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Sieve Analysis Test Report - C136/C117 <br /> c c t _ o 0 o o o o a o <br /> 100 , \ IF1 <br /> SDOT6 9-034(1Gravl Borrow <br /> CC <br /> W 60 '` I ._.u. - - - <br /> 1 <br /> Z -4 <br /> Z 50 T _ ' <br /> W <br /> WWW 40 -_ <br /> c) 30 <br /> ,-1, <br /> 20 <br /> a) <br /> N1,\ r <br /> > 100 10 1 0.1 <br /> 0 <br /> B.a GRAIN SIZE-mm. <br /> c %+3„ %Gravel %Sand - %Fines <br /> Coarse Fine Coarse Medium <br /> —t Fine Silt <br /> 0 28 11 1 20 1 33 I 6 2 <br /> o SIEVE PERCENT SPEC.* I PASS? Material Description <br /> SIZE FINER PERCENT (X=NO) WSDOT 9-03.14(1)Gravel Borrow <br /> 4" 100 99- 100 poorly graded sand with gravel <br /> 0 2" 100 75- 100 <br /> o 1 78 Atterberg Limits <br /> r <br /> 72 I 5/8" 71 PL= LL= PI= <br /> ,R 1/2" 70 Coefficients <br /> c 3/8" 68 D90= 36.6170 D85= 31.9806 D60= 4.4421 <br /> 0 1/4" 65 D50= 2.8568 D30= 1.3026 D15= 0.6410 <br /> o #4 61 50-80 D10= 0.4777 Cu- 9.30 Cc= 0.80 <br /> 0 #10 41 Classification <br /> V #40#20 28 0-30 1 USCS= SP AASHTO= <br /> #60 3 Remarks <br /> o #100 2 1 Sample meets gradation/SE specifications. <br /> m #200 1.5 0.0-7.0 Sand Equivalent:90(Spec:50 min) <br /> a) <br /> WSDOT-16 9-03.14(1)Gravel Borrow <br /> 0 <br /> c Location: Cadman-Everett Pit(D-047)-Sampled from pit stockpile <br /> m Sample Number:3712A Date: 6-19-18 <br /> E <br /> t Client: Port of Everett <br /> 0 <br /> ael* <br /> ro c oTe5T 7a, "«P+CO Project: Cargo Transit Shed Relocation <br /> "'ro,Geolm asaxs Everett,WA 98208 <br /> lc <br /> � amu.,, ~�,,.�.a��i�,.1"�,��., <br /> Project No: 18-0297 Figure SP004 <br /> Tested By: TG/JP Checked By: BF <br />