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I <br /> I <br /> I Particle Size Distribution Report ASTM C-117,C136 <br /> C G C , C s s . 8 V 8 <br /> N., e, .- ,. .v. V 0a 5- Z 3k V. <br /> 100 "s.. <br /> I 90 <br /> ti <br /> 80 <br /> 1 <br /> 70 ° \ <br /> E CL <br /> I o W 60 <br /> w Z <br /> o u- <br /> a Z 50 <br /> o U <br /> I <br /> E• W 40 <br /> a- <br /> t <br /> N <br /> a 30 <br /> I <br /> 0 <br /> a <br /> m 20 <br /> N <br /> 10 <br /> 0 <br /> m 0 <br /> J 100 10 1 0.1 0.01 0,001 <br /> I 0 <br /> GRAIN SIZE-mm. <br /> o %Gravel %Sand %Fines <br /> j %;� Coarse Fine Coarse Medium Fine Silt Clay <br /> 2 0 2 27 12 24 23 12 <br /> 0 c SIEVE PERCENT SPEC* PASS? <br /> Material Descripton. <br /> SIZE FINER PERCENT (X=NO) Grab Sample,S-1 <br /> 3 1" 100 Sampled at 16' <br /> N 3r4„ 98 <br /> 'y 1 89 AtterbergLimits <br /> ,: <br /> O• ' 84 PL= LL= P1= <br /> ' • <br /> #8 61 Classification <br /> = #i6 52 USCS= AASHTO= <br /> #30 40 Remarks <br /> #50 30 <br /> • #100 19 Report:#01 <br /> I <br /> o #200 12 <br /> m Sampled by:Client <br /> 0 <br /> m <br /> 0 <br /> I a * <br /> 0 <br /> a <br /> a, <br /> N Ino specification provided) <br /> I o Source of Sample:TP-3 <br /> c Sample Number: 18-1083as Date: 08 30 I8 <br /> N Construction Testing Laboratories <br /> Client: South Sound Geotechnical <br /> n 400 Valley Ave.NE,Suite#102 Project: El Brett 7:l 1 (18072) <br /> I <br /> Puyallup WA,98372 Tel.(253)383-8778 Proiect No: 7420 Figure <br /> 1 Tested By: R Rowden Checked By:C Pedersen <br /> I <br />