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CITY OF SANTA ANA <br />Planning and Building Agency <br />Vertical Pressure <br />s/s ft.) <br />tip 9• <br />Sample Height (inches) <br />Consolidation <br />(percent) <br />Sample No. <br />0.125 1.0000 0.0 <br />0.25 0.9875 1.3 <br />0.5 0.9965 0.4 <br />1 0.9945 0.6 <br />1 0.9930 0.7 <br />2 0.9880 1.2 <br />4 0.9810 1.9 6 <br />8 0.9760 2.4 <br />0.25 0.9780 2.2 co� <br />Date Tested: 3/17/2025 <br />Sample: Bl <br />Depth: 5' <br />1.02 <br />1.01 <br />1.00 <br />0.99 <br />0:98 <br />0'97 <br />0.96 <br />0.95 <br />0.94 <br />aa) 0.93 <br />0 <br />c <br />0.92 <br />s <br />2 0.91 <br />m <br />E 0.90 <br />03 <br />/n <br />0.89 <br />0.88 <br />0.87 <br />0.86 <br />0.85 <br />0.84 <br />0.83 <br />0.82 <br />0.81 <br />0.1 <br />Approved <br />FOR PERMIT ISSUANCE <br />B1 I Depth 5' MasfI I Dat t4D' 3/18/2025 <br />Fine -Medium Grained Sand w/ Some Silt <br />Dry Density: 99.4 pcf <br />Initial Moisture Content: 1.7 %b <br />Saturated Moisture Content: 25.7 % <br />Saturated at 1 kip/sq.ft. <br />NorCal Engineering <br />SOILS AND GEOTECHNICAL CONSULTANTS <br />Jose Alarcon <br />PROJECT NUMBER: 25129-25 DATE: 3/18/2025 <br />■ In -Situ Moisture Content <br />O Saturated <br />1 10 <br />Vertical Pressure (kips/sq.ft.) <br />CONSOLIDATION TEST <br />ASTM D2435 <br />PLATE B <br />