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Sieve Analysis Test Report - C136/C117 <br /> cc c m o o o o o o v S <br /> r - \ M <br /> 100 I 18-0297-Structural Fill <br /> 1 <br /> • 1 1 <br /> 90 , i • : -- <br /> 80 <br /> 1 • <br /> 1 <br /> 1 <br /> 70 , I <br /> i <br /> CC 1 <br /> LI-I 601 <br /> LL 1 i <br /> W <br /> c LLl 40 <br /> U 30 1 1 1 i 1 I <br /> a) <br /> rn <br /> n. 20 <br /> IN • <br /> 0 <br /> 0 10 _, • <br /> O , • <br /> 0 <br /> > 10 1 0.1 <br /> 2> <br /> GRAIN SIZE-mm. <br /> n <br /> as %Gravel %Sand %Fines <br /> a)O/0+3 Coarse Fine Coarse Medium Fine Silt <br /> 0 1 6 11 6 34 i 37 6 <br /> o SIEVE PERCENT SPEC.* PASS? Material Description <br /> E SIZE FINER PERCENT (X=NO) Structural Fill/Trench Backfill <br /> a) <br /> y 2" 100 poorly graded sand with silt and gravel <br /> 1" 97 <br /> o <br /> 3/4" 94 <br /> . 5/8" 92 PL= NP Atterbe�rg LimitsLL= P1= <br /> 1/2" 90 <br /> 3/8" 88 Coefficients <br /> c 1/4" 85 D90= 12.8526 D85= 6.5270 D60= 0.6405 <br /> n #4 83 D50= 0.4939 D30= 0.3348 D15= 0.2382 <br /> aa) #10 77 D10= 0.1792 Cu- 3.57 Cc= 0.98 <br /> aa) #20 68 Classification <br /> #40 43 <br /> #60 17 USCS= SP-SM AASHTO= A-1-b <br /> m #100 9 Remarks <br /> o #200 5.7 Sample meets gradation specification. <br /> a <br /> 2 <br /> m <br /> .a 18-0297-Structural Fill <br /> 0 <br /> �, Location:Native-Sampled from site stockpile <br /> ra Sample Number:3801A Date: 7-18-18 <br /> E _ <br /> -t ' Client: Port of Everett <br /> 0 <br /> a <br /> oeo <br /> . -- 741 M40018 z � Project: Cargo Transit Shed Relocation <br /> acxx.--w assas Everett,WA 98208 <br /> — Project No: 18-0297 Figure SP005 <br /> Tested By: TG _ Checked By: BF <br />