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<br />I~ <br /> <br /> <br /> <br />1 <br />r <br />I <br />r <br />t <br />BAG( PRESSI.RE PERMEA61L7TV TEST <br />PROJECT SFW LUIS JOB N0. 14702 lAB NO. L356.6 <br />LA6 SRK-PALO. FEATLRE LEACH PAD SUESITE SOILS 997E 09/21/89 <br />SArPLE NO. 12 SPECIMEN NO. 1 <br />TEST PIT NO. 17 DFPTH 2.5 - 3.5 feet <br />DIAMETER: 10.16 cm HEICiiT: 11.67 an DR1' DENSITI': <br />M/C X (ini tial): 14.40 k Saturatian(initial): 73.15 X VOID RATIO (e): <br />M/C X (final): 19.60 X SaW ration (final): 99.57 X POROSITY n(X): <br />REMARKS: Specimen compacted to 95X of Standard Proctor C«npaction Test (NO Additive) <br /> fixed wall chamber <br /> BAC1(PRESSURE SATLRATION MTA <br /> Applied <br />Data Time Back Burette Saturation <br />M O V Pressure Read in9 <br />00/00/00 (Mrs.) (psi) (cc) (X) <br />09/21/88 17.37 20.00 0.00 73 <br />09/21/86 17.48 20.00 41.70 86 <br />09/21/88 17.50 30.00 41.70 86 <br />09/21/88 17.53 30.00 52.10 90 <br />09/22/88 10.07 30.00 69.70 95 <br />09/26/x"6 10.10 50.00 69.70 95 <br />09/26/88 10.20 SD.00 76.10 98 <br /> PERMEABILITY TEST OgTq <br /> Static DUANTITY OF FLOW Diff/tl PERMEABILITY <br />Date Time Head Head Tail Preswre Head Tail <br />M D V Diff. Tank Tank (across Tank Tank <br /> (inflow) (outflow) specimen) (inflow) (outflow) <br />00/00/00 (Hrs.) (inches) (cc/sec) (cc/sec) (psi) (cm/sec) (cm/sec) <br />09/22/88 14.75 6.81 0.30 <br />09/22/68 16.13 6.61 1.046E-03 6.054E-04 0.30 1.1E-05 6.3E-06 <br />09/22/86 17.62 6.28 9.756E-04 1.054E-03 0.10 1.0E-05 1.1E-05 <br />09/23/89 9.18 3.21 9.297E-04 9.218E-Oq 0.28 5.8E-06 5.7E-06 <br />09/23/88 16.00 2.05 8.066E-04 7.945E-04 0.28 5.3E-06 5.2E-06 <br />09/26/S^o 10.92 2.05 0.000E+00 0.000E+00 0.93 0.0E+00 0.0E+00 <br />106.5 pcf <br />0.506 <br />33.6 % <br />