DI Manfred Haider arsenal research. WG leader of PIARC TC 4.2 WG B Road Traffic Noise , Geneva Presentation to UN ECE/TRANS/ WP.

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World Road Association (PIARC) Established in 1909 Non-political, non-profit organization Development of global road community 2

Mission Lead international forum Disseminate best practice Promote efficient tools for decision making Special emphasis for Developing Countries and Countries in Transition 3

111 Member Governments 22 33 28 28 4

A Large Range of Publications 5

23 rd World Road Congress 17-21 September 2007, Paris, France The Centenary Congress www.paris2007-route.fr 6

Keep in touch with us Become a member of PIARC... Web: www.piarc.org e-mail: info@piarc.org La Grande Arche - Paroi Nord - Niveau 5 92055 La Défense Cédex- France +33 (0) 1 47 96 81 21 Fax : +33 (0) 1 49 00 02 02 7

Strategic Themes ST1: Governance and Management of the Road System ST2: Sustainable Mobility ST3: Safety and Road Operations ST4: Quality of Road Infrastructure 8

Technical Committees 18 Technical Committees + Terminology 800 experts and decision-makers Various topics of road and road transport Outputs assist decision-makers 9

ST4: Quality of Road Infrastructures 4.1 Management of Road Infrastructure Assets 4.2 Road/Vehicle Interaction 4.3 Road Pavements 4.4 Bridges and Related Structures 4.5 Earthworks, Drainage and Subgrade 10

TC 4.2: Road/Vehicle Interaction WG A: Trends in vehicle-road interaction monitoring WG B: WG C: Texture, Skid resistance and Evenness WG D: Cracks and road distresses WG E: Advanced road works acceptance methods and criteria 11

WG B: Work Programme Issue : 4.2.2 - Reducing road noise Description of the selected strategies Working group leader 1) Review the recent developments and future prospects in vehicles, tyres and pavements influencing road traffic noise emission. Establishing a state of the art of traffic noise reduction technologies at the source, identifying research needs, as well as identifying and recommending new promising global noise reduction strategies. 2) Review the current noise measurement methods, recommend on strategies for their harmonisation (if necessary) and support the integration of methods to achieve a standardised set of tools to characterize road traffic noise. Manfred HAIDER, Austria 12

WG B: Links Type Internal to PIARC Internal to PIARC Internal to PIARC Internal to PIARC ISO WG ISO WG CEN WG EU WG UN EU Project EU Project EU Project National Project National Project National Project National Project National Project Organisation TC 4.1 Road Management TC 4.2 WG A Future Developments TC 4.2 WG C Road Surface Characteristics TC 4.3 Road Pavements ISO/TC 43/SC 1/WG 33 SPB, CPX ISO/TC 43/SC 1/WG 42 reference surfaces CEN/TC 227/WG 5 road surface characteristics EU WG 8 - Tyre noise policy UN/ECE/GRB Geneva SILVIA HARMONOISE SILENCE IPG (NL) Leiser Verkehr (Germany) BUWAL/ASTRA project (CH) Low noise tyre project (SE, FI, PL, GB) Quiet Pavement programme (US) 13

Noise emission of road vehicles Engine/powertrain noise Tyre/road noise (rolling noise) Aerodynamic noise 14

Dominance of tyre/road noise Tyre/road noise typically dominates the noise emission starting from 30 km/h (passenger cars) respectively 50 km/h (heavy vehicles) Source: Sandberg/Ejsmont, Tyre/Road Noise Reference Book (www.informex.info) 15

Generation of tyre/road noise Source: Sandberg/Ejsmont, Tyre/Road Noise Reference Book (www.informex.info) tyre vibrations air pumping 16

Measurement methods ISO 11819-1 (SPB) Spot method 180 vehicle pass-bys Strict conditions, time-consuming Representative of total road traffic noise emission All vehicle types Includes engine noise and propagation effects ISO/CD 11819-2 (CPX) Long-distance measurements 4 reference tyres Fast, inexpensive, flexible Low representativity for truck tyre noise only accounts for tyre/road noise 17

Tyre/road noise reduction strategies Tyre/road noise is an highly interactive phenomenon. Strictly speaking there are only low-noise tyre/pavement combinations. Reduction of tyre vibrations: Smooth road surface (minimized megatexture, optimized macrotexture) Elastic road surfaces Optimized (randomized) tyre tread pattern, rubber compounds (especially hardness), sidewall stiffness, tyre width 18

Tyre/road noise reduction strategies Tyre/road noise is an highly interactive phenomenon. Strictly speaking there are only low-noise tyre/pavement combinations. Reduction of air pumping: Open-graded or porous road surface (void content >20%) Connected road surface pores introduce sound absorption Tread pattern without sealed-off cavities in the contact patch Porous treads? 19

Example: Porous Asphalt Latest trend: Double-layer porous asphalt Top layer with small chipping size, bottom layer with larger chippings High void content (20-30%) reduces air pumping Sound absorption with 2 absorption peak frequencies (tunable) Top layer with small openings reduces clogging Noise reduction potential approx. 3 9 db (ref. AC), durability unclear Structure of double layer open porous asphalt OPA 4/8 3 cm OPA 11/16 4 cm 20

Example: EACC Exposed aggregate cement concrete High quality gap-graded aggregates (e.g. 0/8 or 0/11) Tips are exposed by applying a retarding agent to the surface and removing the remaining mortar after some time Texture depth can be controlled by choosing the time delay Reduces air pumping - tyre is riding on the tips Noise reduction potential approx. up to 3 db (ref. standard concrete) 21

Example: Thin layers Thin layers Developed from surface dressings Thin gap-graded (0/10) bituminous layer with pre-coated chippings Surface texture similar to porous asphalt smooth due to roller compaction, Reduces tyre vibrations Noise reduction potential somewhat less than porous asphalt Conventional surface dressing Thin layer Source: G. Descornet, BRRC Hot pre-coating Smoothing Binder CRR-OCW 21362 22

Future trends in low-noise pavements Improved double-layer porous asphalt (frequency tuning, durability) Poro-elastic road surfaces Improved open-graded surfaces for urban applications Texture optimisation for different tasks (e.g. truck versus passenger car tyres) New reference surfaces and tyres Durable low-noise pavements 23

Road pavement classification Noise reduction by choice of pavement type require a reliable acoustic classification Pavement type designation varies widely in different countries The EU Project SILVIA laid the foundation for a common labelling procedure, follow-up research is carried out in the SILENCE project The procedures rely on SPB values complemented with CPX or other surfaces parameters 24

Road pavement classification The LABELLING procedure yields a first-time acoustic classification of a precisely defined pavement type as installed in new optimal condition Labelling can be carried out on dedicated sites The CONFORMITY OF PRODUCTION (CoP) testing checks the performance of an actual installation against the labelling values Requirements of flexibility, applicability at arbitrary locations and easy handling make CPX the preferred method 25

The SILVIA procedure Grading: Stiffness: Proc. #1 Proc. #2 Grading: Stiffness: Proc. #1 Proc. #2 Labelling Dense Open Rigid Elastic SPB CPX SPB Texture Sound Absorption Mech. Impedance COP Testing Dense Open Rigid Elastic CPX Texture Sound Absorption Mech. Impedance Source: G. Descornet et. al. EU Projects SILVIA and SILENCE 26

Noise reduction potentials Source: Haider et al., Low-Noise Tyres Research Project for the Austrian BMVIT 2003 Investigation of combined tyre and pavement noise reduction potentials Following EU Directive 2001/43/EC, using new market tyres & test tracks 27

Noise reduction potentials Source: Haider et al., Low-Noise Tyres Research Project for the Austrian BMVIT 2003 Choice of pavement: 7-9 db for passenger car tyres, 3-6 db excluding porous surfaces 2-3 db for truck tyres Choice of tyre: 2-5 db for passenger car tyres 2-3 db for truck tyres ISO 10844 surface not always representative Most market tyres below limit values Comparable potential of tyre and pavement especially for truck tyres Values for used tyres and worn pavements: research on acoustic durability needed 28

Research & Development needs Realistic modelling of tyre/pavement interaction and noise emission using real tyre and road surface data Long-term development of the noise emission properties of both tyres and road surfaces Representative reference tyres and reference surfaces for both tyre and pavement testing 29

Research & Development needs Improvement of the standardized labelling, approval testing and performance monitoring methods for pavements and tyres Noise classification catalogues of currently used pavements and tyres Optimization tools treating driver behaviour, vehicles, tyres and pavement as a system 30

Thank you for your attention! 31