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-Vector Engineering Inc. LARGE SCALE DIRECT SHEAR REPORT <br />143E Spring Hit Drive, Grass Vafiey, CA 95945 (s3o) 272-2448 Test Method D -5321-B <br />LABORATORY SERVICES <br />Report Date: June 24, 2004 <br />t Name: FORWARD INC. Proied Name: FORWARD LANDFILL, FU -04 pro%ea No: 021605.04 <br />Superstrate: <br />Matertal 1: LL # 37 Soil, Brown Clay <br />Mate"O" GSE HDPE T/S Roll # 103125833, <br />Substrate: �+ <br />PEAK STRENGTH <br />textured side to soil <br />1197A Remolded <br />1197E <br />0 2000 4000 6000 8000 10000 12000 14000 <br />NORMAL STRESS (psf) <br />NOTE: GRAPH NOT TO SCALE <br />These results apply only to the above fisted samples /materials. The data and Information are proprietary and cannot be released without authorization of Vector Engineering Inc. <br />By accepting the data and result represented on this. page, Client agrees to"the Nab&y or Veda Engineering, Inc. riven dient and ON other parties for daims arising out of use of this <br />data to the cost fa the respective tests represented hereat, and Client agrees to Indemnity and fold harmless Veda from and against afi in excess of the alorementimed AMA. <br />_tabexcef l Projects 12002102160511197H-LSDS-rp Entered By. CLL Print Date: 06129/04 Rev. By Lab Log: <br />DCIV. • LSOS-rp (rev., 03/01/04) {.4(l 1197H <br />Page 1 of 2 <br />12000 <br />Test <br />Normal <br />Shear <br />Secant <br />Point <br />Stress <br />Stress <br />Friction <br />psi <br />psf <br />psf <br />Angle <br />10000 <br />— _ <br />-- <br />:___..:— ..:..........._�.._.._.. <br />--..�._- - i - <br />-..__._.........-- -..... <br />1. <br />13.9 <br />2000 <br />1100 <br />29 <br />2. <br />27.8 <br />4000 <br />1830 <br />25 <br />� 8000 <br />! i <br />4------ <br />3. <br />55.6 <br />8000 <br />3260 <br />22 <br />a <br />4. <br />83.3 <br />12000 <br />4320 <br />20 <br />i <br />! <br />w <br />( <br />6000 <br />� <br />i <br />Adhesion: 520 psf <br />= <br />w 4000.------r---r- <br />-- — <br />�- <br />i <br />-- — <br />Friction Angle: 18 degrees <br />' <br />Coefficient of <br />2000 <br />0.32 <br />Friction: <br />t <br />i <br />j <br />i <br />0 <br />! <br />0 <br />2000 4000 <br />6000 <br />8000 10000 <br />12000 14000 <br />NORMAL STRESS (psf) <br />NOTE: GRAPH N07 TO SCALE <br />STRENGTH ENVELOPE <br />12000 <br />(at 3.0 in. dispiment)i <br />Test <br />Normal <br />Shear <br />Secant <br />1 <br />! <br />Point <br />Stress <br />Stress <br />Friction <br />i <br />1 <br />si <br />psf <br />psf <br />Angle <br />10000__--_-- <br />t-�-__.------ <br />!1 <br />--------- <br />- i • - -- •- - - r • <br />i <br />1. <br />13.9. <br />2000 <br />1090 <br />29 <br />2. <br />27.8 <br />4000 <br />1830 <br />25 <br />8000 <br />3. <br />55.6 <br />8000 <br />3280 <br />22 <br />c=� <br />0 <br />. r..__.._.. ---• <br />t <br />-�-...---..._.. ..,.. <br />4. <br />83.3 <br />12000 <br />4310 <br />20 <br />w <br />' <br />� <br />H 6000 <br />1 <br />to <br />Adhesion: 520 psf <br />X 4000 <br />Friction Angle: 18 degrees <br />Coefficient of <br />Zoon <br />Friction: 0.32 <br />0 <br />0 2000 4000 6000 8000 10000 12000 14000 <br />NORMAL STRESS (psf) <br />NOTE: GRAPH NOT TO SCALE <br />These results apply only to the above fisted samples /materials. The data and Information are proprietary and cannot be released without authorization of Vector Engineering Inc. <br />By accepting the data and result represented on this. page, Client agrees to"the Nab&y or Veda Engineering, Inc. riven dient and ON other parties for daims arising out of use of this <br />data to the cost fa the respective tests represented hereat, and Client agrees to Indemnity and fold harmless Veda from and against afi in excess of the alorementimed AMA. <br />_tabexcef l Projects 12002102160511197H-LSDS-rp Entered By. CLL Print Date: 06129/04 Rev. By Lab Log: <br />DCIV. • LSOS-rp (rev., 03/01/04) {.4(l 1197H <br />Page 1 of 2 <br />