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PROJECT: Priority Engineering SAMPLE ID: S06256 <br />PROJECT NO.: AL2022 DATE: April 22, 2024 <br />TESTED BY: Eric Y. CHECKED BY: Edward T. <br />SAMPLE DESCRIPTION: Brown Sandy Silt <br />LOCATION: 524 S Shawnee Dr. Santa Ana CA 92704 <br />Method: MechanicaIL ManualD Hammer: 10Ib.e 5.5 Ibi3 <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 / [(L/100) + 1)) <br />G) TARE WEIGHT <br />H) WEIGHT OF WET SOIL AND TARE <br />I) 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 />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 />130 <br />125 <br />120 <br />115 <br />110 <br />105 <br />100 <br />95 <br />0 2 4 -2 % <br />1931.0 1931,0 1931.0 1931.0 grams <br />3835.7 3893.7 3852,4 3760.8 grams <br />1904.7 1962.7 1921.4 1829.8 grams <br />125.8 129.6 126.9 120.9 pcf <br />111.4 112.7 _ 108.3 108.9 _ pcf <br />131.4 228.6 229.2 228.4 grams <br />1157.8 1397.6 1228.5 1246.3 grams <br />1040.0 1245.1 1082.3 1145.7 grams <br />117.8 152.5 146 2 100.6 grams <br />908.6 1016.5 853.1 917.3 grams <br />13.0 , 15.0 , 17.1 A 11.0 1 i <br />, <br />1 percent , <br />I <br />' I i <br />'_....f._; - 1 1 - <br />--1"-7.-1 . <br />L.4 -, - <br />\ <br />t i___H 1__._ <br />- - - <br />Gs-2.G <br />- -Gs=2.7 <br />Gs=2.8 <br />Poly. 'i---1 <br />1:-- <br />'ZERO AIR VOIDS \ <br />.. <br />1,, Fr, <br />'. 'N (Series1) , \ s, <br />. N <br />-j i - <br />' 1 - <br />4.--4---t-J- <br />; \ , <br />. . . <br />• 1 <br />.--•••••••••• <br />. . . . ---i f--- , . <br />10 15 20 <br />WATER CONTENT (%) <br />524 S Shawnee Dr Santa Ana Ca 92704 <br />25 30 <br />4 Inch: V= 15.14 pcf/gm <br />6 inch: V= 33.98 pcf/gm <br />A METHOD USED <br />(A, B or C) <br />4 inch MOLD <br />USED <br />15.14 MOLD VOLUME <br />CORRECTION (V) <br />#4 SIEVE <br />NUMBER <br />PERCENT <br />RETAINED <br />WITH ROCK CORRECTION <br />MAXIMUM <br />DENSITY [PCP] <br />OPTIMUM <br />A MOISTURE [%] <br />WITHOUT ROCK CORRECTION <br />MAXINIU1101 <br />DENSITY (PC9 <br />OPTIMUM <br />MOISTURE ral <br />Maximum Density D2 <br />• <br />524 S Shawnee Dr & <br />Unit# 22/7/2025