DIGEST 2006 - Sabita
DIGEST 2006 - Sabita
DIGEST 2006 - Sabita
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Figure 1: A typical example of deformation<br />
(Courtesy of CSIR)<br />
• The need to assess the<br />
implications of contact stress<br />
magnitudes and distributions<br />
on the performance of HMA.<br />
An HMA research programme was<br />
proposed consisting of:<br />
• Desk-top studies;<br />
• Forensic investigations;<br />
• Laboratory studies; and<br />
• Accelerated Pavement<br />
Testing (APT) involving both<br />
the HVS and the MMLS.<br />
Forensic investigation<br />
The forensic investigation was<br />
conducted in two phases, namely<br />
a preliminary and a detailed<br />
investigation. The purpose of the<br />
preliminary investigation was to:<br />
• Assess the quality of the mix<br />
designs in broad terms;<br />
• Identify the differentiating<br />
characteristics of good and<br />
poor performing sections;<br />
• Attempt to identify the<br />
causes of the failures; and<br />
• Identify sections for the<br />
detailed forensic study.<br />
The preliminary forensic study<br />
concluded that:<br />
• Mix design needed to be<br />
better aligned with the design<br />
environment;<br />
• More attention should be<br />
devoted to aggregate<br />
packing;<br />
• More rut resistant mixes<br />
should be selected for<br />
intersections; and<br />
• Design protocols for SMA<br />
needed to be developed<br />
and/or refined.<br />
The objectives of the detailed<br />
forensic investigation were to<br />
better understand the typical<br />
characteristics of good and poor<br />
performing HMA mixes, and to<br />
identify mix design aspects that<br />
require further study in the HMA<br />
project.<br />
Detailed investigations were<br />
conducted on several sections of<br />
the provincial road network which<br />
were classified as both good and<br />
poor performers. As part of these<br />
investigations, non-destructive<br />
testing, such as FWD deflections,<br />
Dynamic Cone Penetrometer and<br />
seismic testing, were conducted,<br />
as well as laboratory tests on<br />
cores extracted from the sections.<br />
The forensic investigation included<br />
a range of stone mastic asphalt<br />
(SMA) mixes, medium<br />
continuously graded mixes and a<br />
bitumen rubber continuously<br />
graded asphalt mix.<br />
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