msesi
Materials
- May 15, 2010
- 21
I'm currently designing Asphalt concrete(AC14).The combination of the aggregate used are as follows:23%0f (10-14)mm,27% of (5-10)mm,48% of (0-5)mmm,3% 0f filler-crusher dust and 5% of 60/70 penetration grade bitumen.In the bill of quantity the bitumen 60/70 is to be paid in tonnes.The Contractor has used the density of the asphalt concrete AC14 instead of the 60/70 penetration grade.Which is the proper density to use between the two?????