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i <br />1 <br />i <br />i <br />i <br />I <br />1 <br />.~ <br />S. <br /> <br />STEEPEN ROBERTSON i <br />KIRSTEN one ARK-CO <br />cuENr BATTLE M7N. G __ i ne No L.356.8 <br />OLD vRO~Ea SAN LUIS <br /> <br />Consultlnq Engineers FEATURE 80REH01 F CAM <br />SAMPtE N0. 41 .O PI FS PROJECT N0. 14702 <br />OAiE TESTED R/3n/RR <br /> GRAIN SIZE ANALYSIS <br /> U. S_ STANDARD SI <br />3" I.S ~ 3/4" 3/8" 4 EVE SIZES <br />6 f6 30 HYDROMETER ANALYSIS <br />50 100 200 <br />100 I I I 1 I <br /> I I I I <br />9o I I i I I <br />~ I I I <br /> I I i I <br />7o I 1 I I I <br /> I I I I <br />so I I I I I <br /> I I I I <br />so I I <br /> I I I I I <br />ao I I I I I <br /> I I I I ~ I <br />~ I I ~. <br /> I <br />20 I I <br /> I I <br />10 I <br /> I <br /> <br />0 I I <br />10 0 10 I.O ' . O.I <br />GRAIN SIZE IN MILLIMETERS 0.01 0.00 1 <br /> GRAVEL SAND <br /> <br />COARSE FINE <br />MEDIUM SILT .OR CLAY <br />FINE <br />lIOUID LIMIT <br />DESCRIPTION <br />U. S. Portide Percanl <br />ieve Size Finer <br /> <br /> <br />3.0' 126.7 <br />3.0' 76.0 <br /> <br />US. <br />Iwe <br />3/4' <br />3l9~ <br />4 <br />8 PLASTICITY INDEX <br /> <br />Portide Percent U.S. Parfkie PtrOenf <br />mm Finer Slwe Iz• Firw <br />19.00 gl 30 .590 56 <br />9.30 86 SO .29T qg <br />4.730 75 I OO .14 9 41 <br />2380 6g 200 .074 2g,g <br />USCS_ Q`1 <br />Porticle Percent <br />Izemm Finer <br />.019 <br />.009 <br />.003 <br />.002 <br />f.3 38.0 100 16 1.190 61 - .037 .001 <br />2K FORM LR-1 FIGURE N0. <br />