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4.1.2   Preparation of materials used in the

               a.      Sub-base
               b.      Road base
               c.      Road surface


               Preparation of materials used in the sub-base

               Materials
               Sub-base  shall  be  a  natural  or  artificial  mixture  of  locally  available  materials  such  as  sand,  gravel,
               crushed aggregate etc, free from organic matter, clay lumps and other deleterious materials. It shall be
               well graded and conform to Table 4.2.2 and the following quality requirements;

                         Source : Jabatan Kerja Raya, STANDARD SPECIFICATION FOR ROADWORKS, JKR/SPJ/2008-S4,
                                                           2008 (page 14)























               Preparation of materials used in the Road base

               Construction Methods

               The FOUR (4) methods for the construction of road base course in flexible pavement
               i.      Macadam Crusher-Run Road Base
               ii.     Dry Bound Macadam Road Base
               iii.    Wet-Mix Road Base
               iv.     Bituminous Roadbase
               v.      Cement-Treated Base


               Macadam Crusher-Run Road Base

               Materials

               Crushed aggregate roadbase material shall be crushed rock, crushed gravel or a mixture of crushed rock
               and  gravel,  which  shall  be  hard,  durable,  clean  and  essentially  free  from  clay  and  other  deleterious
               materials.

               The material shall conform to the following physical and mechanical quality requirements;
               i.      The plasticity index when tested in accordance with BS 1377 shall be not more than 6.
               ii.     The aggregate crushing value when tested in accordance with MS 30 shall be not more than 25%.
               iii.    The flakiness index when tested in accordance with MS 30 shall be not more than 25%.



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