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0 TESTING, RESEARCHr CONS NG AND FIELD SERVICES AUHTtH, TX - U9A I A m, IIA - LISA N, HC - UBA I Op6p COAHT - AYHTRwuw I SUSwpY - C�+INA CLIENT Advanced Earth Sciences PROJECT. Foothills Area 2A DATE RECD: 6-Au9-15 TABLE 1. SEAM PEEL AND SHEAR TEST RESULTS MATERIAL: 60MII HDPE SEAM SEAM TYPE. Extrusion Weld TRI JOB u: G150705 OC'd By: ani TEST METHOD: ASTM D6392 DATE REPORT.- 6 -Aug -15 Crosshead Speed: 2 iMmin Crosshead Speed: 2 INmin SHEAF? EVA—MAMMY PEEL EVALUATION ADHESION FAILURE. MAXIMUM % LOCUS PROJECT MAXIMUM % Locus PROJECT SAMPLE TRI STRENGTH Elongation of SPEC. SPECIMEN STRENGTH INCURSION OF SPEC. ID CONTROL II t1blin width Break Ibrn width NUMBER Ib/in width % BREAK Ib/in width DS -65 105849 181 > 50% BRK 1 Outside 143 0 SE3 S4/1146 BREAK IN FIRST SEAM AFTER SOME ADHESION FAILURE. 185 > 50% BRK BREAK AT EDGE OF HOT TACK 2 Outside 121 0 SE3 (End of Table 1) 180 > 50% BRK 3 Outside 117 0 SE3 182 > 50% BRK 4 Outside 146 0 SE3 181 > 50% BRK 5 Outside 116 0 SE3 AVG: 129 78 STD. DEV. 15 1Inside N/A 2 Inside 3 Inside 4 Inside 5 Inside AVG. 182 120 AVG: STD. DEV. 2 STD. DEV. DS -66 105850 180 > 50% BRK 1 Outside 166 0 SE3 S5/411 175 > 50% BRK 2 Outside 161 0 SE3 162 > 50% BRK 3 Outside 164 0 SE3 182 > 50% BRK 4 Outside 168 0 SE3 180 > 50% BRK 5 Outside 153 0 SE3 AVG: 162 78 STD. DEV. 6 1Inside N/A 2 Inside 3 Inside 4 Inside 5 Inside AVG: 176 120 AVG: STD. DEV. 8 STD. DEV. BREAK DESCRIPTION (ASTM D6392 FUSION): EXTRUSION: AD1 ADHESION FAILURE. SPECIMENS DELAMINATED UNDER THE BEAD. AD ADHESION FAILURE. AD2 ADHESION FAILURE. BRK BREAK IN SHEETING. AD-WLD BREAKTHROUGH THE FILLET. SE1 BREAK AT OUTER EDGE OF SEAM. SE1 BREAK AT BOTTOM EDGE OF SEAM. SE2 BREAK AT INNER EDGE OF SEAM. SE2 BREAK AT TOP EDGE OF SEAM. AD-BRK BREAK IN FIRST SEAM AFTER SOME ADHESION FAILURE. SE3 BREAK AT BOTTOM EDGE OF SEAM (for PEEL only) SIP SEPARATION IN THE PLANE OF THE SHEET. BRK1 BREAK IN BOTTOM SHEETING. BRK2 BREAK IN TOP SHEETING. AD-BRK BREAK IN FIRST SEAM AFTER SOME ADHESION FAILURE. HT BREAK AT EDGE OF HOT TACK SIP SEPARATION IN THE PLANE OF THE SHEET. (End of Table 1) (Sheet 1 of 1) 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 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. 1160 North Gilbert Street, Anaheim, CA 92801, www.precisionlabs net Precision Geosynthetic laboratories International dba TRI Environmental, INC. �L