Project title:
Better Type of Bituminous Concrete for Wearing Courses
 |
 |
File: C002.1
Problem:
In the case of wearing courses, there are no recognised methods for determining, the most appropriate type of bituminous surface for given environmental and pavement structure conditions and traffic density. The choice is often subjective, depending on the designer's experience.
Objectives:
The object of the study is to establish a certain number of simple, empirical rules concerning the performance of various coatings, based on detailed observations. These rules should allow a surer choice of the appropriate type of surface treatment and thus contribute to the design of more durable pavements.
Methodology:
The study analyses a certain number of road sections, for a total length of 200 kilometres, noting the age of the surface, the traffic density and components, the type of asphalt and the geographic location, with a special focus on central Quebec. The study is also limited to the conventional type of wearing courses used in Québec and known as MB4 and MB5, recycled or non-recycled, and Skip Mix. The comparison focuses on resistance to cracking, rutting and slipperiness.
General information:
Modality:
Private company
|
Beginning:
|
1990-04-01
|
|
Ending:
|
1991-03-31
|
| Departmental funding: |
$181 490 |
| Total cost: |
$181 490 |
|
Research report:
Performance relative des couches d'usure en béton bitumineux posées au Québec entre 1977 et 1985
Available in the collection
Études et recherches en transport
Final reports are available for loan from the
Transports Québec Documentation Centre.
Results and recommandations:
Among the study's conclusions, it is noted that certain factors, including age, cumulative traffic and types of aggregate, have a greater influence on surface performance. Aggregate typology emerges as the most significant variable, even ahead of mix typology. The optimum choice of asphalt is the result of a weighting between resistance to cracking or rutting. Thus, an MB5 mix is acceptable as far as these two aspects are concerned, giving way to MB4 for resistance to cracking and Skip Mix for resistance to rutting.
Project supervisor
for Ministère des Transports du Québec:
Pierre Langlois
Direction du laboratoire des chaussées
930, chemin Sainte-Foy, 5e étage
Québec, Québec
|
|
|
|