defg
Structural
- Jul 7, 2006
- 55
I'm currently supervising a road designed to a bitumen standard-surfacedressing.The pavement layers composes of stabilised subbase,crushed stone base(CRR)and surfacing.Now I'm at base course stage and in principle Ihave already analysing the most important tests required for the assessment of the rock to be used as stone base.The tests already conducted are grading analysis,P.I,ACV,LAAV,SSS(5cycles)and TFV dry/TFVsoaked.Is pertographic analysis important in this case?and what else important tests to be conducted?