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, Particle Size Distribution Report <br /> e e <br /> gA <br /> 100 / ' I I I a ' 11 I 1 l ' i ' <br /> 1 1111111 A II I III <br /> a <br /> 1111 I 1 III <br /> iligiiii <br /> 90' <br /> 1111 1 1 1 111 <br /> 1 1 1 1 111 <br /> 80 <br /> I 1 I 1 i iii <br /> 1 1 I . . 1 ' 1 1 1 1 1 <br /> I 1 1 1 1 1 1 1 <br /> 70 , • , <br /> 11 1 1 111 <br /> Ill I I 1 III <br /> ce I1 1 1 1 111 <br /> w 60 i . <br /> z li i \ I <br /> EL- 1 1 1 \ 1 1 1 1 I <br /> I- , I 1 1 ‘,1 1 1 1 1 <br /> z 50 <br /> LU I 1 1 6 1 111 <br /> O 11 1 \il I 11 <br /> Ce A <br /> W 40 <br /> ri. 1 I 1111 1 I 1 111 <br /> I I 1111 1 I • III <br /> 30 ,i1 I I II , , 1 , i 41 1 11 it_ <br /> ' 1 't. 1 1 1 1 I 1 1 all <br /> 1 1 1 1 1 1 A 1 . 1 <br /> 20,_ I \ 1 I J 1 1 If i I, 1 1 <br /> 1 I 1 i I I 1 • a. I I <br /> I 1 1 1 I 1 1 III A <br /> 10 ' I 1 1 1 1 l . I, 1 <br /> 1111 1 1 I <br /> 1111 1 1 1 111 <br /> 0 . 1111 I I, 1 III I <br /> 100 10 1 0.1 0.01 0.001 <br /> GRAIN SIZE-mm. <br /> . , <br /> %Gravel %Sand %Fines <br /> _ <br /> %+3" _ <br /> ......_ .....__ _.. <br /> Coarse Fine Coarse[ Medium I Fine Silt Clay <br /> o 0.0 18.8 1 10.5 4.1 1 35.1 22.8 8.7 <br /> O 0.0 0.0 6.8 3.4 41.3 26.8 21.7 <br /> 0 0.0 0.0 1.5 3.5 51.9 29.5 13.6 <br /> X LL PL DRS D60 13_50 D30 Dis D10 I c <br /> o 34.2409 1.0022 0.6981 0.4066 0.2106 0.1076 1.53 9.32 <br /> O 1.1986 0.5621 0.4425 0.1913 <br /> A 1.0519 0.5890 0.4879 0.3068 0.1032 <br /> Material Description USCS AASHTO <br /> o Well graded SAND with silt and gravel SW SM <br /> o Silty SAND 1 SM <br /> A Silty SAND 1 SM <br /> Project No. T-7342 Client: Bertch Captial Parteners i <br /> Retriarlcs: <br /> Project: Seaway Center oTested on 1/5/2016 <br /> Everett,Washington °Tested on 1/5/2016 <br /> O Location:Test Pit TP-7 Depth: 15 Sample Number: 3 A Tested on 1/5/2016 <br /> o Location:Test Pit TP-8 Depth: 9 Sample Number: 2 <br /> A Location:Test Pit TP-8 Depth: 15 Sample Number: 3 <br /> Terra Associates, Inc. <br /> Kirkland,WA Figure A-18 <br /> Tested By: FQ <br />