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9.0 GEOTECHMCAIIN\ESTIGATION Page 12 <br />Page 12 <br />Page 13 <br />Page 13 <br />Page 1 3 <br />Page 14 <br />Page 14 <br />Page 14 <br />Page I 5 <br />Page 1 5 <br />Page 1 5 <br />Page 16 <br />Page 16 <br />Page I 7 <br />Page I 7 <br />Page 17 <br />Page 'l 8 <br />Page I 8 <br />Page 18 <br />Page 19 <br />Page 20 <br />Page 21 <br />Page 2l <br />Page 22 <br />Page 23 <br />Page 25 <br />Page 25 <br />Page 26 <br />9.1 <br />9.2 <br />9.3 <br />9.4 <br />9.5 <br />General <br />Compressive Soils <br />Expansive Soils <br />Sulfate Resistance <br />Groundwater <br />General <br />Grading and Earthwork <br />I <br />1O,O CONCLUSIONS AND RECOMMENDATIONS <br />I <br />l <br />I <br />l <br />t0.I <br />10.2 <br />10.6 <br />107 <br />10 8 <br />10.2. I <br />1n 1 ) <br />10.2.3 <br />10.2.4 <br />10.2.5 <br />10.2.6 <br />1027 <br />10.2.8 <br />Geotechnical Observation <br />Site Preparation <br />Excavation Operations <br />Removals <br />Overexcavation <br />Preparation ofAreas to Receive Fill <br />Fill Placement and Compaction <br />Transition Pad Condition <br />10.3 Foundation Design <br />10.4 Lateral Resistance and Earth Pressures <br />10.5 Pavement Recommendations <br />10.5.1 General <br />10.5.2 Asphalt Pavement Design <br />I <br />Erterior Flatwork <br />Drainage <br />Construction Obsen ation <br />I I,O LIMITATIONS OF IN\ESTIGATIOS'Pase 27 <br />, <br />10.3. 1 Footings <br />10.3.2 Settlement of Building Slab <br />10.3.3 Floor Stab <br />10.3 .4 Moisture Conditioning and Concrete Placement <br />I