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C7 <br />-0 <br />0 <br />G <br />-0 <br />0 <br />.a, <br />E <br />0 <br />m <br />U <br />0 <br />0 <br />0 <br />3000 <br />2500 <br />h 2000 <br />CL <br />N <br />N <br />0 <br />65 1500 <br />M <br />(U <br />r <br />1000 <br />500 <br />Strain, % <br />Strain, % <br />Sample Type: ASTM D5321 <br />Description: <br />LL= PL= Pl= <br />Specific Gravity= <br />Remarks: Geonet held top box w/planer board, <br />HDPE clamp bottom metal plate. Water in box. <br />Consolidate/Saturate 15 min. <br />Date: SHAW E & I <br />Tested By: KH C <br />3 <br />2 <br />1 <br />15000 <br />10000 <br />� N <br />as <br />ui N <br />N N <br />N � <br />5000 <br />5 `0 <br />0 <br />Normal Stress, psf <br />Sample No. 1 2 3 <br />3 <br />Water Content, % <br />Dry Density, pcf NO SOIL INVOLVED <br />Saturation, % IN THIS TEST <br />Void Ratio <br />Side Length, in. 11.820 11.820 11.820 <br />Height, in. <br />Water Content, % <br />2 <br />r Dry Density, pcf <br />o Saturation, % <br />Q Void Ratio <br />Side Length, in. <br />Height in. <br />Normal Stress, psf 3000.0 6000.0 10000.0 <br />Fail. Stress, psf 822.2 1346.1 2805.5 <br />Strain, % 0.9 5.5 17.0 <br />Ult. Stress, psf 812.2 1346. 2801.2 <br />Strain, % 25.5 25.5 25.4 <br />Strain rate, in./min. 0.200 0.200 0.200 <br />Client: NCRC&SL 1 <br />Project: NCRC&SL �p <br />Location: Geonet (Yellow Edge) vs. Smooth HDPE (Retest) <br />Proj. No.: 118040.07 Date: 5-17-07 <br />DIRECT SHEAR TEST REPORT <br />EIVICON/OWT, Inc. <br />hecked By: RSA <br />Ultimate MEN <br />MEN <br />EN <br />• • <br />SEEM <br />ME/�■■■■■■M■■EM■■MME■■�■� <br />■E■■■■■■■■■■■■■■■ <br />no <br />■■E MEN M■Ems <br />■M■EMS ■■M■M■EMM■■■■MMMEE■■Ems <br />■E■■■■■EEE■M <br />No ME <br />EM■■EMM■MME■MME■MM■■M■■■MMME■M <br />■■MM■■■■ME■■■■■■M■■■■M■■■MM■H <br />■■EEEE■■■M/■■■■■■■■/■■■■■■■■MM <br />■■■ ■■ME/MME//EEms <br />M■MME■■■MHM/MSOME <br />son ■■■■■EM■■MENONE <br />No <br />SON ■■■■ <br />MEN <br />■■/■■■■■■■■■■■■■■■■■■■■■■■SES■ <br />MM/■■MEM■■■M■■■■■■■■■■■MESMEMO <br />■MM■S■■■EMMM■MEMM■■M■■MEMM <br />■■//E/M■MS■EM/■MMM■EMME■■MMEMO <br />ME■E■/M■EMMM■EM■EMMMOE■E■AV':ei <br />MSME■MEMO <br />MME■■son <br />M■M■EME■EMMME■■I.�/MM■■MME/ <br />■■MM■MEM■■1t/.i%■■■■■■E■■M■■�■■ <br />MEMO MwEMP%n�■■M/■MM■SE■■■MEms <br />SE■O/:.' <br />/NpS/■E■■S■■ <br />ME/ONE MMSEA��/��n/MH <br />MME■MEMO <br />d■EMMMMM■M■■EME■■■■■MMM' <br />EASE MMME■Mmom <br />Ems E <br />E■7MMHMME <br />SM <br />■MH/M <br />1 <br />10111 111 <br />Normal Stress, psf <br />Sample No. 1 2 3 <br />3 <br />Water Content, % <br />Dry Density, pcf NO SOIL INVOLVED <br />Saturation, % IN THIS TEST <br />Void Ratio <br />Side Length, in. 11.820 11.820 11.820 <br />Height, in. <br />Water Content, % <br />2 <br />r Dry Density, pcf <br />o Saturation, % <br />Q Void Ratio <br />Side Length, in. <br />Height in. <br />Normal Stress, psf 3000.0 6000.0 10000.0 <br />Fail. Stress, psf 822.2 1346.1 2805.5 <br />Strain, % 0.9 5.5 17.0 <br />Ult. Stress, psf 812.2 1346. 2801.2 <br />Strain, % 25.5 25.5 25.4 <br />Strain rate, in./min. 0.200 0.200 0.200 <br />Client: NCRC&SL 1 <br />Project: NCRC&SL �p <br />Location: Geonet (Yellow Edge) vs. Smooth HDPE (Retest) <br />Proj. No.: 118040.07 Date: 5-17-07 <br />DIRECT SHEAR TEST REPORT <br />EIVICON/OWT, Inc. <br />hecked By: RSA <br />