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<br />UNCONFINED COMPRESSIVE STRENGTH TEST DATA <br />ASTM D 2166 <br />• <br />• <br />CLIENT Geo Con <br />BORING NO. STA 2+30 SCB <br />DEPTH 4 1/2" Slump <br />SAMPLE NO. P05-003-008 <br />SOIL DESCR. tiP05-003 <br />LOCATION Carina Bayshore <br />MOISTURE/DENSITY BEFORE <br />DATA TEST <br />Wt. Soil + Moisture (g) 1314.2 <br />Wt. Wet Soil & Pan (g) 1329.2 <br />Wt. Dry Soil & Pan (g) 1059.5 <br />Wt. Lost Moisture (g) 269.7 <br />Wt. of Pan Only (g) 15.1 <br />Wt. of Dry Soil (g) 1044.4 <br />Moisture Content % 25.8 <br />Wet Density PCF 121.8 <br />Dry Density PCF 96.8 <br />Init. Diameter (in) 2.954 <br />Init. Area (sq in) 6.853 <br />Init. Height (in) 5.999 <br />Height to Diameter Ratio 2.031 <br />Volume cu Ft. 0.02379 <br />Notes & Comments: <br />Data entered by: SR Date: 12/08/2006 <br />Data checked by:~ Date: z g' DG <br />FifeName: GFX0230 <br />JOB NO. 2340-22 <br />SAMPLED 11-09-06 <br />DATE TESTED 12-07-06 CAL <br />SATURATED TEST No <br />AT FIELD MOIST. Yes <br />CONF. PRES. PSF 0 <br />TEST TYPE UCS <br />ADVANCED TERRA TESTING, INC. <br />