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2 <br /> Particle Size Distribution Report <br /> 100 _ III 1 • 1 # M 1 I I I I <br /> II I g I 1 1 <br /> 90 I I ISI I !_ i , 1 I I I I I - *- <br /> - -1 I I 11 r I <br /> 1 I 11 l 1 I <br /> 80 1 I I I I I I I I I <br /> I I I I I I j , <br /> I i I I I I I I <br /> '70I 1 ! L 1 I I <br /> l i I 1 1 <br /> I I I I I I 1 I <br /> ce w 60 I I I I I I I <br /> Z I I ( I I <br /> I 1 1 I I <br /> z 50 1 I 1 . I <br /> W I 1 1 I <br /> U I I I I I <br /> W 40 I 1 I J I <br /> n_ I I i I <br /> i I 1 I I <br /> 30 i <br /> I _I__. I I J � �. l . <br /> 1 1 I I 1 1 I <br /> ! 1 I l I I 11 <br /> 20 1 J, 1 L E J i I. f . 1 _ :_. <br /> l I I I I 11 1 x ! <br /> 1 I I ( I 1 I <br /> 10 I E1_. I i 1 i I. l <br /> 1 HH <br /> I I I 1 1 <br /> 1 1 0 1 1 r t i t 1 r <br /> 100 10 _ 1 0.1 0.01 0.001 <br /> GRAIN SIZE-mm. <br /> +3" %Gravel %Sand %Fines <br /> % __. <br /> Coarse Fine Coarset Medium Fine Silt 1 Clay <br /> o 0.0 0.0 22.2 18.6 I 33.2 I 12.1 13.9 <br /> O 0.0 0.0 2.5 4.9 I 63.5 I 22.7 6.4 <br /> X LL PL D55 D60 D50 Dan D15 D90 Co Cu <br /> o 6.9132 2.0684 1.3790 0.5519 0.1024 <br /> 1.2541 0.7118 0.6093 0.4334 0.2468 0.1688 1.56 4.22 <br /> Material Description USCS AASHTO <br /> o Silty SAND with gravel SM <br /> ❑ Poorly graded SAND with silt SP-SM <br /> 1- 1 1 <br /> Project No. T-7342 Client: Bertch Captial Parteners Remarks: <br /> Project: Seaway Center oTested on 1/5/2016 <br /> Everett,Washington ❑Tested on 1/5/2016 <br /> o Location: Test Pit TP-9 Depth: 15.5 Sample Number: 2 <br /> ❑ Location: Test Pit TP-13 Depth: 12 Sample Number: 2 <br /> Terra Associates, Inc. <br /> Kirkland', WA Figure A-19 <br /> Tested By: FQ <br />