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Road base construction 2

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N3M4N

Structural
Aug 15, 2018
24
All,

while constructing a road are there any concern with construction of the roadbed from a geotechnical or pavement engineering perspective if the road was constructed as per below:

Asphalt 100mm (Density 2500 kg/m3)
Gran A 150 mm (Density 2200 kg/m3)
Gran B 200 mm (Density 1800 kg/m3)
Gran A 100 mm (Density 2200 kg/m3)
subgrade-sand (almost like beach sand)(Density 1700 kg/m3)

The question is whether sandwiching Gran B in between two layers of Gran A is problematic/concern or not?



 
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It's a little uncommon here (USA)to use so many different layers, but the densities look good. A lot spends on sickness of layers and of course the traffic. Shear strength of the lighter material may be weaker than others and usually that's for the bottom layer.
 
Agree with OG....also, even though there is not a lot of difference between the gradation requirements of A and B, Granular B can have some coarser material. I don't like to see a finer material above a potentially coarser material in pavement construction. Unless there is a geotextile separator, there is a potential for finer material to migrate into the coarser material, thus causing a volume reduction (settlement).
 
Is the lower layer of A meant as a filter layer to keep the subgrade sand from infiltrating your subbase? Would separation fabric be cheaper?

My glass has a v/c ratio of 0.5

Maybe the tyranny of Murphy is the penalty for hubris. -
 
without having the gradations of A and B and assuming as with most road base that the gran A and B are "well graded" mixtures, than I dont see migration being a high risk. but more information might prevent all the speculation...
 
OP is probably referring to Ontario's OPSS 1010 (I believe) . . . Not sure why you want to sandwich the Gran B UNLESS the lower Gran A is already in place. Normal pracice when I was in ON was to use Gran B as lowest, then Gran A and then the asphalt. Gran A is NOT free draining like everyone thinks.
 
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