1202 100TH CT SE 2022-12-15 - Laserfiche WebLink

i al 0 70 I _ f ' , I LEGEND i I r za .. CL:Low plasticity inorganic clays;sandy and silty clays LC _ . H I.'_ — it 1 4- —j CH:High plasticity inorganic clays 60 , 1 ; ;... — 1 1 _3. _ ML:Inorganic silts and clayey silts v i illi1111 of low plasticity - .._. — MH:Inorganic silts and clayey silts of high --) — plasticity P sti 50 1 CL ML:Silty clays and clayey silts .11 1 ! i _ _ OL:Organic silts and clays of low plasticity _...i i — ;. — .-- __.. OH:Organic silts and clays of high plasticity LL:Liquid limit W 40 0 Z ! __ _ ;—, 1___ _ — PL:Plastic limit } — _ , i—, — I— PI.Plasticity in dex; l=LL-PL 1----- - - — — - + — ,— i — - — , --- - NP:Nonplastic CO 30 v :Nonplastic a _ — —._ _ n,»:Test value exceeds limit of graph • 1 — — — FINES%:Percentage of specimen mass passing 20 — the No.200 sieve NAT WC%:Natural water content — —! 114, <2 urn°/a Percentage of soil particles finer than 2 micrometers(0.002 mm); clay-size fraction 10 �' ASTM DES:ASTM International test standard designation CL-ML ' 1 1 --'e ML or OL MH or OH D / 3 0 10 20 30 40 50 0 70 80 90 100 110 LIQUID LI - (% BORING AND DEPTH U.S.C.S. SOIL CLASSIFICATION LL PL PI NAT FINES <2 pm TEST REVIEW ASTM SAMPLE NO. (feet) SYMBOL % % % WC% % % BY BY DES Panaview Landslide •B-1,S-12 30.0 ML Silt 33 27 6 27.5 AKV JFL D4318 Everett,Washington 111 B-1,S-15 37.5 CL Lean Clay 48 27 21 33.6 99.9 45 AKV JFL D4318 m ♦B-1,S-17 42.5 ML Silt 43 30 13 33.1 AKV JFL D4318 PLASTICITY CHART •• ♦B-1,S-26 65.0 CH Fat Clay 50 25 25 38.6 99.9 33 AKV JFL D4318 BORING B-1 v ' November 2014 21-1-21709-002 —I SHANNON&WILSON,INC. ' FIG. DRAFT Geotechnical and Environmental Consultants Sheet 1 of 1