SOLUTION TO PAVEMENT
FAILURE
Salihu Andaa
Yunusa and Abubakar Muhammad Ahmadu
Department of Civil Engineering
Kaduna Polytechnic, Kaduna
ABSTRACT
This
paper covered major aspect of asphalt mix design analysis, as the quality
control measure of asphalt production, using British Method of Asphalt mix
design procedure. It is aimed in highlighting the important of designed
Asphalts as compared to ordinary mixed Asphalt in Asphalt production, for any
pavement structural work. This is to analysis the merit of designed and control
Asphalt product as required by BS 594, T49 and BS 4691, in Asphalt and Bitumen
requirement. It equally include the whole laboratory test analysis, to
determine the physical and geotechnical properties of the materials needed for
the mix design, in order to attain the required data for the design
procedure, in accordance to the parent
material types and location and to control specific density of the
designed Asphalt, that will be suitable,
adoptable, durable, economical, workable and generally safe for the pavement
structural design objective of the weather condition in any specified locality.
This is equally aimed at controlling the rate of structure pavement failure in
Nigeria as a Nation before the design age, on this note, major factors that may
lead to structural pavement failure, were generally treated. The design covered
both Asphaltic Binder course of 60mm thick and Asphaltic wearing course of 40mm
as flexible pavement with Bitumen viscosity of 60/70. Basically the extraction
of the design to determine, the Bitumen content (B.C), sieve analysis,
stability, flow and void Ratio were equally include in accordance with British
stand as the control measure. All individual result of the design mix were
adequately presented. These have shown
that generally Asphalt mix design is necessary, as measure of quality control
of Asphalt both on Binder course and wearing course. Also it is very important
to note, that in any pavement structure as part of Civil Engineering Project on
road Transportation, either surface
dressing and any other classis of flexible pavement, for Government and
Individual, Design and Control should be applicable to maintain standard and
control pavement failure.
Recent Comments