REPEATABILITY OF CPX TYRE/ROAD NOISE MEASUREMENTS. Gillian Adams, Frits Kamst and Stephen Pugh ASK Consulting Engineers, Brisbane, Australia

REPEATABILITY OF CPX TYRE/ROAD NOISE MEASUREMENTS. Gillian Adams, Frits Kamst and Stephen Pugh ASK Consulting Engineers, Brisbane, Australia ICSV14 Cairns Australia 9-12 July, 2007 REPEATABILITY OF CPX TYRE/ROAD NOISE MEASUREMENTS Gillian Adams, Frits Kamst and Stephen Pugh ASK Consulting Engineers, Brisbane, Australia frits@askce.com ABSTRACT

More information

Special edition paper

Special edition paper Efforts for Greater Ride Comfort Koji Asano* Yasushi Kajitani* Aiming to improve of ride comfort, we have worked to overcome issues increasing Shinkansen speed including control of vertical and lateral

More information

Asphalt Pavement Analyzer (APA)

Asphalt Pavement Analyzer (APA) Updated 01-01-15 Pavement Technology, Inc. 9308-A INDUSTRIAL DRIVE COVINGTON, GA 30014 TELEPHONE (770) 388-0909 - FAX (770) 388-0149 Asphalt Pavement Analyzer (APA) Rutted Superpave Cylindrical Asphalt

More information

Nowaday s most of the agricultural operations are

Nowaday s most of the agricultural operations are RESEARCH PAPER International Journal of Agricultural Engineering Volume 6 Issue 2 October, 2013 375 379 Effect of ballast and tire inflation pressure on wheel slip Received : 22.04.2013; Revised : 23.09.2013;

More information

LCN ACN-PCN

LCN ACN-PCN 7.0 PAVEMENT DATA 7.1 General Information 7.2 Footprint 7.3 Maximum Pavement Loads 7.4 Landing Gear Loading on Pavement 7.5 Flexible Pavement Requirements 7.6 Flexible Pavement Requirements, LCN Conversion

More information

Field Verification of Smoothness Requirements for Weigh-In-Motion Approaches

Field Verification of Smoothness Requirements for Weigh-In-Motion Approaches Field Verification of Smoothness Requirements for Weigh-In-Motion Approaches by Dar-Hao Chen, Ph.D., P.E. and Feng Hong, Ph.D. Report DHT-48 Construction Division Texas Department of Transportation May

More information

Analyzing Effect of Tire Groove Patterns on Hydroplaning Speed

Analyzing Effect of Tire Groove Patterns on Hydroplaning Speed Analyzing Effect of Tire Groove Patterns on Hydroplaning Speed S. Santosh KUMAR KUMAR Anupam Graduate Researcher Graduate Researcher Department of Civil Engineering Department of Civil Engineering National

More information

Chrono::Vehicle Tutorial Co simulation framework

Chrono::Vehicle Tutorial Co simulation framework Chrono::Vehicle Tutorial Co simulation framework 1 Tire test rig (2 way) co simulation framework Rig node Simulates rig mechanism + deformable tire (ANCF) Terrain interaction through external applied tire

More information

NCAT Report EFFECT OF FRICTION AGGREGATE ON HOT MIX ASPHALT SURFACE FRICTION. By Pamela Turner Michael Heitzman

NCAT Report EFFECT OF FRICTION AGGREGATE ON HOT MIX ASPHALT SURFACE FRICTION. By Pamela Turner Michael Heitzman NCAT Report 13-09 EFFECT OF FRICTION AGGREGATE ON HOT MIX ASPHALT SURFACE FRICTION By Pamela Turner Michael Heitzman July 2013 EFFECT OF FRICTION AGGREGATE ON HOT MIX ASPHALT SURFACE FRICTION By Pamela

More information

CALIBRATION OF ALBERTA FATIGUE TRUCK

CALIBRATION OF ALBERTA FATIGUE TRUCK CALIBRATION OF ALBERTA FATIGUE TRUCK Gilbert Grondin, Senior Bridge Engineer, AECOM Canada Ltd Admasu Desalegne, Bridge Engineer, AECOM Canada Ltd Bob Ramsay, Bridge Technical Director, AECOM Canada Ltd

More information

Structural Considerations in Moving Mega Loads on Idaho Highways

Structural Considerations in Moving Mega Loads on Idaho Highways 51 st Annual Idaho Asphalt Conference October 27, 2011 Structural Considerations in Moving Mega Loads on Idaho Highways By: Harold L. Von Quintus, P.E. Focus: Overview mechanistic-empirical procedures

More information

Australian Pole Side Impact Research 2010

Australian Pole Side Impact Research 2010 Australian Pole Side Impact Research 2010 A summary of recent oblique, perpendicular and offset perpendicular pole side impact research with WorldSID 50 th Thomas Belcher (presenter) MarkTerrell 1 st Meeting

More information

PREPARATION, TESTING AND COMPARISON OF FRICTION COMPOSITES. Nanotechnology Centre, VŠB-Technical University of Ostrava, Czech Republic

PREPARATION, TESTING AND COMPARISON OF FRICTION COMPOSITES. Nanotechnology Centre, VŠB-Technical University of Ostrava, Czech Republic PREPARATION, TESTING AND COMPARISON OF FRICTION COMPOSITES Marek Krygel 1, Miroslav Vaculik 1,2, Jana Kukutschova 1,2, Peter Filip 1 1 Nanotechnology Centre, VŠB-Technical University of Ostrava, Czech

More information

Industry/PennDOT Initiative On Performance Testing. AN UPDATE January 22, 2019

Industry/PennDOT Initiative On Performance Testing. AN UPDATE January 22, 2019 Industry/PennDOT Initiative On Performance Testing AN UPDATE January 22, 2019 Outline Testing Modes A Review of Semi-Circular Bend (SCB) Test PA Industry Initiative on SCB Results & Observations Next Steps

More information

Table Standardized Naming Convention for ERD Files

Table Standardized Naming Convention for ERD Files S-1 (2399) PAVEMENT SURFACE SMOOTHNESS (2013 version) DO NOT REMOVE THIS. IT NEEDS TO STAY IN FOR THE CONTRACTORS. Always use with SP2005-111 (CONCRETE PAVING MIX SPECIFICATIONS PAVEMENT) and SP2005-140

More information

Darwin-ME Status and Implementation Efforts_IAC09

Darwin-ME Status and Implementation Efforts_IAC09 Darwin-ME Status and Implementation Efforts_IAC9 What s Being Used (7 survey) Asphalt Design: MEPDG Darwin-ME Status and Implementation Efforts Idaho Asphalt Conference October, 9 Does SHA Use or Plan

More information

Courtesy of CMA/Flodyne/Hydradyne Motion Control Hydraulic Pneumatic Electrical Mechanical (800)

Courtesy of CMA/Flodyne/Hydradyne Motion Control Hydraulic Pneumatic Electrical Mechanical (800) 01_1 Miniature st Headline_36 Ball Rail pt/14.4 Systems mm second line 2 Linear Motion and Assembly Technologies Miniature Ball Rail Systems Ball Rail Systems Roller Rail Systems Linear Bushings and Shafts

More information

JRS Dynamic Rollover Test Scion xb

JRS Dynamic Rollover Test Scion xb Page 1 of 57 JRS Dynamic Rollover Test 2008 Scion xb Sponsored By: Automotive Safety Research Institute Charlottesville, VA. Introduction Page 2 of 57 Center for Injury Research conducted a JRS dynamic

More information

Effect of wide specialty tires on flexible pavement damage

Effect of wide specialty tires on flexible pavement damage Effect of wide specialty tires on flexible pavement damage Jean-Pascal Bilodeau, ing., Ph.D. Research engineer Department of civil engineering Laval University Guy Doré, ing., Ph.D. Professor Department

More information

PNEUMATIC TIRES FOR THE CONSTRUCTION INDUSTRY

PNEUMATIC TIRES FOR THE CONSTRUCTION INDUSTRY PNEUMATIC TIRES FOR THE CONSTRUCTION INDUSTRY NOTES 2 TRELLEBORG CONSTRUCTION SERIES PNEUMATIC TIRES The Construction Series from Trelleborg is a range of tires, tracks and wheels built for the most demanding

More information

NCHRP Project Short- and Long-Term Binder Aging Methods to Accurately Reflect Aging in Asphalt Mixtures

NCHRP Project Short- and Long-Term Binder Aging Methods to Accurately Reflect Aging in Asphalt Mixtures NCHRP Project 9-61 Short- and Long-Term Binder Aging Methods to Accurately Reflect Aging in Asphalt Mixtures Ramon Bonaquist, P.E. Research Team Ramon Bonaquist - PI Western Research Insititute Jeramie

More information

Pedestrian Autonomous Emergency Braking Test Protocol (Version II) February 2019

Pedestrian Autonomous Emergency Braking Test Protocol (Version II) February 2019 Pedestrian Autonomous Emergency Braking Test Protocol (Version II) February 2019 Contents DOCUMENT REVISION HISTORY... ii SUMMARY... 1 TEST ENVIRONMENT... 2 Surface and Markings... 2 Surroundings... 2

More information

Improvement of Vehicle Dynamics by Right-and-Left Torque Vectoring System in Various Drivetrains x

Improvement of Vehicle Dynamics by Right-and-Left Torque Vectoring System in Various Drivetrains x Improvement of Vehicle Dynamics by Right-and-Left Torque Vectoring System in Various Drivetrains x Kaoru SAWASE* Yuichi USHIRODA* Abstract This paper describes the verification by calculation of vehicle

More information

NUMERICAL PREDICTION OF THREE-DIMENSIONAL TIRE- PAVEMENT CONTACT STRESSES

NUMERICAL PREDICTION OF THREE-DIMENSIONAL TIRE- PAVEMENT CONTACT STRESSES CIVIL ENGINEERING STUDIES Illinois Center for Transportation Series No. ICT-17-004 UILU-ENG- UILU-ENG-2017-2004 ISSN: 0197-9191 NUMERICAL PREDICTION OF THREE-DIMENSIONAL TIRE- PAVEMENT CONTACT STRESSES

More information