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n <br />LJ <br />• <br />r~ <br />LJ <br />CLIENT Geo-Con <br />UNCONFINED COMPRESSIVE STRENGTH TEST DATA <br />ASTM D 2166 <br />BORING NO. STA 3+00 <br />DEPTH Slump 3" <br />SAMPLE NO. POS-003-07 <br />SOIL DESCR. POS-003 <br />LOCATION Carina Bayshore <br />MOISTURE/DENSITY BEFORE <br />DATA TEST <br />Wt. Soil + Moisture (g) 1326.6 <br />Wt. Wet Soil & Pan (g) 1342.3 <br />Wt. Dry Soil & Pan (g) 1088.0 <br />Wt. Lost Moisture (g) 254.3 <br />WL of Pan Only (g) 15.7 <br />Wt. of Dry Soil (g) 1072.3 <br />Moisture Content % 23.7 <br />Wet Density PCF 122.0 <br />Dry Density PCF 98.7 <br />Init. Diameter (in) 2.990 <br />Init. Area (sq in) 7.022 <br />Init. Height (in) 5.897 <br />Height to Diameter Ratio 1.972 <br />Volume cu Ft. 0.02396 <br />Notes & Comments: <br />Short Sample <br />Data entered by: SR <br />Data checked by: ~- <br />FileName: GFX0300 <br />Date: 12106/2006 <br />Date: IA• nO <br />JOB NO. 2340-22 <br />SAMPLED <br />DATE TESTED <br />SATURATED TEST <br />AT FIELD MOIST. <br />CONF.PRES.PSF <br />TEST TYPE <br />11-08-06 <br />12-01-06 BKUCAL <br />No <br />Yes <br />0 <br />UCS <br />ADVANCED TERRA TESTING, INC. <br />