CBR for base-course in roadworks
CBR for base-course in roadworks
(OP)
I would like to find out if an unsoaked CBR value can exceed 100% for a base-course material: maximum size aggregate 37.5mmm and having a continuous grading curve, sourced from a borrow pit.
Thanks for your help.
Thanks for your help.





RE: CBR for base-course in roadworks
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