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Sieve Analysis Test Report - C136/C117 <br /> c = : .E S m o 0 0 0 <br /> o M - \ co 4 # # i' 4 it S S S <br /> • .• <br /> 100 i I 18-0297-Structural Fill <br /> • I <br /> 90 <br /> I <br /> I <br /> I I <br /> 80 • I 1" <br /> 70 <br /> I I I I <br /> i I I I I <br /> I I I I I I ICC I I I I I <br /> I I <br /> • <br /> W 60 - - I I . <br /> Z <br /> LT I I I I I <br /> F— <br /> Z 50 I - - <br /> W I • I I <br /> U I I <br /> ci <br /> cw <br /> 40 <br /> Cl) I I I I I I I I I I <br /> I <br /> U 30 <br /> a) • <br /> ci) I I I I <br /> i i •' <br /> in PO aI a -I. - 4 _ <br /> a) I I <br /> H • <br /> 0 <br /> O 10 , I <br /> C7 • <br /> p T I <br /> 0 1 1 <br /> 0 100 10 1 0.1 <br /> n GRAIN SIZE-mm. <br /> ca %Gravel %Sand %Fines <br /> a) Coarse _ Fine Coarse -7Medium Fine Silt <br /> 0 13 29 II 21 20 6 <br /> SIEVE PERCENT SPEC.* PASS? Material Description <br /> n SIZE FINER PERCENT (X=NO) Structural Fill/Trench Backfill <br /> a) <br /> 2" 100 <br /> 0 1" 93 <br /> o 3/4" 87 Atterberg Limits <br /> 1/2" 75 PL= LL= PI= <br /> 3/8" 70 Coefficients <br /> c 1/4" 62 D90= 21.6564 D85= 18.0142 D60= 5.5271 <br /> a #4 58 D50= 2.5478 D30= 0.5254 D15= 0.2559 <br /> a) #10 47 D10= 0.1773 Cu= 31.17 Cc= 0.28 <br /> o <br /> 0 #20 37 Classification <br /> #40 26 <br /> a #60 15 USCS= AASHTO= <br /> = #100 9 Remarks <br /> o #200 5.8 Sample meets gradation specification. <br /> o. <br /> a> <br /> a> I <br /> _o * 18-0297-Structural Fill <br /> 0 <br /> a Location:Native-Sampled from site stockpile <br /> co Sample Number:3695A Date: 6-14-18 <br /> E <br /> Client: Port of Everett <br /> 0 <br /> o. <br /> a) oi-e5 74 <br /> 'M4""r)'''" Project: Cargo Transit Shed Relocation <br /> "'"`'<"'""'411,m,,COM m asnae <br /> (n Everett,WA 98208 <br /> W WGS <br /> .Citltl91� .CV <br /> H Project No: 18-0297 Figure SP001 <br /> Tested By: TG/JP _ Checked By: BF <br />