A3.
4.
A4. (A) 21.18 ercent, (B) 74.25 percent, (C) 4.57 percent, (D) SP.
A5. (A) LL = 43, (B) PI = 18, (C) CL.
A6.
4.
Chapter 17
Al. (A) 1 1/2 inches, (B) 33.0 gallons, (C) 860 pounds, (D) 1,848 sacks,
(E) 333.9 tons.
Chapter 18
A1.
A2.
A3.
A4.
Lime.
Clayey soils.
Sieve analysis, Atterberg limits test, moisture-density
thaw test.
A CBR mold. (Source: NAVFAC MO-330, chapter 5.)
test, and freeze-
AVI-6
