Laserfiche WebLink
Iz - . L <br />L C d � c 1- 0 . g , ' 8 <br />�; 'N- --- -7i --'� %2 A _;; " I ;E �? �E —, <br />Tested By: N. Garnica Checked By: R. Long______ <br />100 <br />90 <br />it <br />80 <br />70 <br />– <br />Z <br />ILL <br />50 <br />III I <br />! : <br />It <br />Ir <br />'' I I I <br />t <br />I <br />j <br />50 <br />II II <br />jll I I 1 .' I I '� I'I � <br />'�� <br />I <br />r I � <br />z <br />i <br />1 <br />w <br />UJ <br />40 <br />I <br />it <br />I� <br />! � I' <br />�� <br />i i <br />i i I <br />II'� i I I i i ' `' � i I � <br />�! f <br />1!f I <br />I i <br />T <br />20 <br />it <br />11 <br />T <br />10 <br />- <br />i it <br />I <br />1 11 1 <br />T— <br />i <br />0 <br />L- <br />it <br />100 10 1 0.1 0.01 0-001 <br />GRAIN SIZE - mm. <br />%+3.1 <br />% Gravel % Sand <br />L % Fines <br />Coarse I Fine I Coarse edium� Sift <br />I Medium —T—Fine <br />Clay <br />0.0 <br />0.0 0.0 T 0.1 3.1 1 40.9 <br />55.9 <br />SIEVE PERCENT I SPEC.* PASS? <br />Material Description <br />SIZE FINER I PERCENT (X=NO) <br />Tan Sandy Silt <br />1-1/2" IWO <br />100.0 <br />II <br />3/41' 100.0 <br />1/2" 100.0 <br />_rbe <br />Atte Limits <br />rg <br />3/8" 100.0 <br />PL= LL= PI= <br />#4 100.0 <br />#8 100.0 I <br />Coefficients <br />D9 0= 0.2115 D85= 0.1595 D60= 0.0820 <br />6 <br />416 I 99.9 <br />D D30= D 50= 3 15= <br />#30 99.2 <br />D10= cu= cc <br />450 93.5 <br />#100 815 <br />Classification <br />USCS= ML AASHTO= <br />#200 55.9 <br />Remarks <br />Sampled by B. Cook <br />F.M.=0.24 <br />I L <br />(no specification provided) <br />Location: B1-30 <br />Sample Number: SA -2 Depth: -30' <br />Date: 05/07/15 <br />CONDOR --)Client: <br />Manteca Unified School District <br />EARTH TECHNOLOGIES Project: <br />Lincoln Elementary School Modernization <br />L— <br />Jamestown Cid_ — ' LF4rAec <br />t No: 6999B Figure <br />Tested By: N. Garnica Checked By: R. Long______ <br />