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• <br />• <br />115 <br />110 <br />105 <br />100 <br />z, <br />w <br />o' <br />• <br />95 <br />?-• <br />o, <br /> <br />90 <br />85 <br />80 <br /> <br />LOCATION FONDING AREA, SOUTH OF EMBANKMENT BETWEEN STA 6+50 AND 11+50 <br />• COMPACTION TEST PROCEDURE ASTM D 698-70. METHOD 'A' <br />LIQUID LIMIT ~+7. 1 % PLASTICITY INDEX 27.5 <br />GRAVEL % ~ SAND 10 ~ % SILT & CLAY 90 <br />.,oB ND. 6428 COi~Q.°~CTIOP~ TEST RESULTS <br />10 15 20 25 30 _.._35 40 <br />h101STURE CONTENT - <br />SAMPLE DESCRIPTION CLAY, WEATHERED CLAYSTONEy DARK GRAY-DARK BROL•!N ~ . <br />