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I <br /> I Particle Size Distribution Report ASTM C-117,C136 <br /> FI o � � a o00 0 0 ? 0 <br /> I 100 Co 9 N I, I f <br /> v v, a W Ti II: Q <br /> , 3 I I <br /> E i I i 1 it I <br /> i 3. I : 1 : I it I <br /> 90 -.. ._i , _a _ .. -.-_ _^�-.... ._. x_ — <br /> Il -6 <br /> 3 I 1 i ff E <br /> $0 i € a I I { <br /> ) E I j <br /> I ji ( 1 <br /> ca 1 fE <br /> 70 <br /> CD- <br /> m £ 3NN �i E <br /> E a 1 i <br /> 7 <br /> i I <br /> ii <br /> .a _Z 1 1 1 I <br /> �,z rj O E i f E { <br /> F <br /> t I <br /> i <br /> • <br /> ...-s... ...... i....... ..... ......._.............._.._.............._..........a.......3....................................................L...... <br /> LLI 40 I 1 <br /> I mC a f <br /> a) <br /> a30 ......a.....................4......................................I..................... ... . .................. ............. ....E-. ................................... <br /> O i \ i 1 <br /> o <br /> 20 €I i • <br /> ! IHt- - i <br /> o <br /> ,- i i i ? <br /> —, 100 10 1 0.1 0.01 0.001 <br /> N <br /> GRAIN SIZE-ram.o %Gravel %Sand %Fines <br /> %,+3" Coarse Fine Coarse Medium Fine ! Silt Clay <br /> 2 0 2 27 12 € 24 23 1 12 <br /> LI <br /> 1 al <br /> n <br /> SIEVE PERCENT SPEC.* PASS? Material Description <br /> SIZE FINER PERCENT (X=NO) Grab Sample,S-i <br /> 3 1" I 100 Sampled at 16' <br /> m 3/4" 98 <br /> i/2" 89 <br /> 84 PL= <br /> Atterberg Limits <br /> 3/8" LL= Pi= <br /> .o #4 71 <br /> . #8 61 C assification <br /> I = #16#30 5241 USCS= AASHTO= <br /> #50 30 Remarks <br /> m #100 19 Report:#01 <br /> Ix #200 12 <br /> io Sampled by:Client <br /> o <br /> o <br /> I a <br /> 2 <br /> Q <br /> (no specification provided) - <br /> N <br /> .0 <br /> Source of Sample:TP-3 <br /> c Sample Number: 18-1083 Date: 08 30 18 <br /> w Construction Testing Laboratories Client: South Sound Geotechnical <br /> -C • Project: Everett 7/11 (18072) <br /> oQ 400 Valley Ave.NE,Suite#102 <br /> Et Puyallup WA,98372 Tel.(253)383-8778 <br /> Project No: 7420 Figure <br /> ITested By: R Rowden Checked By: C Pedersen <br />