Download - Session 83 Dina Kuttah
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Dina Kuttah
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We contribute to construct high quality roads
but at the same time we contribute to demolish the
roads
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We enhance the demolition of the roads in case
they have reached the end of their service life
and can no longer perform properly, so instead
of making continuous local maintenances to the
roads (something which is costly), it is better to
remove the existing pavement surface and
replace it by a new one.
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What about the environment?
To the
landfill
Or
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WP4 Objective
To collect knowledge to support the optimum use of RA with
respect to various issues like:
• RA production
• RA processing and handling
• RA introduction in the mixing plant or mixing process
Re-Road Objective
Facilitate the highest possible potential of recycling of reclaimed
asphalt and to support recycling of RA in high percentages in
surface layers in heavily trafficked roads in Europe.
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Milling Operation Excavation Operation
(In the case of minor deformation,
cracking ..etc)
In the case of major weaknesses
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Cold milling Hot milling
In this case, the overall pavement surface will be removed
Task 4.3
Not
recommended
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Receiving and rough sorting
according to the following incoming
qualities:
Milled materials Excavated materials
Separation
Removal of undesirable materials like
surplus, gravel, soil, etc
1
2
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Crushing and Screening3
Milled materials Excavated materials
Storage Process4
Homogenization5
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Mixing directly in the mixer Mixing in the heating conveyor
Mixing in the drying drum Mixing in the parallel drum
Batch mixing plants
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The recycling RA in new hot-mix asphalt is common practice in
Germany.
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Du to the funds
received from Re-
Road project, we
could recycle “for the
first time” asphalt
mixtures with 50% RA
in Slovenia
20% (m/m) asphalt recycling No recycling
Operation and quantity Costs in Euro Operation and quantity Costs in Euro
cold milling 1000 m2 of
asphalt layer 6 cm deep
2170 cold milling 1000 m2 of
asphalt layer 6 cm deep
2170
transport of 60 m3 RAP
distance 10 km
425.4 transport of 60 m3 RAP
distance 10 km
425.4
Crushing 60 m3 RAP 812.4 Stockpile fee and tax for
60 m3 RAP
510
Production of 300 m3
asphalt containing 20%
RAP
43800 Production of 300 m3
asphalt without RAP
54750
Sum for 20% RAP 47207.8 Sum without RAP 57855.4
Typical costs (2012 prices) with and without 20% recycling obtained from CP Ljubljana
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Summary and Conclusion
The attempts have been made to incorporate RA into HTMmixes show that a moderate RA incorporation of (20-30%)does not affect the mixes composition or properties toomuch.
At higher RA materials incorporations (between 30-50%), the mechanical properties are more sensitive.
The technology is available regarding high percentage of RA involvement, but can be improved and optimized further.
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References
• Handbook for Recycling of Asphalt (2004), Vägverket, Publication -No.
2004-91, In Swedish.
• Dina Kuttah, Erik Nielsen, Anders Pettersson and Marjan Tusar (2012):
“Production and processing of reclaimed asphalt - Selected case studies”,
Deliverable 4.4 Re-Road Project.
• Marjan Tušar, Erik Nielsen, Fatima Batista, Maria de Lurdes Antunes,
Konrad Mollenhauer, Stefan Vansteenkiste, Ian Carswell, Dina Kuttah, Leif
Viman, Andreas Waldemarson (2012): “RA optimization in asphalt plant
mixing”, Deliverable 4.5, Re-Road Project.
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??
The answer is