Laserfiche WebLink
CITY OF SANTA ANA <br />Planning and Building Agency <br />Vertical Pressure <br />(kips/sq.tt.) <br />Sample Height (inches) <br />Consolidation <br />(percent) <br />Sample No. <br />0.125 <br />0.25 <br />0.5 <br />1 <br />1 <br />2 <br />4 <br />8 <br />0.25 <br />Date Tested: <br />Sample: <br />Depth: <br />1.0000 <br />0.9980 <br />0.9970 <br />0.9950 <br />0.9940 <br />0.9910 <br />0.9850 <br />0.9810 <br />0.9875 <br />3/17/2025 <br />B3 <br />10, <br />0.0 <br />0.2 <br />0.3 <br />0.5 <br />0.6 0 <br />0.9 41 <br />1.5 <br />1.9 <br />1.3 CA <br />t <br />2 <br />n <br />E <br />to <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 />0.93 <br />0.92 <br />0.91 <br />0.90 <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 />B3 I Depth 10, I Masld&t D: 3/18/2025 <br />Date: <br />■ In -Situ Moisture Content <br />O Saturated <br />Fine -Medium Grained Sand w/ Some Silt <br />Dry Density: 99.5 pcf <br />Initial Moisture Content: 22.2 % <br />Saturated Moisture Content: 25.6 % <br />Saturated at I kip/sq.ft. <br />1 <br />Vertical Pressure (kips/sq.ft.) <br />NorCal Engineering CONSOLIDATION TEST <br />SOILS AND GEOTECHNICAL CONSULTANTS ASTM D2435 <br />Jose Alarcon PLATE C <br />PROJECT NUMBER: 25129-25 DATE: 3/18/2025 <br />10 <br />