Laserfiche WebLink
N <br /> N <br /> E <br /> C1 GRAVEL SAND <br /> J COBBLESILT CLAY <br /> m m coarse fine coarse medium fine <br /> U.S.SIEVE OPENING IN INCHES U.S.SIEVE NUMBERS HYDROMETER <br /> 0 12 6 4 3 2 1.5 1 3/4 1/2 3/8 3 4 6 810 14 16 20 30 40 50 60 100 140 200 <br /> 100 <br /> 0 <br /> 0 95 <br /> N <br /> 90 <br /> 0 <br /> LU <br /> 85 <br /> 0 80 <br /> CL <br /> 75 <br /> 70 <br /> = 65 <br /> LU 60 <br /> m 55 <br /> LU 50 <br /> Z <br /> LL <br /> 45 <br /> z <br /> U 40 <br /> LU <br /> IL 35 <br /> 30 <br /> 25 <br /> 20 <br /> 15 <br /> 10 <br /> z 5 <br /> 0 <br /> Y <br /> U 0 <br /> 0 100 10 1 0.1 0.01 0.001 <br /> U) GRAIN SIZE IN MILLIMETERS <br /> W <br /> W <br /> H <br /> J <br /> LL <br /> W <br /> LL Exploration ID Depth(ft.) Sample Number Sample Description LL PL PI <br /> LL <br /> 0 B-1 15.5 5B NM NM NM <br /> X B-9 10.5 4B NM NM NM <br /> U) <br /> U) <br /> J <br /> o <br /> o z <br /> z <br /> g w Exploration ID Depth(ft.) D1oo Deo Dao D10 Cc Cu Passing Passing Passing %Silt %Clay <br /> o > 3/4" #4 #200 <br /> W <br /> cnI B-1 15.5 0.075 NM NM NM NM NM 57 NM NM <br /> N LL <br /> J <br /> W J m B-9 10.5 0.075 NM NM NM NM NM 48 NM NM <br /> m <br /> � m <br /> Z J <br /> Z � <br /> H ' <br /> U N <br /> W O <br /> 0 NI <br /> a <br /> Coefficients of Uniformity-C�=Deo/D,o <br /> Ji Coefficients of Curvature-Cc=(D30)2/D60 D10 <br /> l.- Sieve Analysis and Hydrometer Analysis testing performed in general accordance <br /> with ASTM D6913(Sieve Analysis)and ASTM D7928(Hydrometer Analysis). Deo=Grain diameter at 60%passing <br /> of NP=Nonplastic D30=Grain diameter at 30%passing <br /> a NA=Not Available D =Grain diameter at 10%passing <br /> C NM=Not Measured o- P 9 <br /> ail PROJECT NO.: SIEVE ANALYSIS FIGURE <br /> U-� 20210067.001A <br /> E Y <br /> I iu (00"� <br /> KLE/NFELOER DRAWN BY: GG B_3 <br /> Bright People.Right Solutions. <br /> w SCK Air Cargo Facility <br /> CHECKED BY: JW S. B Street and Earhart Avenue <br /> LL Lu Stockton,Califonria <br /> Z Z DATE: 4/27/2020 <br /> m m <br />