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V `...j 1.J U U U 6.j 6.J 6..J `J U 6.41 li,,� 6 <br /> J. H. KLEINFELDER AND ASSOCIATES <br /> CONSULTING ENGINEERS <br /> SUMMARY OF LABORATORY TESTS <br /> PROJECT N0. 5-2314-1 <br /> PROJECT and LOCATION Marway Estates <br /> GATE 8-15-78 <br /> PAGE ONE OF TWO <br /> PLATE N0. -2j _ <br /> BORING SAMPLEEDRYUNIT MOISTURE GRADING ANALYSESCONTENTHYDROMETER ATTERBERG UNCONFINED <br /> Depth SIEVE SIZE — PERCENT PASSING COMPRESSIVE <br /> NO. 6 NO. � OF ANALYSIS LIMIT$ <br /> DRY WT. I 3/4" q STRENGTH <br /> 10 40 200 SIZr CLAY coLLolos L.L. P. I. P.S.F. <br /> SIZE SIZE1 3-1 14 <br /> 1 15-214 <br /> 37 <br /> 2 5-1 92 19 <br /> 3 1-1 8 <br /> 3 10-1 102 22 <br /> 4 1-1 -113 4 <br /> 4 4-1 116 11 <br /> 5 1-2 118 7 <br /> 6 1-1 115 15 <br /> 6 4-1 119 13 <br />