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v <br />C <br />Material: SKAPS 7 oz Nonwoven Geotextils <br />Sample Identification: 122751.29 <br />TRI Log #: E2330.38-09 <br />PARAMETER TEST REPLICATE NUMBER <br />Mass/Unit Area (ASTM D 5261) <br />S' diameter circle (grams) <br />Mass/Unit Area (oz/sq.yd) <br />MD - Tensile Strength (lbs) <br />TO - Tensile Strength (lbs) <br />MD - Elong. @ Max. Load (%) <br />TD - Elong. @ Max. Load (%) <br />STD. PROJ. <br />MEAN DEV. SPEC. <br />3.01 3.47 2.91 3.02 3.23 3.53 3.21 3.66 3.26 3.30 1 3.26 0.24 <br />7.00 8.07 6.77 7.02 7.51 8.21 7.47 8.51 7.58 7.68 7.58 0.56 7 min <br />231 <br />"lik <br />TRI / Environmental, Inc. <br />210 <br />1 WKA <br />Texas Research International company <br />® <br />184 <br />GEOTEXTILE TEST RESULTS <br />231 <br />221 <br />TRI Client: Republic Services <br />250 <br />236 <br />Project: Forward Landfill <br />v <br />C <br />Material: SKAPS 7 oz Nonwoven Geotextils <br />Sample Identification: 122751.29 <br />TRI Log #: E2330.38-09 <br />PARAMETER TEST REPLICATE NUMBER <br />Mass/Unit Area (ASTM D 5261) <br />S' diameter circle (grams) <br />Mass/Unit Area (oz/sq.yd) <br />MD - Tensile Strength (lbs) <br />TO - Tensile Strength (lbs) <br />MD - Elong. @ Max. Load (%) <br />TD - Elong. @ Max. Load (%) <br />STD. PROJ. <br />MEAN DEV. SPEC. <br />3.01 3.47 2.91 3.02 3.23 3.53 3.21 3.66 3.26 3.30 1 3.26 0.24 <br />7.00 8.07 6.77 7.02 7.51 8.21 7.47 8.51 7.58 7.68 7.58 0.56 7 min <br />231 <br />265 <br />175 <br />210 <br />256 <br />233 <br />252 <br />184 <br />172 <br />231 <br />221 <br />34 160 min <br />250 <br />236 <br />265 <br />260 <br />272 <br />223 <br />260 <br />190 <br />267 <br />277 <br />250 <br />27 160 min <br />82 <br />91 <br />84 <br />81 <br />88 <br />80 <br />84 <br />81 <br />81 <br />86 <br />84 <br />4 <br />105 <br />105 <br />95 <br />118 <br />111 <br />101 <br />99 <br />108 <br />100 <br />111 <br />r 105 <br />7 <br />Opening Size Diameter (mm) 0.090 0.090 0.125 0.106 0.106 <br />Sieve No. 170 170 120 140 140 <br />MD Machine Direction TD Transverse Direction <br />The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply <br />to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material. <br />TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI. <br />page 5 of 10 <br />Geosynth eticTesting.com <br />9063 Bee Caves Road / Austin, TX 78733 / 512 263 21011 fax: 512 263 2558 <br />0.103 0.014 0.18 max <br />140 <br />