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CITY OF SANTA ANA <br />Planning and Building Agency <br />MAXIMUM DRY DENSITY CURVE <br />130 <br />125 <br />119.5 pcf <br />@ 12.5 % <br />LL 120 <br />110 <br />Approved <br />FOR PERMIT ISSU NCE <br />ZERO AIR VOI�D'S`C`tiRVE FOR <br />SPECIFIC G AVITY = 2.70 <br />105 <br />0 5 10 15 20 <br />MOISTURE CONTENT (% OF DRY WEIGHT) <br />PROJECT NO. 32-6235-00 BORING NO. B-1 DEPTH (FT) 0-5 <br />REPRESENTATIVE FOR Alluvium <br />SOIL TYPE AND DESCRIPTION Sandy Lean CLAY (CL); E1=52, Medium <br />MAXIMUM DRY DENSITY (LBS/CU FT) 119.5 <br />OPTIMUM MOISTURE CONTENT (% OF DRY WEIGHT) 12.5 <br />METHOD OF COMPACTION <br />ASTM:D-1557 <br />A.G.I. GEOTECHNICAL, INC. <br />