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C 0 E 0 c� d Strain, % 1 23 15000 10000 in aCL "i N N N N N � . 5000 5 @ U_ Sample No. 1 2 3 3000 Water Content, % 2500 2000 N CL �� SEMEN ■OMEN N■EE■■■N■M■SEM■�■■S■EE■■M= MME■E■■ENEMS■EE MONSOON N■■MENSEE■■■■■■■EO■M■■N■EMEMOS EEE■M■■■EM■■■■■ EMEEO■NEEMES N N EOMNOSMEN ■■■M■EE■NEN ESNE■E■E■NEEM//■SS■■SNEM ■\NEON■EENEMN MNown N■EEOEMS�EE■NMEE/■NN■EMMS ■■IN ■E■■■M ME■MMOEM NEE■ESM■EONS■M■■■■■■E■MEEES MEE mom EEE■■■■■■■SON■■MOEEEESOM■ESEEN ■■EEMNow oo M■■EN■E■E N SEMEN EEO■ NNOONENNESONE IN ME S/■■■EN■MMEN EM■■■ mom s/g— GNOME MEE■NEOEE■■EEEio!m/rrN MNE■EEM■MMF EE ■m.r1t'7EEMEft .+W■EEE■M .fOOEOENEM■■NENES■N 1500 1 111 1111 111 M w a� HSaturation, % U) 1000 Q Void Ratio 500 Side Length, in. 0 1 23 15000 10000 in aCL "i N N N N N � . 5000 5 @ U_ Normal Stress, psf Sample No. 1 2 3 SSSS Water Content, % Ems SEEM ONES SIMON Dry Density, pcf NO SOIL INVOLVED �� SEMEN ■OMEN N■EE■■■N■M■SEM■�■■S■EE■■M= MME■E■■ENEMS■EE MONSOON N■■MENSEE■■■■■■■EO■M■■N■EMEMOS EEE■M■■■EM■■■■■ EMEEO■NEEMES ■■■■■■■■■■■■■/■ ON■EEEOMOONOSE■EN■S■EEE MEN OEM ■EM■■■■EEE■■E■ EOMNOSMEN ■■■M■EE■NEN ESNE■E■E■NEEM//■SS■■SNEM ■\NEON■EENEMN MNown N■EEOEMS�EE■NMEE/■NN■EMMS ■■IN ■E■■■M ME■MMOEM NEE■ESM■EONS■M■■■■■■E■MEEES MEE mom EEE■■■■■■■SON■■MOEEEESOM■ESEEN ■■EEMNow oo M■■EN■E■E MEN IN ME■NO■■■ OMEN NOON ■M■■■■ES■■■■IN EEENSM■■EEE■E■■■EEM■EE ■■N■■EE■EE■EENEEE■■E■ E■■O■NN■NEEC SEMEN EEO■ NNOONENNESONE IN ME S/■■■EN■MMEN EM■■■ mom s/g— GNOME MEE■NEOEE■■EEEio!m/rrN MNE■EEM■MMF EE ■m.r1t'7EEMEft .+W■EEE■M .fOOEOENEM■■NENES■N mom OENSNo mom ■EEE■■ mom memos 1 111 1111 111 Normal Stress, psf Strain, % Ult. Stress, psf 149.4 415.4 2559.2 Strain, % 25.4 25.4 25.4 Strain rate, in./min. 0.200 0.200 0.200 Sample Type: ASTM D5321 Client: NCRC&SL Description: Project: NCRC&SL LL= PL= P1= Specific Gravity= Location: Geonet (Yellow Edge) vs. Smooth HDPE Remarks: Geonet held top box w/planer board, HDPE clamp bottom metal plate. Water in box. Proj. No.: 118040.07 Date: 5-16-07 Consolidate/Saturate 15 min. DIRECT SHEAR TEST REPORT Date: SHAW E & 1 E `-' (® ! ® TInc. Tested By: KP Checked By: RSA Sample No. 1 2 3 Water Content, % 3 Dry Density, pcf NO SOIL INVOLVED .f° Saturation, % IN THIS TEST Void Ratio Side Length, in. 11.820 11.820 11.820 Height, in. Water Content, % w Dry Density, pcf HSaturation, % Q Void Ratio Side Length, in. p 1 Height, in. Normal Stress, psf 3000.0 6000.0 10000.0 Fail. Stress, psf 155.6 432.9 2559.2 Strain % 16.9 23.7 25.4 Strain, % Ult. Stress, psf 149.4 415.4 2559.2 Strain, % 25.4 25.4 25.4 Strain rate, in./min. 0.200 0.200 0.200 Sample Type: ASTM D5321 Client: NCRC&SL Description: Project: NCRC&SL LL= PL= P1= Specific Gravity= Location: Geonet (Yellow Edge) vs. Smooth HDPE Remarks: Geonet held top box w/planer board, HDPE clamp bottom metal plate. Water in box. Proj. No.: 118040.07 Date: 5-16-07 Consolidate/Saturate 15 min. DIRECT SHEAR TEST REPORT Date: SHAW E & 1 E `-' (® ! ® TInc. Tested By: KP Checked By: RSA