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V V1,LVI Gllty. /llVVlIlly 1114. L-Mr\UC LJII\L—v I vI ea—i-As% a aa—a vs a s <br /> Laboratory Services Test Method ASTM D-532148 <br /> 124J8 Loma Rica a*a.,Suite C.Grass VA/W,CA 83043 <br /> (SM 272-2448 fax(530)272.8553 <br /> Client Name: ALLIED WASTE P/-"-- FORWARD LANDFILL Nm 986011-9388 <br /> iftsfe: <— Board Spacers <br /> <— Brown Clay Soil LSN: 938A <br /> Material 2: —> GSE 60 mil HPDE (T/S) Ls^' BAH Clamped <br /> sues"te: —> Concrete Board <br /> DISPLACEMENT 7000 <br /> vs.SHEAR STRESS <br /> Test Normal <br /> Point Stress 6000 <br /> si sf <br /> �. 27.8 4000 <br /> 5000 <br /> 2. 55.6 8000 a <br /> 4000 <br /> 3. 118.1 17000 w <br /> Cr <br /> MOISTURE DATA: C 3000- <br /> W _ <br /> (Brown Clay Soil) <br /> 2000 <br /> Initial Water Content <br /> 18.3°6 <br /> toga <br /> Initial Dry Density: <br /> 105.7 pcf <br /> 0 <br /> Final Water Content(%) 0.0 0.5 1.0 1.5 2.0 25 3.0 <br /> 2- 3. HORIZONTAL DISPLACEMENT Cinches) <br /> 19.8 17.0 <br /> STANDARD CONDITIONS: SHEAR DfSPLACEMENT RATE. 0.04 INmin <br /> 1. The'gap"between shear boxes was set at 80 mil(2-0 mm) <br /> 2 The test specimens were flooded during testing unless otherwise noted. <br /> 3. High Normal Stress(>Spsi)was applied using air pressure. <br /> 4. Low Normal Stress(<Spst)was applied using dead weights. <br /> S. The tests were terminated after 3.0'of displacement unless otherwise noted. <br /> 6. Tests were performed In general accordance with ASTM procedure D-5321-92 Method B using a Brainard-lQilman LGA 12 direct shear machine <br /> with an effective area of 12'x 12'. <br /> TEST ORIENTATION: NORMAL STRESS <br /> TOP BOX WITH SOIL <br /> BOTTOM BOX W/CONCRETE BOARD <br /> SPECIAL TEST NOTES., <br /> 1. Each specimen of HDPE was cut to 14"x 20"and clamped Into the lower shear box with the textured side up. <br /> 2. The soil was remolded In the upper box to approximately 92%of its maximum dry density at 6%above optimum water content. <br /> 3. Each test specimen was hydrated under 100 psf for 24 hours. <br /> 4. The consolidation load was staged in pressure Increments of 15 psi every 20 minutes up to the specified normal load, <br /> consolidated for 2 hours and then sheared. <br /> I <br /> 9y oc ep"the data andrssulf rwwonted on Nu Peg4 chart ogrom to kmrf the oab*tyW Vetter avu7eww�g.Aea Aortt wnt and eta other Plea bOwns autnsup oof traa c1VW dots to <br /> the cyst tux the ruspoctire tuftal rewwonted hermn.and Client agrees to indemndy end hoAd hwm/e-s Voct r from and aq&vw so ffabdifyin excess d Me skrownentlanad Nnrt <br /> Report Date: Ery Br. r+W ReriaBy. v Let;Log: <br /> 1229/98 H`~ Page 2 of 2 �38B <br />