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<br />MECHANICAL ANALYSIS -SIEVE TEST DATA <br />ASTM D 6913 <br />CLIENT Geo Con JOB NO. 2340-22 <br />BORING NO. STA 40+60 SAMPLED 11-18-06 <br />DEPTH Slump 3" DATE+#4 WASHED 11-27-06 RO <br />SAMPLE NO. P05-003-06 DATE -#4 WASHED 11-27-06 RO <br />SOIL DESCR. POS-003 Soil Bentonite Slurry WASH SIEVE Yes <br />LOCATION Carma Bay Shore DRY SIEVE No <br />MOISTURE DATA WASH SIEVE ANALYSI S <br />HYGROSCOPIC Yes Wt. Total Sample <br /> Wet (g) t 528.02 <br />NATURAL. No Weight of+#4 <br /> Before Washing (g) 480.32 <br /> Weight of + #4 <br />Wt. Wet Soil & Pan (g) 86.21 After Washing (g) 468.25 <br />Wt. Dry Soil & Pan (g) 85.88 Weight of - #4 <br />Wt. Lost Moisture (g) 0.33 Wet (g) 1047.70 <br />Wt. of Pan Only (g) 3.08 Weight of-#4 <br />Wt. of Dry Soil (g) 82.80 Dry (g) 1055.56 <br />• <br />Moisture Content % 0.4 Wt. Total Sample <br /> Dry (g) 1523.81 <br />Wt. Partial -#4 Sample Wet (g) 256.10 Calc. Wt. "W" (g) 368.24 <br />Wt. Partial Sample Dry (g) 255.08 Catc. Mass + #4 113.16 <br />Sieve Pan Indiv. Indiv. Cum. Cum. <br />Number Weight Wt. + Pan Wt. Wt. % Finer <br />(Size) (g) (g) Retain. Retain. Retain. By Wt. <br />3" 0.00 0.00 0.00 0.00 0.0 100.0 <br />11/2" o.oa o.oo o.oo o.oo o.0 100.0 <br />3/a" o.ao 271.oz z71.o2 271.02 ns a2.2 <br />3/8" 0.00 109.61 109.61 380.63 25.0 75.0 <br />#4 0.00 87.62 87.62 468.25 30.7 69.3 <br />#10 3.10 32.25 29.15 29.15 38.6 61.4 <br />#20 3.67 36.69 33.02 62.17 47.6 52.4 <br />#40 3.79 32.95 29.16 91.33 55.5 44.5 <br />#60 3.07 19.83 16.76 108.09 60.1 39.9 <br />#100 3.13 19.34 16.21 124.30 64.5 35.5 <br />#140 3.13 12.48 9.35 133.65 67.0 33.0 <br />#200 3.10 16.34 13.24 146.89 70.6 29,4 <br />• <br />Data entered by: SR Date: 1 /28/2006 <br />Data checked by: Q/~/''~ Dater( ~ <br />FileName: GFM04060 <br />ADVANCED TERRA TESTING, INC. <br />