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I <br /> I <br /> Krazan & Assoc. Sieve Analysis I <br /> _ o00 <br /> C C C C C C -. V 0NS <br /> <h O lD ,-0 0 0 0 - N <br /> t0 M N :g• M t # it it it it it it it <br /> 100 • <br /> 90 I • <br /> I � <br /> 80 <br /> 70CC I <br /> W • <br /> Z 60 ' <br /> Zzi <br /> 50 <br /> W • <br /> U <br /> C4 40 <br /> W <br /> I <br /> 4. 30 ' • <br /> 20 <br /> I i <br /> 10 i iI <br /> I I <br /> I I <br /> 0 <br /> 100 10 1 0.1 0.01 0.001 <br /> GRAIN SIZE-mm. <br /> I <br /> %+3" %Gravel %Sand %Fines <br /> Coarse Fine Coarse Medium Fine Silt Clay <br /> 0.0 0.0 7.1 3.8 10.8 49.1 29.2 <br /> Test Results(ASTM C-136& ASTM C-117) Material Description <br /> Opening Percent Spec.* Pass? Light Olive Brown silty sand <br /> Size Finer (Percent) (X=Fail) <br /> .625 100.0 <br /> .5 99.0 Atterberg Limits(ASTM D 4318) <br /> .375 97.0 PL= NP LL= NV P1= NP <br /> 5 92.8 <br /> I <br /> #4 <br /> 92.9 Classification <br /> #10 89.1 USCS (D 2487)= SM AASHTO(M 145)= A-2-4(0) <br /> #20 85.1 Coefficients <br /> #40 78.3 090= 2.5238 D85= 0.8224 D60= 0.2373 <br /> #60 61.9 D50= 0.1809 030= 0.0787 D15= <br /> #100 43.9 D10= Cu-- Cc= <br /> #200 29.2 <br /> Remarks <br /> Sample I.D:64476-B <br /> I <br /> Natural Moisture Content(ASTM D-2216): 14.5% <br /> Date Received: 10/2/18 Date Tested: 10/4/18 <br /> Tested By: Cole Demas <br /> I <br /> Checked By: Corbett Mercer <br /> Title: Lab Manager <br /> (no specification provided) <br /> 111 <br /> Location:B-3 @ 5' Date Sampled: 9/18/18 <br /> Sample Number: 64476-B <br /> Client: City of Everett <br /> 'V-44411 I I-;.,.-H Kr an Project: Everett Water Main <br /> Project No: 09218011 <br /> Watermain Replacement"U" APPENDIX A-SOIL BORINGS October 1, 2019 I <br /> WO No. UP3698 SP -236 <br />