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Forward LF Sin 1.51n 3/4in 3/8in #8 100 90- 80- 70- 4, 080704, a, 60 - co c 50- 40- 30- 20- 10 040302010 0 0 GRAIN SIZE ANALYSIS - ASTM D 422 U.S. Standard Sieve Size #30 #100 i Job No. 2005-082 100 10 1 Grain Size (mm) 0.1 0.01 Initial Dry Test Dry Boring /Sample Initial Moist. Test Moist. Permeability, K Unified Soil No. Density (oho) Density N (cm/sec) LL PL PI Class. Description (Pcfl (Pcf) ASB -2 @ 23'- 25' CL 0.001 1 Geologic Associates I I 1 1 I 1 1 I I I I 1 I I 1 I I I I 1 I 1 i I I 1 i 1 1 I I I 1 I 1 1 I 1 1 I I i 1 I I 1 i I 1 1 I I I 1 I 1 1 I i 1 I I 1 i I 1 1 1 1 I I I I I I 1 I 1 I I I I I I I i I I I I 1 1 I 1 1 I I 1 I I I I I I I 1 1 1 I 1 I I I 1 I I I I I I I I 1 I 1 I I I I I I I i I I 1 1 1 I I I I I 1 I 1 1 I I I I I I I I 1 I 100 10 1 Grain Size (mm) 0.1 0.01 Initial Dry Test Dry Boring /Sample Initial Moist. Test Moist. Permeability, K Unified Soil No. Density (oho) Density N (cm/sec) LL PL PI Class. Description (Pcfl (Pcf) ASB -2 @ 23'- 25' CL 0.001 1 Geologic Associates