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C <br />11 <br />Vector Engineering, Inc. <br />1.3E spring HillOriw. Grass valley. eA 95945 (530) 272-244e <br />LABORATORY SERVICES <br />Forward Landfill, WMU FU -03 60mil T/S HDPE <br />Notes: <br />Average = 0.54 mm or 0.021 in. <br />Test Standard GM -12 <br />713.01 v. � � V w 885A <br />oafe: <br />Sample <br />Sample <br />Asperity <br />Number <br />Trial <br />Height (div) <br />1 <br />20 <br />1 <br />2 <br />22 <br />21 <br />3 <br />18 <br />3 <br />4 <br />22 <br />5 <br />18 <br />6 <br />23 <br />Average Height <br />7 <br />19 <br />0.0202 in. <br />8 <br />19 <br />0.51 mm <br />9 <br />18 <br />10 <br />23 <br />23 <br />1 <br />18 <br />2 <br />2 <br />17 <br />3 <br />23 <br />4 <br />22 <br />5 <br />5 <br />23 <br />6 <br />22 <br />Average Height <br />7 <br />22 <br />0.021 in. <br />8 <br />19 <br />0.53 mm <br />9 <br />23 <br />Average Height <br />10 <br />21 <br />in. <br />1 <br />23 <br />3 <br />2 <br />22 <br />3 <br />21 <br />4 <br />22 <br />6 <br />5 <br />21 <br />6 <br />22 <br />Average Height <br />7 <br />20 <br />0.0215 in. <br />8 <br />20 <br />0.55 mm <br />9 <br />21 <br />Average Height <br />10 <br />23 <br />Notes: <br />Average = 0.54 mm or 0.021 in. <br />Test Standard GM -12 <br />713.01 v. � � V w 885A <br />oafe: <br />I nese resues appy only to the aoove asteo samples. 1 he data and usotmahon are propnNary and can not be released without avlhorizaGon of Vector Engineering Inc. <br />By accepting the data and resists represented on Iles page. client agrees to limit the gabilily of Veda Engineering. Inc. from Client and all otter parties claims arising out of the use of <br />[his data to the cost lot the respective test($) represented here. and Client agrees to indemnity end hofs harmless Vector from and against as Sawily in excess of the 210rementioned limn. <br />LabexCel1Projects 1 1921121713. 1 885A-asio.xis Print ate. Entered By: Reviewed By.- LSN.- <br />CN: AH03 (rev. 01/07/03) 06110103 .ic 885A <br />Sample <br />Asperity <br />Number <br />Trial <br />Height (div) <br />1 <br />23 <br />4 <br />2 <br />21 <br />3 <br />20 <br />4 <br />22 <br />5 <br />24 <br />6 <br />22 <br />Average Height <br />7 <br />1 <br />20 <br />0.0219 in. <br />8 <br />23 <br />0.56 mm <br />9 <br />21 <br />10 <br />23 . <br />1 <br />5 <br />2 <br />3 <br />4 <br />5 <br />6 <br />Average Height <br />7 <br />in. <br />8 <br />mm <br />9 <br />10 <br />1 <br />6 <br />2 <br />3 <br />4 <br />5 <br />6 <br />Average Height <br />7 <br />8 <br />jmin. <br />m <br />9 <br />10 <br />I nese resues appy only to the aoove asteo samples. 1 he data and usotmahon are propnNary and can not be released without avlhorizaGon of Vector Engineering Inc. <br />By accepting the data and resists represented on Iles page. client agrees to limit the gabilily of Veda Engineering. Inc. from Client and all otter parties claims arising out of the use of <br />[his data to the cost lot the respective test($) represented here. and Client agrees to indemnity end hofs harmless Vector from and against as Sawily in excess of the 210rementioned limn. <br />LabexCel1Projects 1 1921121713. 1 885A-asio.xis Print ate. Entered By: Reviewed By.- LSN.- <br />CN: AH03 (rev. 01/07/03) 06110103 .ic 885A <br />