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Sieve Analysis Test Report - ASTM C136/C117 <br /> 7 s c -,,FE: .(0N 0 0 �0p o v o <br /> 100 1 I <br /> I I <br /> I <br /> 90 <br /> t <br /> I I I <br /> I I I <br /> 60 1 <br /> I I • <br /> 1 <br /> 1 <br /> 70 i <br /> LLI 60 <br /> Z <br /> 50 I I I I 1 I I I I <br /> W <br /> U <br /> Li Ce <br /> O 30 i <br /> 1 <br /> o 1 <br /> cn • <br /> f <br /> tii 20 J 1 a _1 <br /> I— 1 1 <br /> a) 1 1 i I I <br /> > 10 1 0.1 <br /> 2 <br /> GRAIN SIZE-mm. <br /> no / Gr_av_e_l _ %Sand_ 1%Fines <br /> c %+3 Coarse i Fine I Coarse Medium Fine 1 Silt <br /> • 0 7 11 5 24 47 6 <br /> O SIEVE PERCENT SPEC.` PASS? Material Description <br /> SIZE FINER PERCENT (X=NO) Existing Structural Fill <br /> o <br /> L 2" 100 poorly graded sand with silt and gravel <br /> '5 I" 96 <br /> - 3/4" 93 <br /> Atterberg Limits <br /> 3/8" 87 PL= NP LL= NV PI= <br /> 2 1/4" 84 Coefficients <br /> c_ #4 82 D90= 13.8599 D85= 7.6173 D60= 0.5085 <br /> #10 77 D50= 0.4021 D30= 0.2831 D15= 0.1925 <br /> #20 70 D10= 0.1415 Cu- 3.59 Cc= 1.11 <br /> m #60 24 Classification <br /> m #100 11 USCS= SP-SM AASHTO= A-3 <br /> n #200 6.3 Remarks <br /> oNo specification provided. <br /> m <br /> a) <br /> * (no specification provided) <br /> c <br /> c Location:Native-Site Stockpile near Fiber Optic Trench on S Side of Building <br /> m Sample Number:4069A Date: 9-27-18 <br /> E <br /> -tClient: Port of Everett <br /> 0 401 <br /> 21r 91, 7a1 .;.asu° Project: Cargo Transit Shed Relocation <br /> ceT �� B°"""ti) oom °"' " 225xion Everett,WA 98208 <br /> H Project No: 18-0297 Figure SP006 <br /> Tested By: JP Checked By: BF <br />