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Vector Engineering Inc. LARGE SCALE DIRECT SHEAR REPORT <br />124,36 Lorne Rica Deft. Sudo c Grass VaWry, CA W45 Test Method ASTM D-5321 A <br />LABORATORY SERVICES <br />ReporrOets: July 30, 200 <br />__. cybntMOW ALLIED WASTE, INC. PvodN,"-= FORWARD LANDFILL �oaft. 021605.00 <br />suwwraw: r� <br />GSE Geocomposite. Singlesided-Net to HDPE <br />mw-vil: <�= <br />GSE 60 mil HDPE Tex / Smooth towards Geocoi <br />Matond 2: b <br />Bentofix ST, GCL Burnished towards Tex. HDPE <br />subatrew: => <br />Concrete Board <br />Secant <br />PEAK <br />STRENGTH <br />Normal <br />0 <br />0 <br />LSH' 7438 Clamped <br />LSN-' 743X Floating <br />LSN 743A Rasp Board <br />STRENGTH ENVELOPE: <br />10000 <br />Test <br />Normal <br />Shear <br />Secant <br />Point <br />Stress <br />Normal <br />Stress <br />Friction <br />14 000 <br />Stress <br />psf <br />Angle <br />12000 <br />psipsf <br />psi <br />1. <br />6.9 <br />1000 <br />180 <br />10 <br />2. <br />20.8 <br />3000 <br />$90 <br />11 <br />10 <br />3. <br />34.7 <br />5000 <br />1040 <br />12 <br />c <br />x70000 <br />4. <br />55.6 <br />8000 <br />1680 <br />12 <br />11 <br />� <br />1000t <br />4. <br />55.6 <br />8000 <br />1550 <br />5, <br />118.1 <br />17000 <br />4170 <br />14 <br />w <br />3750 <br />12 <br />w <br />a a000 <br />8000 <br />,07 <br />N 6000 <br />Adheslon: 0 psf <br />8000 <br />Friction Angle: <br />13 <br />degrees <br />4000 <br />Coefcieni of <br />0.24 <br />Frictlon Angle: 12 <br />2000 <br />0 <br />0 <br />LSH' 7438 Clamped <br />LSN-' 743X Floating <br />LSN 743A Rasp Board <br />NOTE: GRAPH NOT TO SCALE <br />STRENGTH ENVELOPE: <br />1800 <br />at 3 in. dis lacement <br />-I <br />Test <br />Normal <br />i_ <br />Secant <br />Point <br />Stress <br />Stress <br />Friction <br />14001 <br />psi <br />I pst <br />f <br />Angle <br />12004 <br />1. <br />6.9 <br />.1000 <br />170 <br />10 <br />2. <br />20.8 <br />3000 <br />690 <br />11 <br />,44 <br />3. <br />34.7 <br />5000 <br />1000 <br />11 <br />NOTE: GRAPH NOT TO SCALE <br />o+ <br />0 <br />NOTE: GRAPH NOT TO 3CAtE <br />2000 4000 8000 em 10000 12000 14000 lam 18000 <br />NORMAL STRESS (psf) <br />2000 4000 6000 8000 10000 12000 14000 16000 18000 <br />NORMAL STRESS (psf <br />Theso rosvda appy Dory to the show l.sted sem�dee/mecertek. Tho doth endWO&M bn enproprtotory and CiAna De rereosad w4hout evtnon?awn of Veaw £spin -Brig km l <br />By accepfinp the date end MCA ropVscnted On M& page, ChM 09raeS to 6rn4 the nabW of Vodw &VIneerMp. Int. awn dont end ea orner perms for doims aiisrrp out of aso of this <br />_ daft b rM cosf for the mspedhro fost(s) repreeented neuron. and Client Agnew to odemnty and We hemNess Vodw ft OM and sperm( ed HobAky in soca ea or the sAN mar6wed limn <br />tafebexcelIProjects1190210218o517d3Z-1.1sde ente"Op- twC Pnmaow: 07/14{/03 Rev. By, Lab Log: <br />7432-1 <br />DCN.* LSOS-rp (rev. 6-27-00) Page 1 of 2 <br />STRENGTH ENVELOPE: <br />1800 <br />at 3 in. dis lacement <br />Test <br />Normal <br />Shear <br />Secant <br />Point <br />Stress <br />Stress <br />Friction <br />14001 <br />psi <br />I pst <br />f <br />Angle <br />12004 <br />1. <br />6.9 <br />.1000 <br />170 <br />10 <br />2. <br />20.8 <br />3000 <br />690 <br />11 <br />3. <br />34.7 <br />5000 <br />1000 <br />11 <br />� <br />1000t <br />4. <br />55.6 <br />8000 <br />1550 <br />11 <br />ti <br />S <br />118.1 <br />17000 <br />3750 <br />12 <br />w <br />8000 <br />8000 <br />Adheslon: 0 Ps( <br />Frictlon Angle: 12 <br />degrees <br />4000 <br />Goefffc/ent of <br />0.21 <br />2000 <br />o+ <br />0 <br />NOTE: GRAPH NOT TO 3CAtE <br />2000 4000 8000 em 10000 12000 14000 lam 18000 <br />NORMAL STRESS (psf) <br />2000 4000 6000 8000 10000 12000 14000 16000 18000 <br />NORMAL STRESS (psf <br />Theso rosvda appy Dory to the show l.sted sem�dee/mecertek. Tho doth endWO&M bn enproprtotory and CiAna De rereosad w4hout evtnon?awn of Veaw £spin -Brig km l <br />By accepfinp the date end MCA ropVscnted On M& page, ChM 09raeS to 6rn4 the nabW of Vodw &VIneerMp. Int. awn dont end ea orner perms for doims aiisrrp out of aso of this <br />_ daft b rM cosf for the mspedhro fost(s) repreeented neuron. and Client Agnew to odemnty and We hemNess Vodw ft OM and sperm( ed HobAky in soca ea or the sAN mar6wed limn <br />tafebexcelIProjects1190210218o517d3Z-1.1sde ente"Op- twC Pnmaow: 07/14{/03 Rev. By, Lab Log: <br />7432-1 <br />DCN.* LSOS-rp (rev. 6-27-00) Page 1 of 2 <br />