Page 62 - Lecture Notes DCC3113
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The Flexible Pavement Works




















                                           Figure 4-4: The Flexible Pavement Work

               The functions of flexible pavement’s layer:

                                        Table 4-2: The functions of flexible pavement’s layer

                            Layer                                       Function

                Subgrade
                                               i.   Subgrade is a layer of natural soil or filled soil, ready to receive
                                                    the pavement material over it.
                                               ii.   Subgrade is the lowest layer below the road formation level.
                                               iii.   It acts as foundation underneath the pavement structural layer.
                                               iv.   Must possess enough soil bearing capacity.


                Sub-base                       Sub-base is one course that is constructed with quality materials. This is
                                               the lowest layer of pavement that is constructed onto the sub-grade. The
                                               functions of sub-grade:
                                               i.   Support the road base and spreads the force to the sub-grade.
                                               ii.   Prepares the drainage using rough materials.
                                               iii.   Prepares a cover at any layer that is constructed.
                                               iv.   Bears the pressure from heavy vehicles so the sub-grade will not
                                                    crack.
                                               v.   Prevent the sub-grade from traffic flow.
                Road base
                                               Base  or  road  base  is  the  main  course  to  absorb  force  from  surface
                                               directly and spread the force to the thickest layer. This layer is normally
                                               made from broken stones which may be bounded or unbounded. It is
                                               used to help spread traffic load on large area of sub-grade so that the
                                               stress  intensity  remains  within  the  capabilities  of  the  sub-grade.  Thus
                                               undue  deformation  caused  by  the  consolidation  of  the  sub-grade  is
                                               prevented.

                Surface layer
                                               i.   The wearing course is the top most layers in a pavement.
                                               ii.   Provides smooth and dense ridding surface.
                                               iii.   Takes up wear and tear due to traffic.
                                               iv.   Provides water tight surface against filtration of surface water.
                                               v.   Provides hard surface which can withstand the pressure exerted
                                                    by tyres of vehicles.



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