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PROJECT: P.rrorf-tvErigineering SAMPLE ID. <br />PROJECT NO. AL2022 1 DATE <br />TESTED BY Eric Y CHECKED BY: <br />SAMPLE DESCRIPTION: Olive Brown Silty Sand <br />LOCATION: 1112 W 6th St Santa Ana (A 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 / V) <br />F) DRY DENSITY (E / [(U100) + 11) <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 - i) <br />K) DRY WEIGHT OF SOIL (I - G) <br />L) MOISTURE CONTENT (J / K )' 100) <br />I <br />INU <br />135 <br />130 <br />105 <br />Method: Mechanical 2 ManuafD <br />0 -2 -4 <br />-6 <br />% <br />1929 5 1929.5 1 1929.5 <br />1929.5 <br />grams <br />39441 3947.3 3885.8 <br />3801.5 <br />grams <br />014.6 2017.8 1956.3 <br />1872.0 <br />rams <br />33.1 133.3 129.2 <br />k1 <br />123.6 <br />pcf <br />15.5 117.7 116.2 <br />1133 <br />pcf <br />230.2 <br />224.5 235.1 I 2348 <br />g Eram1320.5 <br />1341.6 1375.6 1367.5 <br />1176.8 <br />1211.3 1260.9 12724 <br />grams <br />143.7 <br />130.3 114.7 951 <br />grams <br />946.6 <br />986.8 1025.8 1037.6 <br />rams <br />15.2 <br />13.2 11.2 9.2 <br />percent <br />4 inch: V= 16.14 pcf/gm <br />6 inch: V= 33.98 pcf/gm <br />B METHOD USED <br />A,6 or C <br />MOLD <br />4 inch <br />USED <br />15.14 <br />MOLD VOLUME <br />CORRECTION V <br />SIEVE <br />3/8" <br />NUMBER <br />PERCENT <br />RETAINED <br />WITH ROCK CORRECTION <br />MAXIMUM <br />DENSITY [PCF] <br />OPTIMUM <br />MOISTURE [%j <br />WITHOUT ROCK CORRECTION <br />5 10 15 20 25 30 <br />WATER CONTENT (%) <br />1112 W 6th St Santa Ana Ca 92703 <br />Maximum Density `D1' <br />MAXIMUM <br />117 8 <br />DENSITY [PCFj i <br />OPTIMUM <br />13.2 <br />MOISTURE r/a] <br />PRIORITY ENGINEERING GROUP <br />