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Sieve Analysis Test Report - C136/C117 <br /> C C = e Q� O O O O �0�p 0 5 <br /> N - n \ C'{ # it it # # <br /> 100--r�� WSDOT-16 9-03.9(3 Crushed Surfacing Base Course <br /> 1 F 1 1 <br /> 90 `K H- <br /> 1 <br /> 80 1 \ ' <br /> 1 1 I 1 1 <br /> 1 1 1 1 1 <br /> 70 , i i r <br /> `bi ‘*,I ', 1 <br /> rY <br /> ZW 60 \l T-1^ <br /> w <br /> Z 50 \F-I-- <br /> 0 <br /> U <br /> _C W 40 l ' ' <br /> 30 * <br /> N <br /> o20 I - (__i-,— r, <br /> a) <br /> ! bo <br /> 76 0 <br /> 10 1 01. <br /> O <br /> a GRAIN SIZE-mm. <br /> n <br /> as %Gravel %Sand %Fines <br /> a%+3 Coarse Fine Coarse Medium Fine Silt <br /> f 0 22 47 13 11 4 3 <br /> 5 <br /> o SIEVE PERCENT SPEC." PASS? Material Description <br /> a SIZE FINER PERCENT (X=NO) WSDOT 9-03.9(3)Crushed Surfacing Base Course <br /> m <br /> 1-1/4" 100 99-100 well-graded gravel with sand <br /> 1" 96 80- 100 <br /> o 3/4" 78 <br /> 5/8" 66 50-80 PL= AttLL LrL <br /> Limits P1= <br /> 1/2" 53 <br /> 3/8" 45 Coefficients <br /> c 1/4" 36 D90= 22.5441 D85= 20.9975 D60= 14.4863 <br /> a #4 31 25-45 D50= 11.7301 D30= 4.4035 D15= 1.5652 <br /> a) #10 18 D10= 0.8181 Cu= 17.71 Cc= 1.64 <br /> w #20 10 Classification <br /> m #60 5 18 USCS= GW AASHTO= <br /> n #100 4 Remarks <br /> o #200 3.3 I 0.0-7.5 j Sample meets gradation/SE/fracture specifications. <br /> a Sand Equivalent:41(Spec:40 min) <br /> a� <br /> o Percent Fracture: 100%(Spec:75%min) <br /> -Q * WSDOT-16 9-03.9(3)Crushed Surfacing Base Course <br /> 0 <br /> C Location:Cadman-Granite Falls(D-344)-Sampled from pit stockpile <br /> m Sample Number:3707A Date: 6-18-18 <br /> E _ <br /> 1= Client: Port of Everett <br /> 0 <br /> a <br /> 2 c 'oTe T ray a " Project: Cargo Transit Shed Relocation <br /> co 4," ""°"'§'GO Everett,WA 98208 <br /> H Project No: 18-0297 Figure SP002 <br /> Tested By: TG _ _ - Checked By: BF <br />