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CITY OF SANTA ANA <br />PROJECT: I'doralyEngineerina SAMPLE ID: <br />PROJECT NO.: AL2022 DATE: <br />TESTED BY: Eric Y. CHECKED BY: <br />SAMPLE DESCRIPTION: Olive Brown Silty Sand <br />LOCATION: 1112 W 6th St Santa Ana CA 92703 <br />A) WATER ADDED <br />B) MOLD TARE WEIGHT <br />C) WEIGHT OF WET SOIL AND MOLD <br />D) WET SOIL WEIGHT (C - B) <br />E) WET DENSITY (D J V) <br />F) DRY DENSITY (E ✓ ((U100) + 1]) <br />G) TARE WEIGHT <br />H) WEIGHT OF WET SOIL AND TARE <br />1) WEIGHT OF DRY SOIL AND TARE <br />J) WEIGHT OF WATER (H - 1) <br />K) DRY WEIGHT OF SOIL (I - G) <br />L) MOISTURE CONTENT (J 1 K )' 100) <br />14 <br />131 <br />105 <br />100 <br />Y <br />Method: Mechanical n ManualO Hammer: <br />Approved <br />FOR PERMIT ISSUAN <br />S06245 <br />wlv 17. 2024 <br />0 <br />2 <br />4 <br />6 <br />% <br />1931.0 <br />1931 D <br />1931.0 <br />1931.0 <br />grams <br />3816.5 <br />3900.4 <br />3962.7 <br />3946.5 <br />rams <br />1885.5 <br />1969.4 <br />2031.7 <br />2015.5 <br />grams <br />124.5 <br />130.1 <br />134.2 <br />133.1 <br />cf <br />114.1 1 <br />117.0 <br />118.E 1 <br />115.6 <br />Pcf <br />234.6 <br />228.4 <br />225.1 <br />229.5 <br />rams <br />1213.1 <br />955.6 <br />1143.5 <br />1232.0 <br />rams <br />1131.4 <br />882.6 ` <br />1036.5 <br />1099.7 <br />rams <br />81.7 <br />73.0 <br />107.0 <br />132.3 <br />rams <br />896.8 <br />654.2 <br />811.4 <br />870.2 <br />rams <br />9.1 <br />11.2 <br />13.2 <br />15.2 <br />ercent <br />a 10 1s 20 25 <br />WATER CONTENT (%) <br />4 inch: V= 15.14 pcflgm <br />6 inch: V= 33.98 pcflgm <br />A METHOD USED 1 <br />(A,B or C) <br />4 inch <br />MOLD <br />USED <br />15.14 <br />MOLD VOLUME <br />CORRECTION V <br /># 4 <br />SIEVE <br />NUMBER <br />0.0%/ <br />PERCENT <br />RETAINED <br />WITH ROCK CORRECTION <br />MAXI U <br />DENSITY [PCF] <br />OPTIMUM <br />MOISTURE [%/o] <br />WITHOUT ROCK CORRECTION <br />MAXIMU <br />DENSITY [PCF] <br />so OPTIMUM <br />MOISTURE [%/%] <br />1112 W 6"' St SantaAna Ca 927" <br />Maximum Density `132 <br />PRIORITY ENGINEERING GROUP <br />