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Civil, StrucWral & Geolechnical Engineers <br /> 2223a Padc Ave. Montrose, Cobretlo 81491 <br /> 870-249828 Fax No. 974249-0945 <br /> Sieve Anal ysis <br /> ASTM 0422 <br />Project Name Ripp Date 8/24/03 <br />Location Corey Pit Project # 03-470-GEO <br />Sample# GSt Sample by Gient <br />Soil Description It gray-brown, sandy poorly graded GRAVEL w/trace clay (GP) Test by GC <br />Initial mass of sample (g) 1538.10 (W1) Test for TG <br />Initial Moisture Content 0.0 % Drafting by JG <br /> <br />Sieve # Sieve Opening <br />(mm) -' Particle <br />Size Soil Mass <br />(g) % Weight <br />Retained Cumulative % <br />Retained <br />°~' ~~ing <br />3/4 19 686.5 44.6 44.6 55.4 <br />1/2 12.5 gravel 188.2 12.2 58.9 43.1 <br />4 4.750 268.1 17.4 74.3 25.7 <br />10 2.000 coarse sand 115.0 7.5 81.8 18.2 <br />20 0.850 d <br />d <br />40 0.425 me <br />san 136.9 8.9 80.7 9.3 <br />60 0.250 <br />140 0.106 fine sand <br />200 0.075 98.6 6.3 87.0 3.0 <br />pan N/A siit/day 46.8 3.0 100.0 0.0 <br />Sum of mass (g) 1538.10 (W2) <br />Loss during sieve analysis = (W1-W2)IW1 x 100 = 0.00 % (OK if <2%) <br />100 s o w <br />90 - <br /> <br />80 <br /> _ 1 <br />70 ..---- <br />-- <br />~ <br />C ~ <br />~ _ <br />~ <br />R <br />a 50 <br />.., <br />c <br /> <br />~ <br />m <br />` <br />d <br />n' 30 <br />20 <br /> <br />10 <br />0- <br />0.01 0.1 1 10 100 <br />Diameter of Particle (mm) <br />%Fines = 3.0% %Sand = 22.7% %Gravel = 74.3% <br />