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TESTING, RESEARCH, CONSULTING AND FIELD SERVICES <br />- AUSTIN, TX - USA I ANA -, CA - USA I AHOCRSON, SC . USA 10040 CO - A—, I SUZHOU - GHINA <br />CLIENT- Advanced Earth Sciences <br />PROJECT. Foothills Area 2A <br />DATE RECD: 27-JU1-15 <br />TABLE 2. <br />SEAM PEEL AND SHEAR TEST RESULTS <br />MATERIAL: 60mil HDPE SEAM <br />SEAM TYPE: Fusion Weld <br />TRI JOB #: G150647 <br />QCV By. (Mrltai / <br />TEST METHOD: ASTM D6392 <br />DATE REPORT. 27 -Jul -15 <br />Crosshead Speed. 2 iNmin <br />Crosshead Speed. 2 in/min <br />SHEAREVALUAT101YPEEL <br />EVALUATION <br />ADHESION FAILURE. <br />MAXIMUM <br />% <br />LOCUS <br />PROJECT <br />MAXIMUM % Locus PROJECT <br />SAMPLE TRI STRENGTH Elongation of SPEC. <br />ID CONTROL # Ib1in width Break Ib/in width <br />SPECIMEN <br />NUMBER <br />STRENGTH <br />Ib/in width <br />INCURSION <br />% <br />OF <br />BREAK <br />SPEC. <br />&to width <br />DS -22 <br />105495 <br />181 <br />> 50% <br />BRK <br />1 Outside <br />151 <br />0 <br />SE1 <br />BRK1 <br />P64/65 <br />184 <br />> 50% <br />BRK <br />2 Outside <br />144 <br />0 <br />SE1 <br />HT <br />183 <br />> 50% <br />BRK <br />3 Outside <br />132 <br />0 <br />SE1 <br />(Sheet 1 of 1) <br />183 <br />> 50% <br />BRK <br />4 Outside <br />128 <br />0 <br />SE1 <br />179 <br />> 50% <br />BRK <br />5 Outside <br />1 127 <br />0 <br />SE1 <br />AVG: <br />136 <br />91 <br />STD. DEV. <br />11 <br />1Inside <br />125 <br />0 <br />SE1 <br />2lnside <br />139 <br />0 <br />SE1 <br />3lnside <br />148 <br />0 <br />SE1 <br />4lnside <br />138 <br />0 <br />SEI <br />5lnside <br />1 139 <br />0 <br />SE1 <br />AVG. <br />STD. DEV. <br />182 <br />2 <br />120 <br />AVG: <br />STD. DEV. <br />138 <br />8 <br />91 <br />DS -23 <br />105496 <br />181 <br />> 50% <br />BRK <br />1 Outside <br />135 <br />0 <br />SE1 <br />P65/66 <br />183 <br />> 50% <br />BRK <br />2 Outside <br />142 <br />0 <br />SE1 <br />177 <br />> 50% <br />BRK <br />3 Outside <br />135 <br />0 <br />SE1 <br />176 <br />> 50% <br />BRK <br />4 Outside <br />144 <br />0 <br />SE1 <br />183 <br />> 50% <br />BRK <br />5 Outside 1 <br />143 <br />0 <br />SE1 <br />AVG: <br />140 <br />91 <br />STD. DEV. <br />4 <br />1Inside <br />138 <br />0 <br />SE1 <br />2lnside <br />152 <br />0 <br />SE1 <br />3lnside <br />131 <br />0 <br />SE1 <br />4lnside <br />132 <br />0 <br />SE1 <br />5lnside 1 <br />128 <br />0 1 <br />SE1 <br />AVG: <br />180 <br />120 <br />AVG: <br />136 <br />91 <br />STD. DEV. <br />3 <br />STD. DEV. <br />10 <br />BREAK DESCRIPTION (ASTM D6%12 FUSION): EXTRUSION: <br />AD1 <br />ADHESION FAILURE. SPECIMENS DELAMINATED UNDER THE BEAD. <br />AD <br />ADHESION FAILURE. <br />AD2 <br />ADHESION FAILURE. <br />BRK <br />BREAK IN SHEETING. <br />AD-WLD <br />BREAKTHROUGH THE FILLET. <br />SE1 <br />BREAK AT OUTER EDGE OF SEAM. <br />SE1 <br />BREAK AT BOTTOM EDGE OF SEAM. <br />SE2 <br />BREAK AT INNER EDGE OF SEAM. <br />SE2 <br />BREAK AT TOP EDGE OF SEAM. <br />AD-BRK <br />BREAK IN FIRST SEAM AFTER SOME ADHESION FAILURE. <br />SE3 <br />BREAK AT BOTTOM EDGE OF SEAM (for PEEL only) <br />SIP <br />SEPARATION IN THE PLANE OF THE SHEET. <br />BRK1 <br />BREAK IN BOTTOM SHEETING. <br />BRK2 <br />BREAK IN TOP SHEETING. <br />AD-BRK <br />BREAK IN FIRST SEAM AFTER SOME ADHESION FAILURE. <br />HT <br />BREAK AT EDGE OF HOT TACK <br />SIP <br />SEPARATION IN THE PLANE OF THE SHEET. <br />(End of Table 2) <br />(Sheet 1 of 1) <br />By accepting the data and results presented on this report, the Client agrees to limit the liability of TRI Environmental, Inc. from Client and all other parties for claims on issues, due to the use of this data, to <br />the cost for the respective tests presented in this report; and the Client agrees to Indemnify and hold harmless TRI Environmental, Inc. from and against all liabilities in excess of the aforementioned limit. <br />1160 North Gilbert Street, ArAW, CA 92801, www.precisionlabs.riet <br />Precision Geosynthetic Laboratornationa/ dba TRI Environmental, INC. <br />