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I <br /> I Particle Size Distribution Report <br /> C ' C C G O <br /> c c . c . . ez. c o 0 0 o a Q v o <br /> e0 en N \ th ii 3t K a zr Y x '.'\i. <br /> ' <br /> 100 I I ' I . I •I I 1 f I t I I <br /> 1 I I I . ■� II 1 1 <br /> 1 1 1 1 1 1 1 i -_ •�� 1 1 <br /> I 90 - I--- r---.-`I-- Ii_!_- - i-I- I`- <br /> I 1 1 I I I I I ',eI I I <br /> i I I I I I I I I 1 I <br /> 80- 1---I-I'--1-1-IL j mi -1 -__ ___ <br /> I 11 I I I I t i I <br /> I I I I I I 1 I I <br /> 70 -i "--I- 1-1-1 -- f -1-1--1- - -- <br /> I I I I 11 I I 1 I I I -- <br /> I 1 1 1 1 1 I I I I I <br /> w 60 - -I I-----I 1-1-1-- ---1--1- <br /> z I I I I I I I I 1 <br /> i I I I I I I I I I I <br /> I <br /> 1- <br /> Z 50 <br /> to III 1- <br /> -;-I - <br /> I I IIII--- 1 +IIII-_ -_-- <br /> w [ I I ii! <br /> III <br /> - <br /> Ar I I I 1 I <br /> I 10 - LL__) I I I I. <br /> ! I L I I I I I <br /> I I I I I I I I <br /> Ia I I I I I I I I <br /> 100 10 0.1 0.01 0.007 <br /> GRAIN SIZE- mm. <br /> ��+3" %Gravel %Sand %Fines <br /> ' Coarse Fine Coarse Medium Fine Silt Clay <br /> o 0.0 0.0 2.5 1.4 [9.4 52.7 24.0 <br /> O 0.0 3.4 1.4 1.1 I4.1 58.4 21.6 <br /> A <br /> 0.0 0.0 4.6 2.4 21.3 54.9 _ 16.8 <br /> X LL PL Dgg D60 D50 DAO Di Di Cc Cu <br /> o 0.5269 0.3180 0.2677 0.1228 <br /> I 0 0.4760 0.3162 0.2750 0.1603 <br /> A 0.5947 0.3606 0.3179 0.2324 <br /> Material Description USCS AASHTO <br /> I o silty SAND SM <br /> ❑ silty SAND SM <br /> A silty SAND SM <br /> I Project No. T-6241 Client: Panattoni Construction,Inc. Remarks: <br /> Project: Intermec Site <br /> o Depth: 8.0 Feet Sample Number: TP-5 <br /> o Depth: 2.5 Feet Sample Number: TP-6 <br /> A Depth: 9 Feet Sample Number:TP-6 <br /> ITerra Associates, Inc. <br /> Kirkland, WA _ Figure A-18 <br /> I <br />