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. - ,.y••,�:�. #I#& fill,. r,Fx%,c OU AII-M U1Kt=G I SHEAR REPORT <br />r24L Laboratory Services Test Method D-6243-6 <br />3d <br />oms — QTY•. SU&* C, GFs" Valley, G1 95945 <br />(530) 272.2448 Fax(530) 272-6553 <br />'left": ALLIED WASTE INC.FORWARD LANDFILL <br />C,� Sub -grade Soil <br />-_"." C,= CETCO Bentomat DN (White side up); Roll # 1832 <br />vf•/2 b GSE 60 mil Geomembrane T/S (Textured side up); Roll # 105100590 <br />►bare: C---> GSE Geocom osite Textile side down): Roll # 110104841 <br />PEAK STRENGTH <br />project No. 988011 <br />«' 120-G Remolded <br />Lsnr BFF Floatino <br />LSA!- BET <br />DTE: GRAPH NOT TO SCAT <br />STRENGTH ENVELOPE <br />at 2.5 In. dis lacement <br />so^ <br />500 <br />Secant <br />1st Normal <br />Shear <br />Secant <br />-int Stress <br />Stress <br />I <br />Friction <br />40i <br />1.0 144 60 <br />psi I pst <br />psf <br />Angle <br />400- <br />c <br />a <br />1.0 144 <br />70 <br />26 <br />2.0 288 <br />110 <br />21 <br />h <br />ion: 30 psf <br />ccr) <br />-7 Angle: 11 degrees <br />g 300 <br />5.0 720 <br />230 <br />18 <br />w <br />0.19 <br />ccI- <br />7: <br />N <br />0: <br />200 <br />tsion: 30 <br />psf <br />ion Angle: 15 <br />degrees <br />too <br />'f/cient of <br />0.27 <br />ion: <br />DTE: GRAPH NOT TO SCAT <br />STRENGTH ENVELOPE <br />at 2.5 In. dis lacement <br />so^ <br />tNormal Shear <br />Secant <br />t Stress Stress <br />Friction <br />--LSI sf psf <br />'n le <br />40i <br />1.0 144 60 <br />23 <br />2.0 288 90 <br />17 <br />c <br />a <br />5.0 720 170 <br />13 <br />Vf <br />Ui <br />h <br />w 200 <br />ion: 30 psf <br />ccr) <br />-7 Angle: 11 degrees <br />too <br />tient of <br />0.19 <br />7: <br />0a <br />0 <br />NOTE: GRAPH NOT TO SCALE <br />0 <br />0 200 400 600 Soo 1000 <br />NORMAL -STRESS (psf) <br />200 400 600 <br />NORMAL STRESS (ps0 <br />Ente ed 9y: Rev;ewad ay: <br />07/26/99 JMR 1.%t(— Page 1 of 2 <br />600 1000 11 <br />Lab Log: <br />161 D <br />