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Laboratory Report O46480.12.13-R1 <br />OMG, Inc. <br />Date of Issuance: 03/26/2014 <br />Page 6 of 9 <br /> <br />T RIN ITY |ERD <br /> <br />MAIN: 80 Yesler Way, Suite 200 Seattle, WA 98104 P: (206) 467 -0054 F: (206) 267-0272 <br />EAST: 353 Christian Street, Unit 13 Oxford, CT 06478 P: (203) 262 -9245 F: (203) 262-9243 <br />LAB: 10 Mauney Court Columbia, SC 29201 P: (803) 988 -8133 F: (803) 988-8111 <br />HI: 735 Bishop Street, Suite 430 Honolulu, HI 96813 P: (808) 535 -3144 F: (808) 535-3147 TL-199 Certified <br /> <br />3. DYNAMIC TENSILE LOADING / CYCLIC WITHDRAWAL: <br />3.1 Procedure: <br />3.1.1 Load intervals are approximately from 5% to 50% of static load average, previously determined (see <br />Section 1). Each load level is held for 10 seconds. Samples were allowed to rest for a minimum of 1 <br />minute and a maximum of 5 minutes before deflection was taken. <br />3.1.2 Testing was stopped when permanent deformation readings exceeded 0.03 inches, due to appreciable <br />vertical movement of the module attachment point. <br />3.2 Results: <br /> <br />TABLE 3A: DEFLECTION UNDER CYCLIC TENSILE LOADING, SAMPLE “C” <br />Static Load* (lbf) Applied Load <br />(lbf) Cycle # <br />Test Data (in.) Results <br />1 2 3 4 5 Avg. St. Dev. <br />Sample “C”: 2121 <br />106 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 <br />212 2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 <br />318 3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 <br />424 4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 <br />530 5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 <br />636 6 0.0025 0.0000 0.0000 0.0025 0.0000 0.0010 0.0014 <br />742 7 0.0055 0.0040 0.0050 0.0055 0.0050 0.0050 0.0006 <br />848 8 0.0145 0.0095 0.0150 0.0140 0.0100 0.0126 0.0026 <br />954 9 0.0175 0.0215 0.0185 0.0200 0.0230 0.0201 0.0022 <br />1060 10 0.0310 0.0305 0.0270 0.0280 0.0320 0.0297 0.0021 <br />*Static load determined from previous testing; see Section 1 <br /> <br /> <br />0.0000 <br />0.0050 <br />0.0100 <br />0.0150 <br />0.0200 <br />0.0250 <br />0.0300 <br />0.0350 <br />0.0400 <br />0 200 400 600 800 1000 1200 <br />Pe <br />r <br />m <br />a <br />n <br />e <br />n <br />t <br /> <br />D <br />e <br />f <br />l <br />e <br />c <br />t <br />i <br />o <br />n <br /> <br />( <br />i <br />n <br />) <br /> <br />Load (lbf) <br />FIG. 3A: DEFLECTION UPON CYCLIC LOADING, <br />SAMPLE "C" <br />Specimen 1 <br />Specimen 2 <br />Specimen 3 <br />Specimen 4 <br />Specimen 5 <br />36 <br />B