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Laboratory Services 124Jd Lan® Rka div®., $uits C Csas Vafr°y, CA 05043 (530) M.244a Fax(330) M-8553 Test Method ASTM D -5321-B ALLIED WASTEFORWARD LANDFILL P-i*dw 9 8601 1-93 8 8 ''''•' <— Board Spacers <— Brown Clay Soil tsN 938A t•! __ —> GSE 60 mil HPDE (TIS) BAH Clamped Bt —> Concrete Board 'SPLACEMENT 7000 SHEAR STRESS st Normal nl I Stress 6000 27.8 i 4000 rown ey , tial Water Content 18.3% inial Ory Density: 105.7 pcf 1 Water Content(%) 2. 3. 9.8 17.0 2000 1000 0_fK_ 0.0 0.5 1.0 1.5 2.0 25 3.0 HORIZONTAL DISPLACEMENT (inches) 1 AAD CONDITIONS: SHEAR DISPLACEMENT RATE: 0.04In/m117 The -gap' between shear boxes was set at 80 mil (2.0 mm) The test specimens were nooded during testing unless otherwise noted. High Normal Stress (>5psa, was applied using air pressure. Low Normal Stress (c5pst, was applied using dead weights. The tests were terminated after 3.0' of displacement unless otherwise noted. Tests were performed In general accordance with ASTM procedure 0S321-92 Method 8 using a Brainard -10 iman LG -112 direct shear machine with an effective area of 12" x 12'. ORIENTATION: NORMAL STRESS TOP BOX WITH SOIL BOTTOM BOX W1 CONCRETE BOARD fAL TEST NOTES: Each specimen of HDPE was cut to 14' x 20- and clamped Into the lower shear box with the textured side up. The soil was remolded In the upper box to approximately 92% of its maximum dry density at 6% above optimum water content. Each test specimen was hydrated under 100 psf for 24 hours. The consolidation load was staged in pressure Increments of 15 psi every 20 minutes up to the specified normal load, consolidated for 2 hours and then sheared. rt. 'Iodate end neauN tepnwentad a Uta pagat CAmt e'Pr*'e+ to fund Me fbaiiN d V0C" En fa; N+ napectire teel(a) ntpetsnfd herwcn. and CAPnt ogroas b indemndy end boil Aa•mlera Date: Enured ar. Revi°..sd By.- 12r29/98 r12!29/98 xi _ Mc Acre ti.+M end aY °tl-W +er perDse ilt dwune anartg —of M end p9ake aY &b;fy it a Kcoee at, Me &A owv dond * Page 2 of 2 j -i IV* deft b Lab Log: 9386 • • 55.6 8000 a N 4000 118.1 17000 w Cr f- a DISTLRE DATA: o: 3000 Q W 8 CI So'I) r� rown ey , tial Water Content 18.3% inial Ory Density: 105.7 pcf 1 Water Content(%) 2. 3. 9.8 17.0 2000 1000 0_fK_ 0.0 0.5 1.0 1.5 2.0 25 3.0 HORIZONTAL DISPLACEMENT (inches) 1 AAD CONDITIONS: SHEAR DISPLACEMENT RATE: 0.04In/m117 The -gap' between shear boxes was set at 80 mil (2.0 mm) The test specimens were nooded during testing unless otherwise noted. High Normal Stress (>5psa, was applied using air pressure. Low Normal Stress (c5pst, was applied using dead weights. The tests were terminated after 3.0' of displacement unless otherwise noted. Tests were performed In general accordance with ASTM procedure 0S321-92 Method 8 using a Brainard -10 iman LG -112 direct shear machine with an effective area of 12" x 12'. ORIENTATION: NORMAL STRESS TOP BOX WITH SOIL BOTTOM BOX W1 CONCRETE BOARD fAL TEST NOTES: Each specimen of HDPE was cut to 14' x 20- and clamped Into the lower shear box with the textured side up. The soil was remolded In the upper box to approximately 92% of its maximum dry density at 6% above optimum water content. Each test specimen was hydrated under 100 psf for 24 hours. The consolidation load was staged in pressure Increments of 15 psi every 20 minutes up to the specified normal load, consolidated for 2 hours and then sheared. rt. 'Iodate end neauN tepnwentad a Uta pagat CAmt e'Pr*'e+ to fund Me fbaiiN d V0C" En fa; N+ napectire teel(a) ntpetsnfd herwcn. and CAPnt ogroas b indemndy end boil Aa•mlera Date: Enured ar. Revi°..sd By.- 12r29/98 r12!29/98 xi _ Mc Acre ti.+M end aY °tl-W +er perDse ilt dwune anartg —of M end p9ake aY &b;fy it a Kcoee at, Me &A owv dond * Page 2 of 2 j -i IV* deft b Lab Log: 9386 • •