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Sieve Analysis Test Report - C136/C117 <br /> S <br /> 00 WSDOT-16 9-03.12(3)Gravel Backfill for Pill?:Zone Bedding <br /> l <br /> 80 � ' <br /> 1 <br /> 70 1 <br /> C of <br /> 1 <br /> W 60 r <br /> Z <br /> L_ , <br /> H <br /> W 1 <br /> i i i <br /> U • <br /> 1 <br /> 1 <br /> c W40 d <br /> u c <br /> N 1 ` <br /> c) 30 `` I _1[ <br /> in 20o 1- <br /> � _ _ <br /> o 1 ---1'-of{I i i ; ; ' <br /> To i <br /> > ° 10 1 0.1 <br /> 0 <br /> n GRAIN SIZE-mm. <br /> n <br /> c +3„ %Gravel %Sand ; %Fines <br /> - <br /> a, Coarse Fine Coarse Medium Fine Silt <br /> 0 <br /> 3 9 33 17 27 II 3 <br /> 0 SIEVE PERCENT SPEC.* PASS? Material Description <br /> SIZE FINER PERCENT (X=NO) WSDOT 9-03.12(3)Gravel Backfill for Pipe Zone Bedding <br /> £ 1-1/2" 100 99- 100 poorly graded sand with gravel <br /> 1" 95 : 75- 100 <br /> o 3/4" 91 Atterberg Limits <br /> 5/8" 88 50- 100 PL= LL= PI= <br /> 1/2" 82 <br /> 3/8" 75 Coefficients <br /> c #4 58 20-80 D90= 17.8762 D85= 14.2151 D60= 5.2617 <br /> o, #10 41 D50= 3.3090 D30= 1.1151 D15= 0.4499 <br /> 8 #20 25 010= 0.3292 Cu- 15.98 Cc= 0.72 <br /> aa, #40 14 3-24 Classification <br /> #100 4 USCS= SP AASHTO= <br /> z #200 2.9 0.0- 10 Remarks <br /> oSample meets gradation/SE specifications. <br /> o. Sand Equivalent:72(Spec:35 min) <br /> a) <br /> * WSDOT-16 9-03.12(3)Gravel Backfill for Pipe Zone Bedding <br /> c <br /> e Location:Cadman-Granite Falls(D-344)-Sampled from pit stockpile <br /> ESample Number:3709A Date: 6-18-18 - <br /> -t Client: Port of Everett <br /> 0 <br /> m rat No;. � Project: Cargo Transit Shed Relocation <br /> rn ;yv,,. ,• ,.,,,s.M11 Everett,WA 98208 <br /> Project No: 18-0297 Figure SP003 <br /> Tested By:-TG _ Checked By: BF <br />