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TABLE 1. <br />MATERIAL PROPERTIES <br />CLIENT:Newfields <br />PROJECT:CC&V Newmont Cripple Creek <br />Date Received:11/11/2024 QC'd By: <br />Date Reported:11/18/2024 TRI Job No.: <br />Client Sample ID:Sample 1 TRI Control No.: <br />Material Description:16oz Non Woven Geotextile <br />SPECIMENS Proj. <br />1 2 3 4 5 6 7 8 9 10 Avg.Std. Dev.Min Max Specs. <br />METHOD DESCRIPTION <br />ASTM D5261 Mass per Unit Area (oz/ yd.2) <br />Test Specimen Size: 4" x 8" <br />16.70 17.01 16.80 17.07 17.14 16.95 0.19 16.70 17.14 <br />ASTM D4751 Apparent Opening Size (U.S. standard sieve size) <br />Specimens were tested as directed in Test Method D4751.Type of sieve shaker used is W.S. Tyler Rotap. <br />100 100 100 100 100 100 N/A N/A N/A <br />ASTM D4751 Apparent Opening Size (mm) <br />Specimens were tested as directed in Test Method D4751.Type of sieve shaker used is W.S. Tyler Rotap. <br />0.140 0.133 0.141 0.144 0.145 0.141 0.005 0.133 0.145 <br />ASTM D6241 Static Puncture Strength (lbs) <br />The specimens were tested in accordance with ASTM D6241. <br />Specimens were secured between the holding plates ensuring that they extended to or beyond the outer edges of the clamping plates. <br />1298 1449 1457 1550 1486 1416 1286 1502 1509 1498 1445 89 1286 1550 <br />(End of Table 1) (Sheet 1 of 1) <br />CA241393 <br />185781 <br />By accepting the data and results presentedon this report, the Client agreesto limit the liability of TRI EnvironmentalInc from Client and all other parties for claims on issues,due to the use of this data,to the cost for the respectivetestspresentedin this report; <br />and the Client agrees to indemnify and hold harmless TRI Environmental, Inc. from and against all liabilities in excessof the aforementioned limit. <br />LEGENDS: <br />MD - MACHINE DIRECTION <br />TD - TRANSVERSE DIRECTION <br />1970 S. Santa Cruz Street, Anaheim, CA 92805, www.precisionlabs.net <br />TRI Environmental, Inc. dba Precision Geosynthetic Laboratories International