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I <br /> I <br /> Krazan & Assoc. Sieve Analysis <br /> 000 <br /> C C C C C C N .Ce) O . O O N <br /> • <br /> 100 • A. <br /> I I <br /> 90 • I <br /> 80 I <br /> 70CL 1 <br /> Z 60 <br /> LL <br /> i- <br /> Z 50 <br /> U i <br /> CL 40 <br /> W <br /> I a. 30 a <br /> 20 <br /> I I <br /> 10 <br /> I I <br /> I I <br /> O <br /> 100 10 1 0.1 0.01 0.001 <br /> GRAIN SIZE-mm. <br /> +3" %Gravel %Sand %Fines <br /> % Coarse Fine Coarse Medium Fine Silt Clay <br /> i 0.0 0.0 6.3 4.3 15.4 36.2 37.8 <br /> Test Results(ASTM C-136& ASTM C-117) Material Description <br /> Opening Percent Spec.* Pass? Dark Gray silty sand with Gravel <br /> Size Finer (Percent) (X=Fail) <br /> .625 100.0 <br /> .5 98.4 Atterberg Limits(ASTM D 4318) <br /> .375 97.1 PL= NP LL= NV PI= NP <br /> .25 94.7 <br /> #4 93.7 Classification <br /> #10 89.4 USCS (D 2487)= SM AASHTO(M 145)= A-4(0) <br /> #20 83.2 Coefficients <br /> #40 74.0 D90= 2.2189 D85= 1.0568 060= 0.2380 <br /> #60 61.2 050= 0.1527 030= D15= <br /> #100 49.6 010= Cu= Cc= <br /> #200 37.8 <br /> Remarks <br /> Sample I.D:64476-E <br /> Natural Moisture Content(ASTM D-2216):9.1% <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 /> I <br /> Location:B-11 @ 5' Date Sampled: 9/18/18 <br /> Sample Number: 64476-E <br /> iClient: City of Everett I <br /> "` Kre <br /> 1� an <br /> Project: Everett Water Main <br /> Project No: 09218011 <br /> 111 <br /> Watermain Replacement"U" APPENDIX A-SOIL BORINGS October 1, 2019 1 <br /> WO No. UP3698 SP-234 <br />