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Laboratory Report O46480.12.13-R1 <br />OMG, Inc. <br />Date of Issuance: 03/26/2014 <br />Page 7 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 />TABLE 3B: DEFLECTION UNDER CYCLIC TENSILE LOADING, SAMPLE “H” <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 “H”: 2069 <br />103 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 <br />206 2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 <br />309 3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 <br />412 4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 <br />515 5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 <br />618 6 0.0065 0.0030 0.0040 0.0020 0.0060 0.0043 0.0019 <br />721 7 0.0130 0.0130 0.0120 0.0195 0.0130 0.0141 0.0030 <br />824 8 0.0260 0.0220 0.0220 0.0255 0.0230 0.0237 0.0019 <br />927 9 0.0290 0.0275 0.0280 0.0280 0.0270 0.0279 0.0007 <br />1030 10 0.0370 0.0280 0.0310 0.0355 0.0310 0.0325 0.0037 <br />*Static load determined from previous testing; see Section 1 <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 1,000 1,200 <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. 3B: DEFLECTION UPON CYCLIC LOADING, <br />SAMPLE "H" <br />Specimen 1 <br />Specimen 2 <br />Specimen 3 <br />Specimen 4 <br />Specimen 5 <br />37 <br />B