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1�1 Forward LF ' 31n 1.5in 314in 3181n #8 100 90- 80- 70- 60- 50- 40- 0. 0 80706050400- 30 20 10 0 GRAIN SIZE ANALYSIS - ASTM D 422 U.S. Standard Sieve Size #30 #100 0 Job No. 2005-082 0 100 10 k Grain Size (mm) 0.1 0.01 Initial Dry Test Dry Boring /Sample Density Initial Moist. Density Test Moist. Permeability, K LL PL pl Unified Soil Descri tion No. (per N (pcfl (%) (cm/sec) Class. p ASB -6 @ 23'- 25' 1 1 CL 0.001 1 Geologic Associates I I 1 I 1 1 I I I i i I I I 1 I 1 1 I I I 1 I I I I 1 I I I 1 1 I i I I I I 1 i 1 1 1 I 1 1 1 I I 1 1 I I 1 I 1 1 1 I I 1 I I 1 I i 1 I I 1 I I I 1 i 1 i I I I 1 I I 1 I I I I 1 1 1 I I 1 I 1 I 1 I I 1 1 I I 1 1 1 I I I I I i I 1 I I I I I I I I I I 1 1 I I i 1 1 1 I I I I 1 i 1 I I 1 I I 1 I 7 1 0 100 10 k Grain Size (mm) 0.1 0.01 Initial Dry Test Dry Boring /Sample Density Initial Moist. Density Test Moist. Permeability, K LL PL pl Unified Soil Descri tion No. (per N (pcfl (%) (cm/sec) Class. p ASB -6 @ 23'- 25' 1 1 CL 0.001 1 Geologic Associates