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70 <br /> 60 <br /> OH or OH <br /> so <br /> x <br /> w <br /> 0 <br /> Z 40 <br /> CL or OL <br /> Q 30 <br /> P <br /> !Z <br /> 20 ' A <br /> PAH Or OH <br /> 10 OL W <br /> 7 <br /> 4 N11 L or OL <br /> 0 <br /> 0 10 20 30 40 50 60 70 80 90 100 <br /> LIQUID LIMIT M <br /> Reference- ASTM D-4�3� ' <br /> BORING DEPTH CLASSIFICATION LL PL PI MOISTURE <br /> SYMBOL NUMBER (feet) M (%) (%) CONTENT M <br /> a BH-1/ 5.0 BROWN LEAN CLAY W/SAND 31 22 9 21.7 <br /> S-1 (CL) <br /> B BH-1/ 13.0 BROWN LEAN CLAY W/SAND 43 22 21 25.5 <br /> S-3 (CL) <br /> V BH-1/ 33.0 BROWN SILTY SAND 30 24 6 27.9 <br /> ST-7 <br /> O BH-1/ 50.0 BROWN CLAYEY SAND 36 21 15 22.9 <br /> ST-10 <br /> + BH-1/ 62.0 BROWN CLAYEY SAND NP NP NP <br /> PB-12 (SC) <br /> O BH-1/ 76.0 BROWN CLAYEY SAND 45 24 21 27.8 <br /> PB-14 (SC) <br /> X BH-1/ 92.0 BROWN SILT W/SAND 33 24 9 30.6 <br /> S-16 NO <br /> $ BH-2/ 8.0 BROWN SILT W/SAND 30 23 7 22.7 <br /> IS-2 I (ML) <br /> Harding Lawson Associates Plasticity Chart <br /> Aar! <br /> j W_I Engimwmg and <br /> EnvirorwnerNat Serv+ces <br /> DRAWN JOB NUMBER APPROVED S-.ATE AEV.$EL, CATE <br /> 05561.078.01 05-20-1992 <br />