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APPENDIX VI - CONTINUED - 14070_487
INDEX - 14070_489

Engineering Aid 1 - Advanced Structural engineering guide book
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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







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