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Grain Size Test Data <br /> O g 0 <br /> `- 0 0 0 0 0 <br /> 7 ''" ,"144164 , <br /> I I _ <br /> I i <br /> I 1 !v <br /> I I <br /> I 1 <br /> 80- ----r- -'r--I --r-T r--- — y- —_--- —_ <br /> \,., • <br /> k <br /> I <br /> `\1 <br /> I <br /> I I i. <br /> N I <br /> Z • <br /> uj 60_ --r— ,.. — -- --i---- ---r i - ._._.- <br /> V- <br /> 1 <br /> Z50 __.__._--i -- --._- ---, I- itIO - <br /> W <br /> 0 <br /> a40 - _ ,-�-- ---1--- ' — --- _ _____-L <br /> 30-- -- - -1- - ------1--- ---- - <br /> 20 L___.___,___J_-J-_1-.I I _ - - <br /> 10- ----1 ,-f--L-_ _1--L_-_- -_L --1 1 <br /> 0 I I _ L 1 <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 /> O 0 0 0 1 4 16 79 <br /> ❑ 0 0 3 3 9 27 ---___ -_.- 58 <br /> A 0 ---. 0 1 1 --- 11--- 28 ---- 59 <br /> --- -------- -- --- -- --- ---- - -- ------7 ------- <br /> ✓ 0 3 1 3 9 35 49 <br /> SOIL DATA <br /> SYMBOL SOURCE SAMPLE DES ft;H Material Description USCS <br /> NO.C> TP-2 8 3.0 Sandy SILT ML <br /> Cl 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 /> V TP-3 16 11.5 Sandy SILT trace gravel ML <br /> - - - Client: Fullwiler <br /> .5276 <br /> GEOTEST1I aF Oak k Harbor <br /> Project: Fullwiler Short Plat <br /> Bellingham I Arlington <br /> www.geotest-inc.com <br /> 8 <br /> -A-"---- __ Project No.: 21-0845 _ — — Figure <br /> Tested By: JAC __ Checked By: DT <br />