Use of the ASTM SRTT for Standardized OBSI Measurement

Size: px
Start display at page:

Download "Use of the ASTM SRTT for Standardized OBSI Measurement"

Transcription

1 Use of the ASTM SRTT for Standardized OBSI Measurement OBSI Workshop TRB 89 th Annual Meeting Paul R. Donavan Illingworth & Rodkin, Inc.

2 US Standard Test Tire Migration Goodyear Aquatred 3 P205/70R15 UniRoyal SRTT P225/60R16

3 Issues for a Benchmark Tire n Long term & international availability n Variation between identical tires n Change in noise generation over time n Break-in & warm-up period n Relationship to other, in-service tires

4 ATSM Standard Reference Test Tire (SRTT) n SRTT To be constructed for 10 years n UniRoyal Tiger Paw brand, supplier is Michelin n Use in the US & Europe n Can be ordered internationally n Relatively high cost tire

5 SRTT Specification n Durometer hardness Type A 64 ± 2 Equilibrium temperature 73.4ºF ± 3.6º Average of 4 ribs center rib excluded n Storage Not to exceed 70ºF Limit ozone exposure n Wheel rim width 6.5 ± 0.5 n Current cost ~ $400

6 Tire-to-Tire Variation nsix tires of different age/mileage Two used in testing previously (~700 & 125 mi) Four new to be used for passby testing n Pavements (7 total) DGAC one typical (two directions), one course OGAC two directions of travel PCC one longitudinally tined, one ground naverage of three runs

7 SRTT Test Tires (2007) Designation Manufacturer Date Purchase Date Application Km at Start Average Hardness SRTT #1 Oct-05 Mar-06 Secondary OBSI ~ SRTT #2 Oct-05 Mar-06 Primary OBSI ~ LF Passby Jul-06 Oct-06 Passby tire 0 64 LR Passby Jul-06 Oct-06 Passby tire 0 65 RF Passby Jul-06 Oct-06 Passby tire 0 64 RR Passby Jul-06 Oct-06 Passby tire 0 64 Date of Testing = May 2007

8 Sound Intensity Level, dba SRTT Tire-to-Tire Variation (2007) Ranges SRTT #1 0.5 to 1.1 db SRTT #2 Average LF Passby Range Tire 0.8 db LR Passby Tire Average RF Passby Standard Deviation RR Passby 0.3 TiredB 96 DGAC EB OGAC EB OGAC WB DGAC WB Long. Tined PCC Ground PCC AC

9 SRTT Test Tires 2007 & 2008 Designation Manufacturer Date Purchase Date Application Km at Start Average Durometer SRTT #1 Oct-05 Mar-06 Primary OBSI ~ SRTT #2 Oct-05 Mar-06 Secondary OBSI ~ LF Passby Jul-06 Oct-06 Passby tire 0 64 LR Passby Jul-06 Oct-06 Passby tire 0 65 RF Passby Jul-06 Oct-06 Passby tire 0 64 RR Passby Jul-06 Oct-06 Passby tire 0 64 SRTT #1 Oct-05 Mar-06 Secondary OBSI ~ RR Passby Jul-06 Oct-06 Passby tire ~ SRTT #3 Oct-07 Oct-08 New Backup 0 62

10 SRTT Tire-to-Tire Variation (2008) 104 RR Passby Tire (std dev = 0.2 db) 103 SRTT #3 (std dev = 0.3 db) Sound Intensity Level, dba to 1 Line Sound Intensity Level, dba - SRTT #1

11 Change in Noise over Time ntire durometer hardness (tire aging) Noise increases with hardness Hardness increases with aging Reported effect ~ 2 db per 10 durometer numbers Hardness increases at higher rate with exposure to higher temperature and ozone amounts ntread depth (tire wear) Inconsistent trends Results varying with test surface nvery limited data specific to the SRTT

12 Variation in Level 5/2007 to 10/2008 Sound Intensity Level, dba 106 SRTT # SRTT # RR Passby Tire 2007 RR Passby Tire DGAC EB OGAC EB OGAC WB DGAC WB Long. Tined PCC Ground PCC

13 Variation by Tire & Age Burlap Drag PCC SRTT 1 Passby SRTT SRTT 2 SRTT 3 NCHRP SRTT Overall OBSI Level, dba Apr 07 Oct 07 Nov 07 Oct 08 Oct 09 Date of Test

14 Variation by Tire & Age Overall OBSI Level, dba Ground PCC SRTT 1 Passby SRTT SRTT 2 SRTT 3 NCHRP SRTT Apr 07 Oct 07 Nov 07 Oct 08 Oct 09 Date of Test

15 Tire Comparsions Goodyear Aquatred 3 P205/70R15 Dunlop SP Winter Sport 3 P225/60R16 UniRoyal SRTT P225/60R16

16 Comparison of Tire OBSI Levels Aquatred (std dev = 0.3 db) 108 Dunlop M3 (std dev = 0.6 db) Sound Intensity Level, dba to 1 Line Sound Intensity Level, dba - SRTT

17 Comparison to SPB Results n12 sites measured nmix of AC and PCC nmeasured Statistical passbys for light vehicles Controlled passbys for test vehicle with SRTT tires nexamples for 7.5m microphone PCC longitudinally tines DGAC 5 years old Porous AC 1 year old

18 SRTT CPB & SPB Results - DGAC CPB with SRTT Light Vehicle SPB Sound Pressure Level, dba Speed, km/hr

19 SRTT CPB & SPB Results Porous AC 95 CPB with SRTT 90 Light Vehicle SPB Sound Pressure Level, dba Speed, km/hr

20 SRTT CPB & SPB Results PCC 95 CPB with SRTT 90 Light Vehicle SPB Sound Pressure Level, dba Speed, km/hr

21 SRTT CPB & SPB Results 12 Sites SPB Sound Pressure Level, dba Constant Offset Fit: Offset = 2.7 db Std Dev = 0.9 db y = 0.93x R 2 = CPB Sound Pressure Level, dba

22 OBSI & CPB for Hard Sites 25 ft Sound Pressure Level, dba Medium Texture Fine Texture Transverse Texture Constant Offset Linear Regression Slope =.94 R 2 = 0.94 Offset = 23.7 Std Dev = OBSI Level, dba

23 Summary: SRTT as a benchmark tire nlong term availability nrank orders pavements similar to other tires (lower absolute levels) nlow tire-to-tire variation Varies with pavement Average range of 6 tires = 0.8 db nperformance maintained under moderate usage up to at least 1½ years

NCHRP Project 1-44: Measuring Tire-Pavement Noise at the Source APPENDIX C. Results of Test Parameter Evaluation

NCHRP Project 1-44: Measuring Tire-Pavement Noise at the Source APPENDIX C. Results of Test Parameter Evaluation NCHRP Project 1-44: Measuring Tire-Pavement Noise at the Source APPENDIX C Results of Test Parameter Evaluation Introduction As a portion of the overall research work, an examination of test variables

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

Beyond the Specifications: Best Practices for OBSI Measurement

Beyond the Specifications: Best Practices for OBSI Measurement Beyond the Specifications: Best Practices for OBSI Measurement Dana M. Lodico, PE Lodico Acoustics LLC TRB 89 th Annual Meeting Washington D.C. January 10, 2010 Topics Results of OBSI parameter testing

More information

OBSI and How it is Being Used in Texas. Presented by: John Wirth from TxDOT At RPUG Conference 10/28/2008

OBSI and How it is Being Used in Texas. Presented by: John Wirth from TxDOT At RPUG Conference 10/28/2008 OBSI and How it is Being Used in Texas Presented by: John Wirth from TxDOT At RPUG Conference 10/28/2008 What is OBSI? On-Board Sound Intensity Standard Method of Test for Measurement of Tire/Pavement

More information

Vehicle noise functional performance indicators using tire sound intensity

Vehicle noise functional performance indicators using tire sound intensity Vehicle noise functional performance indicators using tire sound intensity Paul Donavan 1 ; Carrie Janello 2 1,2 Illingworth & Rodkin, Inc., USA ABSTRACT Tire noise plays an important role in the noise

More information

Reduction of vehicle noise at lower speeds due to a porous open-graded asphalt pavement

Reduction of vehicle noise at lower speeds due to a porous open-graded asphalt pavement Reduction of vehicle noise at lower speeds due to a porous open-graded asphalt pavement Paul Donavan 1 1 Illingworth & Rodkin, Inc., USA ABSTRACT Vehicle noise measurements were made on an arterial roadway

More information

Reduction of Vehicle Noise at Lower Speeds Due to Quieter Pavement. By Paul R Donavan

Reduction of Vehicle Noise at Lower Speeds Due to Quieter Pavement. By Paul R Donavan Reduction of Vehicle Noise at Lower Speeds Due to Quieter Pavement By Paul R Donavan Project Description To Quarry Noise complaints along Pt. San Pedro Road in Marin County, CA Quarry traffic along 4 mile

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

Commercial-in-Confidence Ashton Old Baths Financial Model - Detailed Cashflow

Commercial-in-Confidence Ashton Old Baths Financial Model - Detailed Cashflow Year 0 1 2 3 4 5 6 7 8 9 10 11 12 13 Oct-16 Nov-16 Dec-16 Jan-17 Feb-17 Mar-17 Apr-17 May-17 Jun-17 Jul-17 Aug-17 Sep-17 Oct-17 2,038 2,922 4,089 4,349 6,256 7,124 8,885 8,885 8,885 8,885 8,885 8,885 9,107

More information

MN Roads Low Volume Road Testing to Validate the Purdue TPTA Textures and Predicted Joint Effects

MN Roads Low Volume Road Testing to Validate the Purdue TPTA Textures and Predicted Joint Effects AMERICAN CONCRETE PAVEMENT ASSOCIATION MN Roads Low Volume Road Testing to Validate the Purdue TPTA Textures and Predicted Joint Effects Workplan Prepared by Larry Scofield American Concrete Pavement Association

More information

VEHICLES I: RATING SYSTEM DEVELOPMENT

VEHICLES I: RATING SYSTEM DEVELOPMENT THE INTERNATIONAL TIRE EXHIBITION & CONFERENCE 1725 MERRIMAN ROAD AKRON OHIO 44313-9006 PHONE: 330-836-9180 FAX: 330-836-1005 WWW.RUBBERNEWS.COM TIRE ROLLING RESISTANCE FOR LIGHT VEHICLES I: SELECTION

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

High Friction Surfaces and Other Innovative Pavement Surface Treatments for Reduced Highway Noise

High Friction Surfaces and Other Innovative Pavement Surface Treatments for Reduced Highway Noise High Friction Surfaces and Other Innovative Pavement Surface Treatments for Reduced Highway Noise Bebe Resendez The Transtec Group, Inc. July 20-23, 2008 ADC40 Summer Meeting Key West, Florida What are

More information

1459 Bessemer Dr, El Paso, TX 79936

1459 Bessemer Dr, El Paso, TX 79936 Company Name SISD Vendor Number Company Contact Address, City, State, Zip Phone: Fax: Email: Web Page Deviations Warranty Period Return Policy Delivery FREIGHT: The district requests that all deliveries

More information

COMPARISON OF FIXED & VARIABLE RATES (25 YEARS) CHARTERED BANK ADMINISTERED INTEREST RATES - PRIME BUSINESS*

COMPARISON OF FIXED & VARIABLE RATES (25 YEARS) CHARTERED BANK ADMINISTERED INTEREST RATES - PRIME BUSINESS* COMPARISON OF FIXED & VARIABLE RATES (25 YEARS) 2 Fixed Rates Variable Rates For Internal Use Only. FIXED RATES OF THE PAST 25 YEARS AVERAGE RESIDENTIAL MORTGAGE LENDING RATE - 5 YEAR* (Per cent) Year

More information

COMPARISON OF FIXED & VARIABLE RATES (25 YEARS) CHARTERED BANK ADMINISTERED INTEREST RATES - PRIME BUSINESS*

COMPARISON OF FIXED & VARIABLE RATES (25 YEARS) CHARTERED BANK ADMINISTERED INTEREST RATES - PRIME BUSINESS* COMPARISON OF FIXED & VARIABLE RATES (25 YEARS) 2 Fixed Rates Variable Rates FIXED RATES OF THE PAST 25 YEARS AVERAGE RESIDENTIAL MORTGAGE LENDING RATE - 5 YEAR* (Per cent) Year Jan Feb Mar Apr May Jun

More information

Network Level Friction and Texture in the US. Dr. Edgar de León Izeppi Research Scientist, VTTI

Network Level Friction and Texture in the US. Dr. Edgar de León Izeppi Research Scientist, VTTI Network Level Friction and Texture in the US Dr. Edgar de León Izeppi Research Scientist, VTTI PFMP Research Group Center for Sustainable Transportation Infrastructure (CSTI) at the Virginia Tech Transportation

More information

TRB WEBINAR PROGRAM. Highway Rumble Strips: Approaches to Balancing Public Safety and Community Noise. Tuesday, March 28, :00-3:30 PM ET

TRB WEBINAR PROGRAM. Highway Rumble Strips: Approaches to Balancing Public Safety and Community Noise. Tuesday, March 28, :00-3:30 PM ET TRB WEBINAR PROGRAM Highway Rumble Strips: Approaches to Balancing Public Safety and Community Noise Tuesday, March 28, 2017 2:00-3:30 PM ET The Transportation Research Board has met the standards and

More information

IMPLICATION OF TIME-DEPENDENT TEXTURE-DEGRADATION ON PAVEMENT ON- BOARD-SOUND-INTENSITY PATTERNS IN MNROAD TEST CELLS

IMPLICATION OF TIME-DEPENDENT TEXTURE-DEGRADATION ON PAVEMENT ON- BOARD-SOUND-INTENSITY PATTERNS IN MNROAD TEST CELLS IMPLICATION OF TIME-DEPENDENT TEXTURE-DEGRADATION ON PAVEMENT ON- BOARD-SOUND-INTENSITY PATTERNS IN MNROAD TEST CELLS Lev Khazanovich, PhD Associate Professor Department of Civil Engineering University

More information

Evaluation of Grind and Groove (Next Generation Concrete Surface) Pilot Projects in California

Evaluation of Grind and Groove (Next Generation Concrete Surface) Pilot Projects in California November 2012 Research Report: UCPRC-RR-2013-01 Evaluation of Grind and Groove (Next Generation Concrete Surface) Pilot Projects in California Authors: Irwin M. Guada, Arash Rezaei, John T. Harvey, and

More information

ISU-FHWA-ACPA Concrete Pavement Surface Characteristics Program Part 2: Preliminary Field Data Collection

ISU-FHWA-ACPA Concrete Pavement Surface Characteristics Program Part 2: Preliminary Field Data Collection ISU-FHWA-ACPA Concrete Pavement Surface Characteristics Program Part 2: Preliminary Field Data Collection Final Report August 2007 Co-sponsored by the Federal Highway Administration and the American Concrete

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

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

Measurements of the vertical distribution of truck noise sources during highway cruise pass-bys using acoustic beam-forming

Measurements of the vertical distribution of truck noise sources during highway cruise pass-bys using acoustic beam-forming Donavan, P. and Rymer, B. Page Measurements of the vertical distribution of truck noise sources during highway cruise pass-bys using acoustic beam-forming Paul R. Donavan, ScD. (Corresponding author) Sr.

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

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

Drag Factors in Spins and on Hills

Drag Factors in Spins and on Hills Drag Factors in Spins and on Hills John Daily Jackson Hole Scientific Investigations, Inc. Box 2206 Jackson, WY 83001 (307) 733-4559 jhsi@rmisp.com Drag Factor Adjustment Adjusting the drag factor for

More information

THE NETHERLANDS (N E D E R L A N D) COMMUNICATION

THE NETHERLANDS (N E D E R L A N D) COMMUNICATION Vehicle Technology Division THE NETHERLANDS (N E D E R L A N D) COMMUNICATION Concerning (1) - approval granted - approval extended - approval refused - approval withdrawn - production definitely discontinued

More information

TABLE OF CONTENTS. Appendix 1 Correlation analysis ISO surfaces.48 Appendix 2 Correlation analysis SMA surfaces.. 50

TABLE OF CONTENTS. Appendix 1 Correlation analysis ISO surfaces.48 Appendix 2 Correlation analysis SMA surfaces.. 50 2 TABLE OF CONTENTS 1 Introduction...4 2 Tyres...5 3 Measurement set-up...5 4 Measurement results...7 4.1 Result from the ISO surface...7 4.2 Influence of wheel track...10 4.3 Comparison with the SPERoN

More information

General Vehicle Information

General Vehicle Information Vehicle #3921 Chevrolet Equinox (2CNALBEW8A6XXXXXX) Inspection Date: 1-Feb-211 Year 21 Make Model Body Style HVE Display Name: Year Range: Sisters and Clones: Vehicle Category: Vehicle Class: VIN: Date

More information

BOARD OF COUNTY COMMISSIONERS AGENDA ITEM SUMMARY. Consent Workshop [ ]

BOARD OF COUNTY COMMISSIONERS AGENDA ITEM SUMMARY. Consent Workshop [ ] - _j POSTPONED FROM THE JANUARY 14 BCC MEETING Agenda Item #5,::.. I BOARD OF COUNTY COMMISSIONERS AGENDA ITEM SUMMARY Meeting Date: February 4, 2014 [ ] [ ] Department: Submitted By: Engineering & Public

More information

Effect of road surfaces on road traffic noise on the public roads of Japan. --An investigation based on tyre/road noise measurement--

Effect of road surfaces on road traffic noise on the public roads of Japan. --An investigation based on tyre/road noise measurement-- Effect of road surfaces on road traffic noise on the public roads of Japan --An investigation based on tyre/road noise measurement-- Hiroshi Koike 1 ; Akiyoshi Ito 2 1,2 Japan Automobile Research Institute,

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

FOREWORD. (Formal clauses will be added later)

FOREWORD. (Formal clauses will be added later) For comments only Draft Indian Standard AUTOMOTIVE VEHICLES METHODS OF MEASUREMENT OF BRAKING COEFFICIENT OF ROAD SURFACES PART 1 SRTT METHOD Not to be reproduced or used as a standard Last date for sending

More information

(Non-legislative acts) REGULATIONS

(Non-legislative acts) REGULATIONS 9.3.2011 Official Journal of the European Union L 62/1 II (Non-legislative acts) REGULATIONS COMMISSION REGULATION (EU) No 228/2011 of 7 March 2011 amending Regulation (EC) No 1222/2009 of the European

More information

ROSANNE Results after 2 years of project duration Roland Spielhofer, AIT BUDAPEST, HUNGARY 2015

ROSANNE Results after 2 years of project duration Roland Spielhofer, AIT BUDAPEST, HUNGARY 2015 ROSANNE Results after 2 years of project duration Roland Spielhofer, AIT BUDAPEST, HUNGARY 2015 ROSANNE project Project overview What has been achieved so far? ROSANNE project FP7 Small Collaborative Research

More information

August ATR Monthly Report

August ATR Monthly Report August ATR Monthly Report Minnesota Department of Transportation Office of Transportation Data and Analysis August 2011 Introduction The purpose of this report is to examine monthly traffic trends on

More information

Continuous Efficiency Improvement Loop

Continuous Efficiency Improvement Loop Make Data Driven, Continuous Efficiency Improvements as Standard Practice: Technical Loop Lessons Learned & Databases Update Building(s) Benchmarking (Fleet Databases) Energy Use & Performance Deviation

More information

Environmentally friendly pavements: Results from noise measurements SINTEF ICT. Truls Berge, Frode Haukland, Asbjørn Ustad

Environmentally friendly pavements: Results from noise measurements SINTEF ICT. Truls Berge, Frode Haukland, Asbjørn Ustad SINTEF A9721 REPORT Environmentally friendly pavements: Results from noise measurements 58. Truls Berge, Frode Haukland, Asbjørn Ustad SINTEF ICT Acoustics February 9 2 TABLE OF CONTENTS 1 Introduction...5

More information

Whether you are looking for a performance, passenger or commercial van tire; we ve got the product to suit your lifestyle.

Whether you are looking for a performance, passenger or commercial van tire; we ve got the product to suit your lifestyle. PRODUCT GUIDE 2014-2015 Whether you are looking for a performance, passenger or commercial van tire; we ve got the product to suit your lifestyle. 2 Table of Contents Basic Information Labelling Explained

More information

Economics of Integrating Renewables DAN HARMS MANAGER OF RATE, TECHNOLOGY & ENERGY POLICY SEPTEMBER 2017

Economics of Integrating Renewables DAN HARMS MANAGER OF RATE, TECHNOLOGY & ENERGY POLICY SEPTEMBER 2017 Economics of Integrating Renewables DAN HARMS MANAGER OF RATE, TECHNOLOGY & ENERGY POLICY SEPTEMBER 2017 Presentation Outline Understanding LPEA s expenses and what drives them Economics of net metering

More information

Demonstration Project The Measurement of Pavement Noise on New Jersey Pavements Using the NCAT Noise Trailer

Demonstration Project The Measurement of Pavement Noise on New Jersey Pavements Using the NCAT Noise Trailer FHWA-NJ-2003-021 Demonstration Project The Measurement of Pavement Noise on New Jersey Pavements Using the NCAT Noise Trailer FINAL REPORT May 2004 Submitted by Mr. Thomas Bennert Senior Research Engineer

More information

Research and analysis of noise emitted by vehicles according to the type of surface roads and driving speed

Research and analysis of noise emitted by vehicles according to the type of surface roads and driving speed European Journal of Environmental and Safety Sciences 2014 2(2): 71-78 ISSN 1339-472X European Science and Research Institute (Original Research Paper) Research and analysis of noise emitted by vehicles

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

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

CHAPTER 4 : RESISTANCE TO PROGRESS OF A VEHICLE - MEASUREMENT METHOD ON THE ROAD - SIMULATION ON A CHASSIS DYNAMOMETER

CHAPTER 4 : RESISTANCE TO PROGRESS OF A VEHICLE - MEASUREMENT METHOD ON THE ROAD - SIMULATION ON A CHASSIS DYNAMOMETER CHAPTER 4 : RESISTANCE TO PROGRESS OF A VEHICLE - MEASUREMENT METHOD ON THE ROAD - SIMULATION ON A CHASSIS DYNAMOMETER 1. Scope : This Chapter describes the methods to measure the resistance to the progress

More information

Design Criteria Data

Design Criteria Data MINNEAPOLIS-ST PAUL MN Latitude = 44.88 N WMO No. 72658 Longitude = 93.22 W Elevation = 837 feet Period of Record = 1973 to 1996 Average Pressure = 29.7 inches Hg Design Criteria Data Mean Coincident (Average)

More information

ASSESSMENT AND EFFECTIVE MANAGEMENT OF PAVEMENT SURFACE FRICTION. Shila Khanal, MASc.,P.Eng. Pavement Engineer

ASSESSMENT AND EFFECTIVE MANAGEMENT OF PAVEMENT SURFACE FRICTION. Shila Khanal, MASc.,P.Eng. Pavement Engineer ASSESSMENT AND EFFECTIVE MANAGEMENT OF PAVEMENT SURFACE FRICTION Shila Khanal, MASc.,P.Eng. Pavement Engineer skhanal@ara.com David K. Hein, P.Eng. Principal Engineer Vice-President, Transportation dhein@ara.com

More information

3-D Laser Data Collection and Analysis of Road Surface Texture

3-D Laser Data Collection and Analysis of Road Surface Texture 3-D Laser Data Collection and Analysis of Road Surface Texture Humaira Zahir, Mustaque Hossain, Rick Miller ROAD PROFILE USERS GROUP MEETING, 2015 RALEIGH, NC Presentation Organization - Introduction -

More information

WIM #31 US 2, MP 8.0 EAST GRAND FORKS, MN JANUARY 2015 MONTHLY REPORT

WIM #31 US 2, MP 8.0 EAST GRAND FORKS, MN JANUARY 2015 MONTHLY REPORT WIM #31 US 2, MP 8.0 EAST GRAND FORKS, MN JANUARY 2015 MONTHLY REPORT WIM #31 EAST GRAND FORKS MONTHLY REPORT - JANUARY 2015 WIM Site Location WIM #31 is located on US 2 at mile post 8.0, southeast of

More information

Final report on noise and rolling resistance

Final report on noise and rolling resistance PoroElastic Road SUrface: an innovation to Avoid Damages to the Environment EUROPEAN COMMISSION - DG RESEARCH Directorate 1 - Environment Seventh Framework Programme - Contract No. 226313 Jerzy Ejsmont,

More information

May ATR Monthly Report

May ATR Monthly Report May ATR Monthly Report Minnesota Department of Transportation Office of Transportation Data and Analysis May 2011 Introduction The purpose of this report is to examine monthly traffic trends on Minnesota

More information

TABLE OF CONTENTS 1.0 INTRODUCTION...

TABLE OF CONTENTS 1.0 INTRODUCTION... Advisory Circular Subject: Runway Grooving Issuing Office: Civil Aviation, Standards Document No.: AC 300-008 File Classification No.: Z 5000-34 Issue No.: 03 RDIMS No.: 12581035-V2 Effective Date: 2017-01-30

More information

MARKET RATES UPDATE Paula Gold-Williams Cory Kuchinsky

MARKET RATES UPDATE Paula Gold-Williams Cory Kuchinsky MARKET RATES UPDATE I N T R O D U C T I O N BY: Paula Gold-Williams President & Chief Executive Officer (CEO) P R E S E N T E D BY: Cory Kuchinsky Interim Vice President, Financial Services September 24,

More information

TABLE C-43. Manufacturers' new and unfilled orders, {Amounts in millions of dollars] Nondurable. Capital goods. Total. goods.

TABLE C-43. Manufacturers' new and unfilled orders, {Amounts in millions of dollars] Nondurable. Capital goods. Total. goods. TABLE C-43. Manufacturers' new and unfilled orders, -74 {Amounts in millions of dollars] New orders t, I960. 27, 559 26, 903 30,672 30,115 31,086 33,005 35,322 37,952 41, 803 45, 944 46,763 50, 243 53,

More information

Development of low noise tyres in EC project SILENCE

Development of low noise tyres in EC project SILENCE Development of low noise tyres in EC project SILENCE E.-U. Saemann Continental AG, Jaedekamp 30, 30419 Hannover, Germany ernst-ulrich.saemann@conti.de 4289 In this paper the results from the development

More information

Contribution of the tyre to further lowering tyre/road noise

Contribution of the tyre to further lowering tyre/road noise Contribution of the tyre to further lowering tyre/road noise Ernst-Ulrich Saemann Continental AG, Jaedekamp 30, 30419 Hannover, Germany ernst-ulrich.saemann@conti.de 9325 The tire is the only part of a

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

RIDERSHIP TRENDS. July 2018

RIDERSHIP TRENDS. July 2018 RIDERSHIP TRENDS July Prepared by the Division of Strategic Capital Planning September Table of Contents Executive Summary...1 Ridership...3 Estimated Passenger Trips by Line...3 Estimated Passenger Trips

More information

Climatography of the United States No

Climatography of the United States No Climate Division: CA 5 NWS Call Sign: Month (1) Min (2) Month(1) Extremes Lowest (2) Temperature ( F) Lowest Month(1) Degree s (1) Base Temp 65 Heating Cooling 100 Number of s (3) Jan 45.9 26.0 36.0 67

More information

Climatography of the United States No

Climatography of the United States No Climate Division: MA 3 NWS Call Sign: BOS Month (1) Min (2) Month(1) Extremes Lowest (2) Temperature ( F) Lowest Month(1) Degree s (1) Base Temp 65 Heating Cooling 100 Number of s (3) 36.5 22.1 29.3 72

More information

WIM #37 was operational for the entire month of September Volume was computed using all monthly data.

WIM #37 was operational for the entire month of September Volume was computed using all monthly data. SEPTEMBER 2016 WIM Site Location WIM #37 is located on I-94 near Otsego in Wright county. The WIM is located only on the westbound (WB) side of I-94, meaning that all data mentioned in this report pertains

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

Runway Grooving and Skid Resistance

Runway Grooving and Skid Resistance Runway Grooving and Skid Resistance Hector Daiutolo ALACPA-ICAO-FAA-AAC-TOCUMEN IA IX ALACPA Seminar of Airport Pavements September 10 to 14, 2012 Panama City, Panama 1 Problem: The Water Covered Runway

More information

Wingfoot Commercial Tire Systems Pep Boys A to Z Tire & Battery, Inc West Allegheny Ave Philadelphia, PA 19132

Wingfoot Commercial Tire Systems Pep Boys A to Z Tire & Battery, Inc West Allegheny Ave Philadelphia, PA 19132 SOCORRO INDEPENDENT SCHOOL DISTRICT Summary Sheet Tires CSP No. 199-1005-E1333 Awarded Date: November 13, 2012 Expires: November 13, 2013 Company Name Pep Boys A to Z Tire & Battery, Inc. SISD Vendor Number

More information

Climatography of the United States No

Climatography of the United States No Climate Division: WY 9 NWS Call Sign: LND Temperature ( F) Month (1) Min (2) Month(1) Extremes Lowest (2) Lowest Month(1) Degree s (1) Base Temp 65 Heating Cooling 100 Number of s (3) Jan 31.9 8.7 20.3

More information

30 Different Tyres On 4 Surface Types - How Do Truck Tyre Noise Levels Relate to the Test Surface

30 Different Tyres On 4 Surface Types - How Do Truck Tyre Noise Levels Relate to the Test Surface 30 Different Tyres On 4 Surface Types - How Do Truck Tyre Noise Levels Relate to the Test Surface Gijsjan van Blokland M+P Consulting Engineers, Vught, Netherlands. Jørgen Kragh Danish Road Directorate,

More information

Laboratory Alignment Procedure for Improving Reproducibility of Tyre Wet Grip Measurement

Laboratory Alignment Procedure for Improving Reproducibility of Tyre Wet Grip Measurement EVS28 Seoul, Korea, May 17-20, 2015 Laboratory Alignment Procedure for Improving Reproducibility of Tyre Wet Grip Measurement Kwangki Jeon 1*, Yongho Yoo 1, Jinwoo Lee 1, Dohyun Jung 1, Seolhee Lim 2,

More information

Design Criteria Data

Design Criteria Data RAPID CITY SD Latitude = 44.5 N WMO No. 72662 Longitude =3. W Elevation = 3169 feet Period of Record = 1973 to 1996 Average Pressure = 26.67 inches Hg Design Criteria Data Mean Coincident (Average) Values

More information

Design Criteria Data

Design Criteria Data COLUMBIA SC Latitude = 33.95 N WMO No. 7231 Longitude = 81.12 W Elevation = 226 feet Period of Record = 1973 to 1996 Average Pressure = 29.8 inches Hg Design Criteria Data Mean Coincident (Average) Values

More information

Design Criteria Data

Design Criteria Data PHILADELPHIA PA Latitude = 39.88 N WMO No. 7248 Longitude = 75.25 W Elevation = 3 feet Period of Record = 1973 to 1996 Average Pressure = 29.98 inches Hg Design Criteria Data Mean Coincident (Average)

More information

Design Criteria Data

Design Criteria Data MACON/LEWIS WILSON GA Latitude = 32.7 N WMO No. 72217 Longitude = 83.65 W Elevation = 361 feet Period of Record = 1973 to 1996 Average Pressure = 29.66 inches Hg Design Criteria Data Mean Coincident (Average)

More information

Design Criteria Data

Design Criteria Data PIERRE SD Latitude = 44.38 N WMO No. 726686 Longitude =1.2 W Elevation = 1742 feet Period of Record = 1973 to 1996 Average Pressure = 28.1 inches Hg Design Criteria Data Mean Coincident (Average) Values

More information

Economic and Social Council

Economic and Social Council United Nations Economic and Social Council ECE/TRANS/WP.29/2018/58 Distr.: General 4 April 2018 Original: English Economic Commission for Europe Inland Transport Committee World Forum for Harmonization

More information

Design Criteria Data

Design Criteria Data ANCHORAGE AK Latitude = 61.17 N WMO No. 7273 Longitude =15. W Elevation = 131 feet Period of Record = 1973 to 1996 Average Pressure = 29.6 inches Hg Design Criteria Data Mean Coincident (Average) Values

More information

Water Resources Planning Department. Projection Analysis Work Sheets for Willows District. Printed on 4/12/2016 at 4:04 PM

Water Resources Planning Department. Projection Analysis Work Sheets for Willows District. Printed on 4/12/2016 at 4:04 PM Water Resources Planning Department Projection Analysis Work Sheets for Willows District 215 Printed on 4/12/216 at 4:4 PM Table of Contents for Worksheets Worksheet Title 1 Annual Services 2 Service Growth

More information

ANCR CRU Statistics February 2007 to December 2007

ANCR CRU Statistics February 2007 to December 2007 ANCR CRU Statistics February 2007 to December 2007 o Jan/07 Feb/07* Mar/07 Apr/07 May/07 Jun/07 Jul/07 Aug/07 Sep/07 Oct/07 Nov/07 Dec/07 Total notes data from Perimeter phone system unavailable prior

More information

Design Criteria Data

Design Criteria Data JACKSONVILLE FL Latitude = 3.5 N WMO No. 7226 Longitude = 81.7 W Elevation = 3 feet Period of Record = 1973 to 1996 Average Pressure = 3.1 inches Hg Design Criteria Data Mean Coincident (Average) Values

More information

Design Criteria Data

Design Criteria Data SPOKANE WA Latitude = 47.63 N WMO No. 72785 Longitude =117.5 W Elevation = 2366 feet Period of Record = 1973 to 1996 Average Pressure = 27.5 inches Hg Design Criteria Data Mean Coincident (Average) Values

More information

MnDOT s Experience with IRI Specifications

MnDOT s Experience with IRI Specifications MnDOT s Experience with IRI Specifications Spring 2013 NCC Meeting April 4, 2013 Philadelphia, PA Maria Masten, P.E. MnDOT Concrete Engineer Evolution of Smoothness No Equipment Certification 2002 Profiler

More information

Design Criteria Data

Design Criteria Data LOUISVILLE/STANDIFORD KY Latitude = 38.18 N WMO No. 72423 Longitude = 85.73 W Elevation = 489 feet Period of Record = 1973 to 1996 Average Pressure = 29.49 inches Hg Design Criteria Data Mean Coincident

More information

Design Criteria Data

Design Criteria Data DAYTON/JAMES M COX OH Latitude = 39.9 N WMO No. 72429 Longitude = 84.2 W Elevation = 14 feet Period of Record = 1973 to 1996 Average Pressure = 28.95 inches Hg Design Criteria Data Mean Coincident (Average)

More information

Design Criteria Data

Design Criteria Data SPRINGFLD MO Latitude = 37.23 N WMO No. 7244 Longitude = 93.38 W Elevation = 127 feet Period of Record = 1973 to 1996 Average Pressure = 28.66 inches Hg Design Criteria Data Mean Coincident (Average) Values

More information

Design Criteria Data

Design Criteria Data BIRMINGHAM AL Latitude = 33.57 N WMO No. 72228 Longitude = 86.75 W Elevation = 63 feet Period of Record = 1973 to 1996 Average Pressure = 29.36 inches Hg Design Criteria Data Mean Coincident (Average)

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

Road Profile Data Quality Control. The Swedish Model Atlanta, RPUG 2009

Road Profile Data Quality Control. The Swedish Model Atlanta, RPUG 2009 Road Profile Data Quality Control The Swedish Model Atlanta, RPUG 2009 Road Profile Data Quality Control Leif Sjögren, Thomas Lundberg The Swedish Road & Transport Research Institute (VTI) Kerstin Svartling,

More information

UTQG BOOKLET 2009 CONTENT: PAGE: General Information. 1 UTQG Information. 2 UTQG Codes (sorted in alphabetical order). 3-60

UTQG BOOKLET 2009 CONTENT: PAGE: General Information. 1 UTQG Information. 2 UTQG Codes (sorted in alphabetical order). 3-60 GLOBAL INFORMATION Dr. Friedrich Lux 2700 Wr. Neustadt, Franz Gruber Gasse 22 Austria, Europe Phone: +43-2622 - 21993 Fax: +43-2622 - 21993 e-mail: lux@tgi.co.at website: http://www.tgi.co.at UTQG BOOKLET

More information

Component Mass Study Statistical Benchmarking

Component Mass Study Statistical Benchmarking Component Mass Study Statistical Benchmarking Benoit Singher, A2Mac1 Automotive Benchmarking Russ Balzer, WorldAutoSteel Donald Malen, University of Michigan GDIS217 Statistical mass benchmarking Programs

More information

Design Criteria Data

Design Criteria Data DULUTH MN Latitude = 46.83 N WMO No. 72745 Longitude = 92.18 W Elevation = 1417 feet Period of Record = 1973 to 1996 Average Pressure = 28.43 inches Hg Design Criteria Data Mean Coincident (Average) Values

More information

Design Criteria Data

Design Criteria Data MINOT AFB ND Latitude = 48.42 N WMO No. 727675 Longitude =11.3 W Elevation = 1667 feet Period of Record = 1967 to 1996 Average Pressure = 28.16 inches Hg Design Criteria Data Mean Coincident (Average)

More information

Noise Generated by Tyres Designed for Electric Vehicles - Results of Laboratory Experiments

Noise Generated by Tyres Designed for Electric Vehicles - Results of Laboratory Experiments Noise Generated by Tyres Designed for Electric Vehicles - Results of Laboratory Experiments Jerzy Ejsmont 1 Beata Świeczko-Żurek Stanisław Taryma Piotr Mioduszewski Technical University of Gdańsk, Mechanical

More information

Design Criteria Data

Design Criteria Data CHARLESTON/KANAWHA WV Latitude = 38.37 N WMO No. 72414 Longitude = 81.6 W Elevation = 981 feet Period of Record = 1973 to 1996 Average Pressure = 29. inches Hg Design Criteria Data Mean Coincident (Average)

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

Round robin tests in the Netherlands

Round robin tests in the Netherlands Round robin tests in the Netherlands organised by CROW Arco Blanken and Marius Nagelhout Arco Blanken (Rijkswaterstaat) Pavement engineer Monitoring of the main road network Developments: Implementation

More information

SODANKYLÄ GEOPHYSICAL OBSERVATORY PUBLICATIONS. N o. 97 MAGNETIC RESULTS SO D A N K Y L Ä JOHANN ES KULTIMA TERO RAITA

SODANKYLÄ GEOPHYSICAL OBSERVATORY PUBLICATIONS. N o. 97 MAGNETIC RESULTS SO D A N K Y L Ä JOHANN ES KULTIMA TERO RAITA SODANKYLÄ GEOPHYSICAL OBSERVATORY PUBLICATIONS N o. 9 MAGNETIC RESULTS SO D A N K Y L Ä 0 JOHANN ES KULTIMA TERO RAITA OULU 05 Editor: Johannes Kultima Sodankylä Geophysical Observatory FIN-9900 SODANKYLÄ,

More information

Industrial pneumatic tires Technical data

Industrial pneumatic tires Technical data Industrial pneumatic tires www.camoplastsolideal.com 8 4.00-8 (4.80-8) 10 Solideal Ecomatic ED JS2 90-8 3.25I 3.00D 422 115 12 196 10,00 97 A5 950 730 915 680 950 730 650 615 1100 5.00-8 (5.70-8) 8 Solideal

More information

Port Botany. Trade Statistics Bulletin 1 July April 2018

Port Botany. Trade Statistics Bulletin 1 July April 2018 Port Botany Trade Statistics Bulletin 1 July 2017 30 April 2018 YTD April 2018 Port Botany Container Trade Jul 2017 Aug 2017 Sep 2017 Oct 2017 Nov 2017 Dec 2017 Jan 2018 Feb 2018 Mar 2018 Apr 2018 Export

More information

Design Criteria Data

Design Criteria Data CHICAGO/O HARE IL Latitude = 41.98 N WMO No. 7253 Longitude = 87.9 W Elevation = 673 feet Period of Record = 1967 to 1996 Average Pressure = 29.27 inches Hg Design Criteria Data Mean Coincident (Average)

More information

ALTERNATIVE SYSTEMS FOR ROAD SURFACE CPX MEASUREMENTS

ALTERNATIVE SYSTEMS FOR ROAD SURFACE CPX MEASUREMENTS ALTERNATIVE SYSTEMS FOR ROAD SURFACE CPX MEASUREMENTS Stephen Chiles NZ Transport Agency, Wellington, New Zealand Email: stephen.chiles@nzta.govt.nz Abstract Road surface noise can be measured by microphones

More information

Design Criteria Data

Design Criteria Data RENO/CANNON INTL NV Latitude = 39.5 N WMO No. 72488 Longitude =119.7 W Elevation = 44 feet Period of Record = 1973 to 1996 Average Pressure = 25.57 inches Hg Design Criteria Data Mean Coincident (Average)

More information