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Particle Size Distribution Report ASTM D6913 <br /> ' C O O O <br /> O <br /> C C C C C C O O O O (C, O_ V O <br /> (O C7 N \ a \ M Xk # # U # ak <br /> 100 <br /> I I I I I I I I I I I I I <br /> ' 90 <br /> I I I I I I I I I I I I I I <br /> I I I I I I I I I I I I I I <br /> ' 80 <br /> I I I I I I I I I I I I I I <br /> I I I I I I I I I I I I I I <br /> 70 <br /> I I I I I I <br /> 60 <br /> FL <br /> I I I I I I I I I I I I I <br /> I I I I I I I <br /> 50 <br /> I I I I I I I I I I I I I <br /> w 40 I I I I I I <br /> I I I I I I I I I I I I I I <br /> I I I I I I I I I I I I I I <br /> 30 <br /> I I I I I I I I I I I I I I <br /> I I I I I I I I I I I I I I <br /> 20 <br /> I I I I I I I I I I I I I <br /> 10 I I I I I I <br /> I I I I I I I <br /> I I I I I I I I I I I I I <br /> 0 <br /> 100 10 1 0.1 0.01 0.001 <br /> GRAIN SIZE - mm. <br /> %+3" 0 Gravel %Sand %Fines <br /> Coarse Fine Coarse Medium Fine Silt Clay <br /> 0.0 20.8 48.4 9.8--F 9.8 5.0 6.2 <br /> SIEVE PERCENT SPEC." PASS? Soil Description <br /> SIZE FINER PERCENT (X=NO) poorly graded gravel with silty and sand <br /> 1.5 100.0 <br /> 1 95.2 <br /> .75 79.2 <br /> 58.6 Atterberg Limits <br /> .5 <br /> .5 48.2 PL= NP LL=NV P1= NP <br /> #4 30.8 Coefficients <br /> #10 21.0 D90= 22.7945 D85= 20.9291 D60= 13.1351 <br /> #20 14.8 D50= 10.0620 D30= 4.5293 D15= 0.8812 <br /> #40 11.2 D10= 0.3189 CU= 41.19 Cc= 4.90 <br /> #60 9.1 <br /> 100 7.6 Classification <br /> # <br /> # 00 .2 USCS= GP-GM AASHTO= A-1-a <br /> Remarks <br /> (no specification provided) <br /> Sample No.: RCDCF-I-R Source of Sample: Date: 7/3/18 <br /> Location: Center of Panel PRC-3 Elev./Depth: FG <br /> Client: NewFields <br /> night Piesold Project: CC&V VLF2 Recertification <br /> C O N S U L T I N G NF#475.0106.026 <br /> Project No: DV108-00305-07 Figure <br /> Isted By: JHS Checked By: JDB <br />