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140 <br />2 <br />URV BE <br />CE NUM <br />135 <br />DENSITY <br />MAMMUM DRY <br />123.5 PCF <br />I O MOISTURE CONTENT <br />% DRY WEIGHT <br />■30 <br />4 <br />q b ------ <br />41 <br />4P 4 <br />9. 41 <br />0 4P a <br />+ b <br />0 <br />Is <br />Is <br />1 4 <br />125 <br />b 4 - - - - - - <br />41 <br />120 <br />4 4, ■ - ----- <br />I <br />"dp <br />4*1 <br />41 <br />41 <br />ot <br />t <br />0 <br />6 <br />q4 .044-0 <br />*4 <br />lint ...... t. <br />4 4 . <br />41 1 <br />be 4 0 <br />04dP_.N4 4 6 a <br />1 4 <br />41 <br />41 <br />6 4 <br />.0d'— I P 0 <br />440. <br />-ILI 40 <br />105 <br />. <br />mq" <br />too . - ----- <br />44P." <br />0 <br />00._ <br />um <br />LEVEE FILL <br />4 <br />........... <br />100 <br />. ......... <br />z <br />13 95 5 10 15 20 25 30 35 <br />MOISTURE CONTENT % SILTY GRAVELLY ( SM) UQ UID UMIT 24 mmw..=W� % <br />Sample Description ,SAID, p INDEX <br />GRAVEL 32 % <br />Location TP-2 AT 0 TO 2 FEE SAND 54 <br />Compaction Test Procedure ASTM D 698 SILT AND CLAY 14 <br />METHOD PI C " <br />Compaction <br />Test ResultS Fg. 12 <br />InK Kin <br />