j-e. urbain, e. layerle - vtti.vt.edu j.e. urbain.pdfeurovia south west. -heavy traffic : t1 (500...
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J-E. Urbain, E. Layerle
Eurovia Management
Technical Department
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Content
1. Introduction
2. Gripfibre ®
3. A 87 Construction
4. Environmental impact
5. Conclusions
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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.
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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
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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
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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.
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A 87 construction site : Mix design
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A 87 construction site :
Tests on dual-layer micro-surfacing
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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.
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A 87 construction site : Monitoring of
macrotexture after 1 year and 4 years
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A 87 construction site : Monitoring of sideways
force after one year and four years
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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
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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
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Environmental impact of micro-surfacing
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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.
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Thank you for attention
J-E. Urbain, E. Layerle
Eurovia Management
Technical Department