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W,e TeST SUMMARY OF TEST RESULTS
<br /> TWO RIVERS PROPERTY
<br /> WESTEST PROJECT NO.440515
<br /> FEBRUARY 12,2015
<br /> Moisture Dry Gradation Analysis% Swell/Consol Test Water
<br /> Boring Sample Soil Description and Classification Content Density Atterberg Limits Passing Results Qu(psf)" Soluble
<br /> Number Depth(ft.) (off) (pcf) Sulfates
<br /> LL % PI #4 #10 #40 #200 Swell% Consol% N
<br /> 1 13-15 SAND,occasional GRAVEL,loose to medium
<br /> dense,slightly moist to wet,tan to brown
<br /> SAN DSTON E-CLAYSTON E-SI LTSTON E
<br /> 1 24 BEDROCK,interbedded,hard to very hard,
<br /> moist to very moist,gray to brown
<br /> SAN DSTON E-CLAYSTON E-SI LTSTON E
<br /> 1 29 BEDROCK,interbedded,hard to very hard, 16.1 114.0
<br /> moist to very moist,gray to brown
<br /> SAND,gravelly,medium dense,wet,tan to
<br /> 2 3-5 brown
<br /> SAN DSTON E-CLAYSTON E-SI LTSTON E
<br /> 2 15 BEDROCK,interbedded,hard to very hard, 15.9 108.8 67.3 11,090
<br /> moist to very moist,gray to brown
<br /> SAND,gravelly,medium dense,wet,tan to
<br /> 3 6-8 brown
<br /> 3 45 CLAYSTONE BEDROCK,very hard,moist to 14.1 118.6 18,440
<br /> very moist,gray
<br /> 4 14-16 SAND,gravelly,medium dense,wet,tan to
<br /> brown
<br /> 4 25 Silty clayey SAND,loose to medium dense, 21.1 105.2
<br /> moist to wet,brown
<br /> 5 2-5 SAND,gravelly,medium dense,wet,tan to 57 36 16 5.9
<br /> brown
<br /> 5 12-14 SAND,occasional GRAVEL,loose to medium 84 60 22 1.9
<br /> dense,slightly moist to wet,tan to brown
<br /> SAN DSTON E-CLAYSTON E-SI LTSTON E
<br /> 5 40 BEDROCK,interbedded,hard to very hard, 20.1 38 14 88.4
<br /> moist to very moist,gray to brown
<br /> 6 11 -14 SAND,occasional GRAVEL,loose to medium
<br /> dense,slightly moist to wet,tan to brown
<br /> "Unconfined Compressive Strength
<br /> TABLE 1
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