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Grain Size Test Data <br /> C C - - C sv'C g 0 0 N 0 4 8 tp M f AQ . <br /> 100 I ` l i I <br /> I <br /> ke <br /> I t <br /> I <br /> \-•tk <br /> 80 r— T—r--r—r—_—r_—_ --1— ♦ I r --- — <br /> \\N •I <br /> )1 <br /> II <br /> W • <br /> 60-- ---r— --r ---r —-- ---r-- I A — .— <br /> Z <br /> LL <br /> W <br /> 0 <br /> a — — -- ' --40 -- — - - - <br /> 30- ----1-- —. — --- --J---— --- -- ----_ <br /> 20 1 I — - --- - <br /> 10 1______1_--1.—_—�__.—L _L. .I __1— I —___I L — — <br /> 0 - _I J _I_ _- 1 J <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 /> C) 0 0 0 1 4 16 79 <br /> 0 —_ 0 -- 0________ — <br /> 3 3 _ 9 27 - -- -- __ <br /> 58 <br /> A -- 0 0 1 — 1 11 28 59 <br /> - ___ — -- <br /> O _ 0_ 0 _- 0 -- -0_ _ 19 8 - — 73__ --_- <br /> ✓ 0 — —3 1 --3 9 35 49 <br /> SOIL DATA <br /> SYMBOL SOURCE SAMPLE NO DES?H Material Description USCS <br /> C> TP-2 8 3.0 Sandy SILT ML <br /> [Ti TP-3 14 5.0 Very sandy SILT trace gravel ML <br /> A TP-1 3 7.0 Very Sandy SILT trace gravel ML <br /> O TP-2 11 10.0 Sandy SILT ML <br /> ✓ TP-3 16 11.5 Sandy SILT trace gravel ML <br /> — Client: Fullwiler — — ^ <br /> GEOTEST Bellingham l Arlington 1.888.251.5276 1 Oak Harbor OakHarbor r Project: Fullwiler Short Plat <br /> www.geotest-inc.com <br /> a-- — ------ ------------ Project No.: 21-0845 ----Figure 8 <br /> — ----- — <br /> Tested By: JAC Checked By: DT __ <br />