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I <br /> I <br /> I <br /> Krazan & Assoc. Sieve Analysis <br /> C d C C .5 R oo to o 0 ik #0 <br /> O V N <br /> <0 to N M * Ti it ik a ;t ; <br /> 100 <br /> I I I <br /> 90 <br /> • <br /> 80 <br /> I CC 70 <br /> W <br /> _Z 60 <br /> I L <br /> Z 50 • <br /> w <br /> 0 <br /> CC 40 <br /> W <br /> 30 . <br /> 20 , <br /> I <br /> 10 <br /> 0 <br /> 100 10 1 0.1 0.01 0.001 <br /> GRAIN SIZE-mm. <br /> °/,+3" %Gravel %Sand %Fines <br /> I Coarse Fine Coarse Medium Fine Silt Clay <br /> I <br /> 0.0 4.3 5.9 2.6 13.0 34.8 39.4 <br /> Test Results(ASTM C-136& ASTM C-117) Material Description <br /> Opening Percent Spec.* Pass? Dark Olive Brown Silt Sand <br /> I <br /> Size Finer (Percent) (X=Fail) <br /> 1 100.0 <br /> 75 95.7 Atterberg Limits (ASTM D 4318) <br /> .5 93.6 PL= NP LL= NV PI= NP <br /> I <br /> .375 92.1 Classification <br /> 25 90.8 USCS D 2487= SM AASHTO(M 145= A-4 0 <br /> #4 89.8 ( )- )- ( ) <br /> #10 87.2 Coefficients <br /> #20 83.2 090= 5.0492 085= 1.1354 D60= 0.2411 <br /> #40 74.2 050= 0.1508 030= D15= <br /> #60 60.9 D10= Cu= Cc= <br /> #100 49.9 Remarks <br /> #200 39.4 <br /> I . Sample I.D:64476-F <br /> Natural Moisture Content(ASTM D-2216):9.0% <br /> Date Received: 10/2/18 Date Tested: 10/4/18 <br /> ' Tested By: Cole Demas <br /> Checked By: Corbett Mercer <br /> Title: Lab Manager <br /> (no specification provided) <br /> Location:B-14 Date Sampled: 9/18/18 <br /> Sample Number: 64476-F Depth: 5' <br /> I -..,- <br /> Client: City of Everett <br /> KraZaProject: Everett Water Main <br /> Project No: 09218011 <br /> I <br /> Watermain Replacement"U" APPENDIX A-SOIL BORINGS October 1,2019 <br /> WO No. UP3698 SP-235 <br />