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J-E. Urbain, E. Layerle Eurovia Management Technical Department

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Page 1: J-E. Urbain, E. Layerle - vtti.vt.edu J.E. URBAIN.pdfEurovia South West. -Heavy traffic : T1 (500 trucks per day). -Support layer : semi-coarse asphaltic concrete applied in 2000

J-E. Urbain, E. Layerle

Eurovia Management

Technical Department

Page 2: J-E. Urbain, E. Layerle - vtti.vt.edu J.E. URBAIN.pdfEurovia South West. -Heavy traffic : T1 (500 trucks per day). -Support layer : semi-coarse asphaltic concrete applied in 2000

Content

1. Introduction

2. Gripfibre ®

3. A 87 Construction

4. Environmental impact

5. Conclusions

Page 3: J-E. Urbain, E. Layerle - vtti.vt.edu J.E. URBAIN.pdfEurovia South West. -Heavy traffic : T1 (500 trucks per day). -Support layer : semi-coarse asphaltic concrete applied in 2000

Introduction

• The maintenance strategy of highway wearing course is an important issue.

• Hot and warm mix asphalt materials are able to cover all wearing course functions :

- Skid resistance

- Waterproofing

- Drainage

- Evenness

- Rolling noise

• But micro-surfacing has also adequate characteristics.

• So this process can be used instead of asphalt mixes.

Page 4: J-E. Urbain, E. Layerle - vtti.vt.edu J.E. URBAIN.pdfEurovia South West. -Heavy traffic : T1 (500 trucks per day). -Support layer : semi-coarse asphaltic concrete applied in 2000

Gripfibre ®

• What is Gripfibre ® ?

- A microsurfacing with

gap-graded or continuous

grading curve

- Composed of bitumen

emulsion often modified

by polymers, and of

organic fibres

Page 5: J-E. Urbain, E. Layerle - vtti.vt.edu J.E. URBAIN.pdfEurovia South West. -Heavy traffic : T1 (500 trucks per day). -Support layer : semi-coarse asphaltic concrete applied in 2000

Gripfibre ® : First experimentations on

highways

• Summer 1998 : 2 kms of the A71 highway were realized for maintenance works with Gripfibre® 0/10

• Measurements of braking force coefficient after 6 and 18 months

0.1

0.2

0.3

0.4

0.5

0.6

0.7

40 50 60 70 80 90 100 110 120

Bra

kin

g-f

orc

e c

oeff

icie

nt

(BF

C)

Speed (km/h)

Evolution of braking-force coefficient on motorway A71 after 6 and 18 months of service

BFC after 6 months on slowlane

BFC after 18 months on slowlane

BFC after 6 months on fastlane

BFC after 18 months on fastlane

Upper and bottom thresholdsmeasured on national roads

Page 6: J-E. Urbain, E. Layerle - vtti.vt.edu J.E. URBAIN.pdfEurovia South West. -Heavy traffic : T1 (500 trucks per day). -Support layer : semi-coarse asphaltic concrete applied in 2000

A 87 construction site

• Characteristics of construction site :

- Located between Cholet North and Cholet South exits on the A 87 highway.

- From 10th to 20th September 2007.

- Realized by a special team of Eurovia South West.

- Heavy traffic : T1 (500 trucks per day).

- Support layer : semi-coarse asphaltic concrete applied in 2000.

• Characteristics of product :

- Using of dual layer applications 0/4 – 0:10 continuous grading :

- First layer : 0/4 grading with a bitumen emulsion modified by polymers.

- Second layer : 0/10 grading with fibres to facilitate the laying of the product and these fibres avoid segregation. Fibres allow Gripfibre® to have an improved ageing resistance.

Page 7: J-E. Urbain, E. Layerle - vtti.vt.edu J.E. URBAIN.pdfEurovia South West. -Heavy traffic : T1 (500 trucks per day). -Support layer : semi-coarse asphaltic concrete applied in 2000

A 87 construction site : Mix design

Page 8: J-E. Urbain, E. Layerle - vtti.vt.edu J.E. URBAIN.pdfEurovia South West. -Heavy traffic : T1 (500 trucks per day). -Support layer : semi-coarse asphaltic concrete applied in 2000

A 87 construction site :

Tests on dual-layer micro-surfacing

Page 9: J-E. Urbain, E. Layerle - vtti.vt.edu J.E. URBAIN.pdfEurovia South West. -Heavy traffic : T1 (500 trucks per day). -Support layer : semi-coarse asphaltic concrete applied in 2000

A 87 construction site

• Laying :

• Laying controls have been carried out during the

construction site.

• During 6 days :

- Road surface coated : 117 300 m²

234 600 m² of microsurfacing

- Laying speed : between 1.5 and 2.5 km/h for a width of 3.8m

Process with a high rate, which is very

appreciated on motorway construction site.

Page 10: J-E. Urbain, E. Layerle - vtti.vt.edu J.E. URBAIN.pdfEurovia South West. -Heavy traffic : T1 (500 trucks per day). -Support layer : semi-coarse asphaltic concrete applied in 2000

A 87 construction site : Monitoring of

macrotexture after 1 year and 4 years

Page 11: J-E. Urbain, E. Layerle - vtti.vt.edu J.E. URBAIN.pdfEurovia South West. -Heavy traffic : T1 (500 trucks per day). -Support layer : semi-coarse asphaltic concrete applied in 2000

A 87 construction site : Monitoring of sideways

force after one year and four years

Page 12: J-E. Urbain, E. Layerle - vtti.vt.edu J.E. URBAIN.pdfEurovia South West. -Heavy traffic : T1 (500 trucks per day). -Support layer : semi-coarse asphaltic concrete applied in 2000

A 87 construction site : Evolution of skid

resistance on highway A87 – Direction 1

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

18.0

20.0

0.57 0.58 0.59 0.6 0.61 0.62 0.63 0.64 0.65 0.66 0.67 0.68 0.69 0.7 0.71 0.72 0.73 0.74 0.75 0.76

Distribution (%)

Sideway Force Coefficient (SFC)

Distribution of sideway force coefficient values measured on motorway A87

Direction 1

Monitoring after 1 year

Monitoring after 4 years

normal distribution

after 1 year

Normal distribution

after 4 years

0,630,71

Page 13: J-E. Urbain, E. Layerle - vtti.vt.edu J.E. URBAIN.pdfEurovia South West. -Heavy traffic : T1 (500 trucks per day). -Support layer : semi-coarse asphaltic concrete applied in 2000

A 87 construction site : Evolution of skid

resistance on highway A87 – Direction 2

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

18.0

20.0

0.55 0.56 0.57 0.58 0.59 0.6 0.61 0.62 0.63 0.64 0.65 0.66 0.67 0.68 0.69 0.7 0.71 0.72 0.73 0.74 0.75 0.76

Distribution (%)

Sideway Force Coefficient (SFC)

Distribution of sideway force coefficient values measured on motorway A87

Direction 2

Monitoring after 1

year

Monitoring after 4

years

Normal distribution

after 1 year

Normal distribution

after 4 years

0,630,66

Page 14: J-E. Urbain, E. Layerle - vtti.vt.edu J.E. URBAIN.pdfEurovia South West. -Heavy traffic : T1 (500 trucks per day). -Support layer : semi-coarse asphaltic concrete applied in 2000

Environmental impact of micro-surfacing

Page 15: J-E. Urbain, E. Layerle - vtti.vt.edu J.E. URBAIN.pdfEurovia South West. -Heavy traffic : T1 (500 trucks per day). -Support layer : semi-coarse asphaltic concrete applied in 2000

Conclusions

• Recently, Gripfibre® product was applied on sections of highways with high traffic level.

• This technique shows an advantageous environmental impact as well as very a good and durable skid resistance.

• The performance of this product is still monitored.

Page 16: J-E. Urbain, E. Layerle - vtti.vt.edu J.E. URBAIN.pdfEurovia South West. -Heavy traffic : T1 (500 trucks per day). -Support layer : semi-coarse asphaltic concrete applied in 2000

Thank you for attention

J-E. Urbain, E. Layerle

Eurovia Management

Technical Department