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111 <br /> GRAIN SIZE ANALYSIS Test Results Summary ASTM D 422 <br /> ISIZE OF OPENING IN INCHES U.S.STANDARD SIEVE SIZE HYDROMETER <br /> I <br /> 100_13 '2" �" �3" 1 1/2" 3/4" 3/8' 4 10 20 40 6i 140 200 <br /> iI j I <br /> ....._.. <br /> 90- <br /> I <br /> 0 <br /> 80- <br /> W - <br /> 70- <br /> } — <br /> CO <br /> W 60- -- ' <br /> Jr_ _ <br /> Z 50- i - <br /> W _ <br /> C.) <br /> W 40- <br /> a <br /> \:..... <br /> I 30- _ . <br /> 20 <br /> 10- <br /> 1000.000 100.000 10.000 1.000 0.100 0.010 0.001 <br /> IPARTICLE SIZE IN MILLIMETERS <br /> I <br /> Coarse Fine Coarse Medium Fine Silt Clay <br /> BOULDERS COBBLES GRAVEL SAND FINE GRAINED <br /> IComments: <br /> I <br /> IExploration Sample Depth (feet) Moisture(%) Fines(%) Description <br /> B-3 S-1 2.5 9 2.9 brown sand, with <br /> IIgravel,trace silt <br /> ' JOB NO: 81115085 PROJECT NAME: <br /> l�erracon DATE OF TESTING: 11/15/2011 Flight Line Steam Line <br /> Geotechnical and Environmental Consulting Project <br /> I <br />