SlideShare una empresa de Scribd logo
1 de 2
Descargar para leer sin conexión
Asphalt concrete HA
Let’s keep your grip!

The last one varies according to the geologic nature
of the operated deposits, to the mineralogical
composition and to the size of the minerals forming
the rock.
As the safety of the road has become a major

The durability of the microtexture depends especially

concern in our society, the needs in skid resistance

on the resistance to polishing of the aggregates,

have increased, especially on the exposed itineraries

measured in the laboratory by the accelerated

(high speed, blends, braking…).

polishing coefficient called PSV (Polished Stone

The skid resistance of a surface layer corresponds

Value) according to the standard NF EN 1097-8. In

to its capacity to mobilize friction forces between
the pneumatic and the road to allow acceleration,
vehicle’s guidance and braking.
It depends on two characteristics:
> the macrotexture of the surface layer (irregularities
of the surface between 0.5 and 50mm),
> the microtexture of the chippings (irregularities of
the surface smaller than 0.5mm).

the first approach, one supposes that the higher the
PSV value is, the more material is "skid resistant".
This durability can also be evaluated by the Wehner
and Schulze test that allows to express the evolution
of the skid resistance coefficient of materials or of an
asphalt concrete in terms of traffic.
k
 ey figures
Results of Wehner and Schulze test between
an aggregate and two mixtures of aggregates

PSV value

higher than 56
More than

1.5 million tons

of aggregates with high PSV
produced by Eurovia every year

v
 aried aggregates
Eurovia, European leader in the production of
aggregates, has a network of more than 400
quarries worldwide elaborating every year about
100 million tons of aggregates.
In order to satisfy the requirements of the projects
and the standards regarding PSV (NF EN 13043),
Eurovia produces materials for surface layers with
PSV values between 50 and 64.

0.5

0.4

0.3

0.2

Rugovia® TM 50% PSV = 52 + 50% PSV = 60
Rugovia® TM 80% PSV = 52 + 20% PSV = 60
Rugovia® TM 100% PSV = 52
0

20,000

40,000

60,000

80,000

100,000

120,000

140,000

160,000

180,000

The asphalt concretes for surface layers that
have an exceptional skid resistance are now
characterized by Eurovia with the letters HA.
This concerns surface courses produced with
aggregates or with a mix of aggregates with a PSV
higher than 56. For example the very thin Microvia®
TM, gap graded bituminous micro concrete 0/6,
designed with aggregates the average PSV of which
is higher than 56, becomes a Microvia® TM HA.

c
 onclusive tests

However, sometimes quarries located near the
jobsites do not show the PSV conditions required
in some bids. In the contrary, some high quality
deposits are too far away to be economically
competitive. By mixing high PSV aggregates with
good quality materials but with lower PSV, it is quite
possible to meet the needs of the client.

When laying different VTLAC on highways with high
traffic the surface characteristics at early stage
have been compared.

There are several advantages:
 Proposing a performing technical solution at
competitive price,
 Offering a new perspective to quarries far from
activity centers,

Average SFC
PSV
(NF EN 1097-8) (NF P 98-220-3 and 4)
VTLAC	

51	

0.64

VTLAC HA no. 1	

58	

0.68

VTLAC HA no. 2	
	

51 (80%)	
58 (20%)	

0.67

Rugovia® et Microvia® are registered trademarks.

 Saving high potential resources.

TECHNICAL DEPARTMENT
18, place de l’Europe - 92565 Rueil-Malmaison cedex
Tel.: +33 1 47 16 38 00 - Fax: +33 1 47 16 38 01
www.eurovia.com
technique@eurovia.com

- October 2013 - 500 copies – Photos: Eurovia photo library

t
 he winning mixture

Más contenido relacionado

Similar a Asphalt concrete HA

D.H. Gordon and S.N. Kukureka, Wear, 267, (2009) 669 - 678.
D.H. Gordon and S.N. Kukureka, Wear, 267, (2009) 669 - 678.D.H. Gordon and S.N. Kukureka, Wear, 267, (2009) 669 - 678.
D.H. Gordon and S.N. Kukureka, Wear, 267, (2009) 669 - 678.
Duncan Gordon
 

Similar a Asphalt concrete HA (11)

Rexovia® - Resisting pavements
Rexovia® - Resisting pavementsRexovia® - Resisting pavements
Rexovia® - Resisting pavements
 
Paddock Slabs Technical Specs
Paddock Slabs Technical SpecsPaddock Slabs Technical Specs
Paddock Slabs Technical Specs
 
Kerovia® - Asphalt concrete under high protection
Kerovia® - Asphalt concrete under high protectionKerovia® - Asphalt concrete under high protection
Kerovia® - Asphalt concrete under high protection
 
Riparazione piste aeroportuali
Riparazione piste aeroportualiRiparazione piste aeroportuali
Riparazione piste aeroportuali
 
High volume fly ash concrete
High volume fly ash concreteHigh volume fly ash concrete
High volume fly ash concrete
 
CHANDU PROJECT FINAL PPT.pptx
CHANDU PROJECT FINAL PPT.pptxCHANDU PROJECT FINAL PPT.pptx
CHANDU PROJECT FINAL PPT.pptx
 
Ultra High Performance Concrete.ppt
Ultra High Performance Concrete.pptUltra High Performance Concrete.ppt
Ultra High Performance Concrete.ppt
 
How To Ensure Stone Quality
How To Ensure Stone QualityHow To Ensure Stone Quality
How To Ensure Stone Quality
 
D.H. Gordon and S.N. Kukureka, Wear, 267, (2009) 669 - 678.
D.H. Gordon and S.N. Kukureka, Wear, 267, (2009) 669 - 678.D.H. Gordon and S.N. Kukureka, Wear, 267, (2009) 669 - 678.
D.H. Gordon and S.N. Kukureka, Wear, 267, (2009) 669 - 678.
 
Self Compacting Concrete
Self Compacting ConcreteSelf Compacting Concrete
Self Compacting Concrete
 
EXPERIMENTAL STUDY ON REPLACING FINE AGGREGATE IN MORTAR WITH CONSTRUCTION AN...
EXPERIMENTAL STUDY ON REPLACING FINE AGGREGATE IN MORTAR WITH CONSTRUCTION AN...EXPERIMENTAL STUDY ON REPLACING FINE AGGREGATE IN MORTAR WITH CONSTRUCTION AN...
EXPERIMENTAL STUDY ON REPLACING FINE AGGREGATE IN MORTAR WITH CONSTRUCTION AN...
 

Más de Eurovia_Group

Más de Eurovia_Group (20)

Activity Report 2014
Activity Report 2014Activity Report 2014
Activity Report 2014
 
Rapport d'activité 2014
Rapport d'activité 2014Rapport d'activité 2014
Rapport d'activité 2014
 
Communiqué de presse PFE 2014
Communiqué de presse PFE 2014Communiqué de presse PFE 2014
Communiqué de presse PFE 2014
 
Viapont® - Lightened asphalt concrete
Viapont® - Lightened asphalt concreteViapont® - Lightened asphalt concrete
Viapont® - Lightened asphalt concrete
 
Emulvia® S et Sm - Émulsion modifiée pour enduit superficiel
Emulvia® S et Sm - Émulsion modifiée pour enduit superficielEmulvia® S et Sm - Émulsion modifiée pour enduit superficiel
Emulvia® S et Sm - Émulsion modifiée pour enduit superficiel
 
Viapont® - Un argument de poids
Viapont® - Un argument de poidsViapont® - Un argument de poids
Viapont® - Un argument de poids
 
Emulvia® Clean P - Émulsion spéciale pour couche d’accrochage « propre »
Emulvia® Clean P - Émulsion spéciale pour couche d’accrochage « propre »Emulvia® Clean P - Émulsion spéciale pour couche d’accrochage « propre »
Emulvia® Clean P - Émulsion spéciale pour couche d’accrochage « propre »
 
Emulvia® Clean - Émulsion spéciale pour couche d’accrochage « propre »
Emulvia® Clean - Émulsion spéciale pour couche d’accrochage « propre »Emulvia® Clean - Émulsion spéciale pour couche d’accrochage « propre »
Emulvia® Clean - Émulsion spéciale pour couche d’accrochage « propre »
 
Emulstyr® - Émulsion modifiée pour enduit superficiel
Emulstyr® - Émulsion modifiée pour enduit superficielEmulstyr® - Émulsion modifiée pour enduit superficiel
Emulstyr® - Émulsion modifiée pour enduit superficiel
 
Eurovia - Rapport d'activité 2013
Eurovia - Rapport d'activité 2013Eurovia - Rapport d'activité 2013
Eurovia - Rapport d'activité 2013
 
Eurovia - 2013 Activity Report
Eurovia - 2013 Activity ReportEurovia - 2013 Activity Report
Eurovia - 2013 Activity Report
 
Biplast - Complexe étanchéité-roulement
Biplast - Complexe étanchéité-roulementBiplast - Complexe étanchéité-roulement
Biplast - Complexe étanchéité-roulement
 
Viafirst® Kart - La couche de roulement des circuits de karting
Viafirst® Kart - La couche de roulement des circuits de kartingViafirst® Kart - La couche de roulement des circuits de karting
Viafirst® Kart - La couche de roulement des circuits de karting
 
Viafirst® Kart - the surface layer for karting race courses
Viafirst® Kart - the surface layer for karting race coursesViafirst® Kart - the surface layer for karting race courses
Viafirst® Kart - the surface layer for karting race courses
 
Modulovia® F
Modulovia® FModulovia® F
Modulovia® F
 
Gripseal® - L'entretien durable
Gripseal® - L'entretien durableGripseal® - L'entretien durable
Gripseal® - L'entretien durable
 
Gripseal® - Sustainable maintenance
Gripseal® - Sustainable maintenanceGripseal® - Sustainable maintenance
Gripseal® - Sustainable maintenance
 
Les enrobés HR
Les enrobés HRLes enrobés HR
Les enrobés HR
 
Les enrobés HA
Les enrobés HALes enrobés HA
Les enrobés HA
 
Etanplast® - L’étanchéité à haut rendement
Etanplast® - L’étanchéité à haut rendementEtanplast® - L’étanchéité à haut rendement
Etanplast® - L’étanchéité à haut rendement
 

Último

Último (20)

Strategize a Smooth Tenant-to-tenant Migration and Copilot Takeoff
Strategize a Smooth Tenant-to-tenant Migration and Copilot TakeoffStrategize a Smooth Tenant-to-tenant Migration and Copilot Takeoff
Strategize a Smooth Tenant-to-tenant Migration and Copilot Takeoff
 
Apidays New York 2024 - Scaling API-first by Ian Reasor and Radu Cotescu, Adobe
Apidays New York 2024 - Scaling API-first by Ian Reasor and Radu Cotescu, AdobeApidays New York 2024 - Scaling API-first by Ian Reasor and Radu Cotescu, Adobe
Apidays New York 2024 - Scaling API-first by Ian Reasor and Radu Cotescu, Adobe
 
Boost Fertility New Invention Ups Success Rates.pdf
Boost Fertility New Invention Ups Success Rates.pdfBoost Fertility New Invention Ups Success Rates.pdf
Boost Fertility New Invention Ups Success Rates.pdf
 
Tech Trends Report 2024 Future Today Institute.pdf
Tech Trends Report 2024 Future Today Institute.pdfTech Trends Report 2024 Future Today Institute.pdf
Tech Trends Report 2024 Future Today Institute.pdf
 
A Domino Admins Adventures (Engage 2024)
A Domino Admins Adventures (Engage 2024)A Domino Admins Adventures (Engage 2024)
A Domino Admins Adventures (Engage 2024)
 
Scaling API-first – The story of a global engineering organization
Scaling API-first – The story of a global engineering organizationScaling API-first – The story of a global engineering organization
Scaling API-first – The story of a global engineering organization
 
A Year of the Servo Reboot: Where Are We Now?
A Year of the Servo Reboot: Where Are We Now?A Year of the Servo Reboot: Where Are We Now?
A Year of the Servo Reboot: Where Are We Now?
 
TrustArc Webinar - Stay Ahead of US State Data Privacy Law Developments
TrustArc Webinar - Stay Ahead of US State Data Privacy Law DevelopmentsTrustArc Webinar - Stay Ahead of US State Data Privacy Law Developments
TrustArc Webinar - Stay Ahead of US State Data Privacy Law Developments
 
Powerful Google developer tools for immediate impact! (2023-24 C)
Powerful Google developer tools for immediate impact! (2023-24 C)Powerful Google developer tools for immediate impact! (2023-24 C)
Powerful Google developer tools for immediate impact! (2023-24 C)
 
Finology Group – Insurtech Innovation Award 2024
Finology Group – Insurtech Innovation Award 2024Finology Group – Insurtech Innovation Award 2024
Finology Group – Insurtech Innovation Award 2024
 
Partners Life - Insurer Innovation Award 2024
Partners Life - Insurer Innovation Award 2024Partners Life - Insurer Innovation Award 2024
Partners Life - Insurer Innovation Award 2024
 
AWS Community Day CPH - Three problems of Terraform
AWS Community Day CPH - Three problems of TerraformAWS Community Day CPH - Three problems of Terraform
AWS Community Day CPH - Three problems of Terraform
 
Understanding Discord NSFW Servers A Guide for Responsible Users.pdf
Understanding Discord NSFW Servers A Guide for Responsible Users.pdfUnderstanding Discord NSFW Servers A Guide for Responsible Users.pdf
Understanding Discord NSFW Servers A Guide for Responsible Users.pdf
 
TrustArc Webinar - Unlock the Power of AI-Driven Data Discovery
TrustArc Webinar - Unlock the Power of AI-Driven Data DiscoveryTrustArc Webinar - Unlock the Power of AI-Driven Data Discovery
TrustArc Webinar - Unlock the Power of AI-Driven Data Discovery
 
presentation ICT roal in 21st century education
presentation ICT roal in 21st century educationpresentation ICT roal in 21st century education
presentation ICT roal in 21st century education
 
🐬 The future of MySQL is Postgres 🐘
🐬  The future of MySQL is Postgres   🐘🐬  The future of MySQL is Postgres   🐘
🐬 The future of MySQL is Postgres 🐘
 
How to Troubleshoot Apps for the Modern Connected Worker
How to Troubleshoot Apps for the Modern Connected WorkerHow to Troubleshoot Apps for the Modern Connected Worker
How to Troubleshoot Apps for the Modern Connected Worker
 
Real Time Object Detection Using Open CV
Real Time Object Detection Using Open CVReal Time Object Detection Using Open CV
Real Time Object Detection Using Open CV
 
[2024]Digital Global Overview Report 2024 Meltwater.pdf
[2024]Digital Global Overview Report 2024 Meltwater.pdf[2024]Digital Global Overview Report 2024 Meltwater.pdf
[2024]Digital Global Overview Report 2024 Meltwater.pdf
 
2024: Domino Containers - The Next Step. News from the Domino Container commu...
2024: Domino Containers - The Next Step. News from the Domino Container commu...2024: Domino Containers - The Next Step. News from the Domino Container commu...
2024: Domino Containers - The Next Step. News from the Domino Container commu...
 

Asphalt concrete HA

  • 1. Asphalt concrete HA Let’s keep your grip! The last one varies according to the geologic nature of the operated deposits, to the mineralogical composition and to the size of the minerals forming the rock. As the safety of the road has become a major The durability of the microtexture depends especially concern in our society, the needs in skid resistance on the resistance to polishing of the aggregates, have increased, especially on the exposed itineraries measured in the laboratory by the accelerated (high speed, blends, braking…). polishing coefficient called PSV (Polished Stone The skid resistance of a surface layer corresponds Value) according to the standard NF EN 1097-8. In to its capacity to mobilize friction forces between the pneumatic and the road to allow acceleration, vehicle’s guidance and braking. It depends on two characteristics: > the macrotexture of the surface layer (irregularities of the surface between 0.5 and 50mm), > the microtexture of the chippings (irregularities of the surface smaller than 0.5mm). the first approach, one supposes that the higher the PSV value is, the more material is "skid resistant". This durability can also be evaluated by the Wehner and Schulze test that allows to express the evolution of the skid resistance coefficient of materials or of an asphalt concrete in terms of traffic.
  • 2. k ey figures Results of Wehner and Schulze test between an aggregate and two mixtures of aggregates PSV value higher than 56 More than 1.5 million tons of aggregates with high PSV produced by Eurovia every year v aried aggregates Eurovia, European leader in the production of aggregates, has a network of more than 400 quarries worldwide elaborating every year about 100 million tons of aggregates. In order to satisfy the requirements of the projects and the standards regarding PSV (NF EN 13043), Eurovia produces materials for surface layers with PSV values between 50 and 64. 0.5 0.4 0.3 0.2 Rugovia® TM 50% PSV = 52 + 50% PSV = 60 Rugovia® TM 80% PSV = 52 + 20% PSV = 60 Rugovia® TM 100% PSV = 52 0 20,000 40,000 60,000 80,000 100,000 120,000 140,000 160,000 180,000 The asphalt concretes for surface layers that have an exceptional skid resistance are now characterized by Eurovia with the letters HA. This concerns surface courses produced with aggregates or with a mix of aggregates with a PSV higher than 56. For example the very thin Microvia® TM, gap graded bituminous micro concrete 0/6, designed with aggregates the average PSV of which is higher than 56, becomes a Microvia® TM HA. c onclusive tests However, sometimes quarries located near the jobsites do not show the PSV conditions required in some bids. In the contrary, some high quality deposits are too far away to be economically competitive. By mixing high PSV aggregates with good quality materials but with lower PSV, it is quite possible to meet the needs of the client. When laying different VTLAC on highways with high traffic the surface characteristics at early stage have been compared. There are several advantages: Proposing a performing technical solution at competitive price, Offering a new perspective to quarries far from activity centers, Average SFC PSV (NF EN 1097-8) (NF P 98-220-3 and 4) VTLAC 51 0.64 VTLAC HA no. 1 58 0.68 VTLAC HA no. 2 51 (80%) 58 (20%) 0.67 Rugovia® et Microvia® are registered trademarks. Saving high potential resources. TECHNICAL DEPARTMENT 18, place de l’Europe - 92565 Rueil-Malmaison cedex Tel.: +33 1 47 16 38 00 - Fax: +33 1 47 16 38 01 www.eurovia.com technique@eurovia.com - October 2013 - 500 copies – Photos: Eurovia photo library t he winning mixture