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\r <br /> Compression Test-WC-35-1 <br /> 2500 t M <br /> 2000 <br /> � in . r"„ <br /> is 1500 1000 i >� rep - .,t .1 L ,:.... <br /> 9yY r wx ; Maximum Load <br /> ;.>,-44.FILI 2105 Ib -0622m <br /> mikk <br /> 0 5p� QQ Q4 ��_++amns .,. .,v�„ , w.... . �_yi r_ <br /> S 6 6 g 25 g o 0 0 o 0 0 0 g ^o 'r' 9 n <br /> 0 0 0 4 4 4 9 9 9 9 4 ) 4 4 4 4 9 4 4 <br /> Deflection On) <br /> Dry <br /> Sample depth length ' width span load compress deflection <br /> in in In in lb psi in <br /> S-C-016 2 6 8 22 2282 190.17 -0.398 <br /> S-C-017 2 6 8 22 2316 193.00 -0.681 <br /> 2299.00 Ib Average load <br /> 191.58 Iblln"2 Average compression psi <br /> -0.54 in Average deflection <br /> Wet <br /> Sample depth length width span load compress deflection <br /> in in in in Ib psi in <br /> WC-33-1 2 6 8 22 2330 184.17 -1.285 <br /> WC-34-1 2 6 8 22 2208 184.00 -1.199 <br /> WC-35-1 2 6 8 22 2105 175.42 -0.622 <br /> 2214.33 lb Average load <br /> 184.53 Ibfin^2 Average compression psi <br /> -1.04 4 in Average deflection <br /> LIV Test Result Summary of Shelterworks Faswall®Wallform Building Material Properties. <br /> Page 14 <br /> October 17,2008 <br />