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I <br /> GRAIN SIZE ANALYSIS Test Results Summary ASTM D 422 <br /> ISIZE OF OPENING IN INCHES U.S.STANDARD SIEVE SIZE HYDROMETER <br /> I 338" 12` 6" I3" 1 1/2" 3/4" 3/8" 4 10 20 40 � 140 200 <br /> I <br /> 100-1 <br /> 1 90_ . .I <br /> I— <br /> I 80- <br /> W — <br /> 70- <br /> 111 COCO _ <br /> W 60 — __ .I <br /> z - <br /> IT <br /> Z 50- <br /> W , '. <br /> W 40- — <br /> O. <br /> I30 ,------ <br /> — <br /> 20- - <br /> I - <br /> 10- . - .. <br /> I 0 . - - <br /> 1000.000 100.000 10.000 1.000 0.100 0.010 0.001 <br /> IPARTICLE SIZE IN MILLIMETERS <br /> I Coarse Fine Coarse Medium Fine Silt Clay <br /> BOULDERS COBBLES GRAVEL SAND FINE GRAINED <br /> 1 Comments: <br /> 1 <br /> IExploration Sample Depth (feet) Moisture(%) Fines(%) Description <br /> B-1 S-1 2.5 9 25.8 gray silty sand, <br /> Itrace gravel <br /> I JOT NO: 81115085 PROJECT NAME: <br /> lf�rracon DATE OF TESTING: 1 1/15/201 1 Flight Line Steam Line <br /> Geotechnical and Environmental Consulting Project <br /> I <br />