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i JOB NAME : PRIORITY ENGINERING JOB NUMBER: 107624-3001 <br />I <br />j SAMPLE NUMBER: TESTED BY : RMC <br />SAMPLE LOCATION: 2612 S Griset PL Santa Ana CA 92704 DATE : April 30, 2024 <br />BROWN SANDY CLAY (CL) SAMPLE DESCRIPTIONS / CLASSIFICATION : <br />TEST STANDARD: <br />TRIAL NUMBER <br />WATER ADDED, (m1) <br />ASTM D1557 - 12 <br />WT. OF SOIL + MOLD, (g) 3989 <br />VVT.OF MOLD, (g) 2038 <br />WT. OF WET SOIL, (g) 1951 <br />WET DENSITY, WO <br />CAN NUMBER <br />WET SOIL + TARE, (g) <br />DRY SOIL + TARE, (g) <br />TARE, (g) <br />DRY SOIL, (g) <br />WATER, (g) <br />MOISTURE CONTENT, (%) <br />DRY DENSITY, (pcf) <br />DR <br />Y <br /> <br />DE <br />N <br />S <br />I <br />T <br />Y <br /> <br />(p <br />c <br />f <br />) <br /> <br />122 <br />121 <br />120 <br />119 <br />118 <br />117 <br />116 <br />115 <br />114 <br />113 <br />112 <br />111 <br />110 <br />109 <br />108 <br />7 8 <br />METHOD: <br />3 4 5 DIAMETER OF MOLD : 4 in. <br />0 75 \VOLUME OF MOLD : 0.0333 ft.3 <br />4078 4049 SCALPED ON SIEVE SIZE / NO.: #4 <br />2038 2038 PERCENT RETAINED, ( % ) : <5 <br />2040 2011 MAXIMUM DRY DENSITY : 117.9 pcf. <br />134.9 133.0 OPT. MOISTURE CONTENT: 13.6 % <br />FOR OVERSIZE CORRECTION (ASTM D4718-232 <br />734.5 762.9 693.1 %,Finer Fraction,(Pf) = % Moisture = <br />582.6 <br />64.2 <br />116.2 <br />9 <br />587.0 <br />87.6 <br />117.4 <br />10 <br />513.5 <br />90.2 <br />113.1 <br />11 <br />2612 5 Griset Pi Santa Ana Ca 92704 <br />12 13 14 <br />%,Oversize Fraction,(Pc) = <5 Assumed S.G. = 2.64 <br />Corrected MDD of Total Materials, (pcf) = <br />Correded OMC of Total Materials, (%) = <br />15 <br />Remarks: <br />MATERIAL WAS RECYCLED <br />16 17 18 19 <br />Maximum Density D1 <br />20 <br />2612 S Griset Pl Unit <br />#23/17/2025