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Table 111 <br />lfaterial Properties - Subgrade <br />14G <br />• <br />133 <br />130 <br />123 <br />U <br />a <br />120 <br />r <br />f- <br />N <br />2 <br />c 115 <br />r <br />D: <br />0 <br />• 110 <br />IOS <br />100 <br />95 <br />0 S 10 IS 20 <br />MOISTURE CONTENT - 96 <br />SAMPLE DESCRIPTION CLAY, SLIGHTLY SANDY, BROWN <br />TYPICAL Sl.E-GRADE MATERIAL <br />25 30 <br />LOCATION 150 FEET SDUTH OF EXISTING HAIf ROAD - SOUTH OF OFFICE <br />COMPACTION TEST PROCEDURE ASTM 69E-70 'A' <br />LIQUID LIMIT 3z % PLA STICI7Y INDE% ]E <br />GRAVEL 0 % SAND 5 % SILT B CLAY 95 <br />COMPACTION TEST RESULTS <br />- JOB N0. 5664 816-185 <br />