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subbase/base courses ASTM D 1241

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georam

georam

Geotechnical
Joined
Apr 28, 1999
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114
Location
CA
What is the PRACTICAL difference between the Type I and II soil-aggregate mixture (other than gradation) ?
Why do they separate between the two gradation families (A,B,C and D for Type I, and E and F for Type II)

Thanks for info
Regards
 
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