Can anyone tell me whether the "Scope" of this standard has been reduced to aggregates smaller than 5 inches (125 mm) from the former 6 inches (150 mm), as occurred with the similar ASTM C29?
If so, can anyone explain the rationale nehind this change?
Does anyone have experience with this method on large aggregates (<6 inch) and, if so, is it a reasonably reliable way of determining loose and compacted unit weights for these aggregates?
Thanks for any adivce or comments.
If so, can anyone explain the rationale nehind this change?
Does anyone have experience with this method on large aggregates (<6 inch) and, if so, is it a reasonably reliable way of determining loose and compacted unit weights for these aggregates?
Thanks for any adivce or comments.
