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PROJECT: Priority Engineering SAMPLE ID: PROJECT NO.: AL2022 DATE: TESTED BY: Eric Y. CHECKED BY: SAMPLE DISCRIPTION: Grayish Brown Silty Sand LOCATION:. 1834 W 3rd St Santa Ana Ca 92703 <br />Method.: Mechanical B Manual□ <br />A)WATEiR ADDED 0 2 -2 -4 <br />18)MOLD TARE WEIGHT 1935.0 1935.0 1935.0 1935.0 C)WEIGHT OF WET SOil ANO MOLD 3942.0 3916.8 3902.3 3843.0 D)WET SOIL WEIGHT (C -8)2007.0 1981.8 1967,3 1908.0 E)WET DENSITY (D / V)132.6 130.9 129.9 126.0 'F) DRY DENSITY (E /f(L/100) + 1])118.9 115.3 118. 7 117.3 <br />G)TARE WEIGHT 228.2 226.8. 235.0 239.0 H)WEIGHT OF WET SOIL AND TARE 1276.0 1257.2 1329.3 1404.6 I)WEIGHT OF DRY SOIL AND TARE 1168.1 1134.5 1234.4 1323.7 J)WEIGHT OF WATER (H -I)107.9 122.7 94.9 80.9 K)DRY WEIGHT OF SOIL (I -G)939.9 907.7 999.4 1084.7 L)MOISTURE CONTENT (J / K )* 100)11.5 13.5 9.5 7.5 <br />135 <br />130 <br />.. , ' ! ' -·l \ t I I I � t ' I ' ! I I \ I : i ' -I-1 I· -t--1 <br />f -1-! <br />125 I .I.,-+--I-� -t·, t + -, t i ' ' ' I . .J.. <br />� 120 <br />115 C <br />110 <br />-+ t I •1- <br />"f"1 1 I 1--i-J ! I ' ' I -· ·I · ! ,_..,..., -1'-r+ I t • I +--,--,--1 I t ' -t ' I � "' I . t ' <br />I I <br />105 r -;-t I I ! -t ' I l 100 <br />,1 +-1 � +-! I-\: I I -1-t-- <br />\\ I <br />'":+-I-Itt-�\ '. l <br />I' ,, ' \ -ZERO ,AIR VOIOS +-C\� �, • ' �· � ' ' -.. a. ' I t + <br />i �r� I . i I <br />\1 I .. I .\ t <br />�� f\! -f\t'-: I\ '�t-+--- <br />I ..I.' <br />l t � ++ i ., <br />I I I � I - <br />. <br />I ; <br />I i +-! • 1 T •r' I ... ... <br />......._ __ ._.J.. j I f <br />--------Gs=2. 6 <br />--�Gs=2.7 <br />--Gs=2.8 <br />-Poly <br />(Series1 <br />r 1 I I -, l I I ' f t ' I r -r-rl '-+-+-I ' <br />·---It--- <br />1--,_ t- <br />I <br />r --- <br />l 0 5 10 15 20 25 30 <br />WATER CONTENT (%) <br />1834 W 3rd St Santa Ana Ca 92703 <br />Maximum Density '02' <br />S06082 July 31 2024 Edward T. <br />Hammer: 1 Olb.0 5.5 lb.D <br />% orams ·~-· grams grams ocf .. pct <br />grams orams grams orams grams percent <br />4 inch: V= 16.14 pcf/gm 6 inch: V= 33.98 pcf/gm <br />B I. METHOD USED I_ (A,B or C) <br />4 inch MOLD USED <br />15.14 MOLD VOLUME CORRECTION (V <br />-3/8"StEVE NUMBER <br />11.0% PERCENT RETAINED <br />WITH ROCK CORRECTION <br />M I UM . DENSITY [PCFJ <br />OPTIMUM <br />MOISTURE [%) <br />WITHOUT ROCK CORRECTION <br />119.1 MAXIMUM. <br />DENSITY [PCF] <br />10.8 Ot-11MUM <br />MOISTURE [%] <br />1834 W Third St & <br />#2,33/21/2025