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Ll Forward LF 31n 1.5h 3141n 3181n #8 100- 90 80-. 0somm 70- 60- In 50 LL a 40 v d a 30- 20- 10- n 020100 0 GRAIN SIZE ANALYSIS - ASTM D 422 U.S. Standard Sieve Size #30 #100 is 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 Density o /o) Density o LL PL Pi Description No. (pcfl ( /o) (pcfl ( (cm/sec) Class. ASB -5 @ 28'- 30' 1 SC 0.001 1 GeoLogic Associates 1 I 1 1 I I 1 I I 1 I � 1 I I i 1 I 1 1 I I I I I 1 1 I I I 1 I I 1 1 1 1 , I I I 1 1 I 1 I I I I I I I 1 I I 1 I I 1 1 1 I 1 I I 1 I I 1 1 I 1 I I i I I I I I I 1 I I i I I I I I I I 1 I I 1 I I 1 1 I I i I I 1 I I I I I I 1 1 1 I I 1 1 1 I I I 1 I I I I i I � 1 1 I I 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 Density o /o) Density o LL PL Pi Description No. (pcfl ( /o) (pcfl ( (cm/sec) Class. ASB -5 @ 28'- 30' 1 SC 0.001 1 GeoLogic Associates