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14 1 <br /> Ir <br /> e l <br /> z S °macillk <br /> . . *7 l �, , l 1111 u 4 <br /> Ik <br /> Ardaman & Associates , Inc . <br /> 460 NW Concourse Place , Unit # 1 <br /> Port St . Lucie , FL 34986 <br /> Phone : (772 ) 878 0072 <br /> Fax: (772 ) 878 0097 <br /> PARTICLE SIZE ANALYSIS OF SOIL <br /> (ASTM D 422 ) <br /> Project Name : Oslo Road Improvement Project <br /> File Number: 11 -5420 Date Sampled : 5/05/ 11 <br /> Sample Location : HAB-22 , 3 . 2 to 5 .4 feet Date Tested : 6/28/ 11 <br /> Sample Description : Gray clayey fine sand (A-2-6 ) Tested By : WBC II <br /> US Sieve Size Weight Retained (g ) % % Cumulative % <br /> Weight Retained Weight Retained Weight Passing <br /> 3/4 " 0 . 0 0 . 0 0 . 0 100 . 0 <br /> 3/8 " 0 . 0 0 . 0 0 . 0 100 . 0 <br /> No .4 0 . 0 0 . 0 0 . 0 100 . 0 <br /> No . 10 0 . 2 0 . 0 0 . 0 100 . 0 <br /> No . 20 0 . 5 0 . 1 0 . 2 99 . 8 <br /> No . 40 26 . 5 6 . 1 6 . 3 93 . 7 <br /> No . 60 148 .4 34 . 2 40 . 5 59 . 5 <br /> No . 100 112 . 1 25 . 9 66 . 4 33 . 6 <br /> No . 140 41 . 2 9 . 5 75 . 9 24 . 1 <br /> No . 200 14 . 7 3 . 4 79 . 3 2007 <br /> Total Sample (g ) 433 . 3 100 . 0 <br /> 0 0 0 <br /> Co 0 o 0 o v o <br /> 04 <br /> zt <br /> r> c+) Z Z Z Z Z Z Z Z <br /> 100 <br /> 90 <br /> 80 <br /> r <br /> 69 <br /> t <br /> 70 <br /> 60 <br /> L <br /> d <br /> LL 50 <br /> c <br /> L 40 <br /> m <br /> a <br /> 30 <br /> 20 <br /> 10 <br /> 0 <br /> 10 . 000 1 . 000 0 . 100 0 . 010 <br /> Grain Size in Millimeters <br />