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Geo -Logic A S S O C I AT E SJ Project Name: 130 128 126 124 122 120 p 118 � 116 N Q 114 Q 112 110 108 106 104 102 100 0 MOISTURE /DENSITY RELATIONSHIPS Test Report ASTM D - 1557 13.A055 Report Date: LU7:5 —1 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 I Water Content, Corrected Values For Oversized Particles, per ASTM D-4718 ■ FCB -0521-S with 0 Percent +#4 Gravel, the maximum Dry Density = 117.5 12.3 Note: The test was conducted as method A with 0 percent retained on the no. 4 sieve ( minus #4) !s testing is based upon accepted in us ryprac ice as well as tne test method is ad. lheseresultsapplyonlytomesampl, supplied and tested for the above referenced job Llabexcel l FORMS 1 GLA Forms 1 Reports 12013.A055 1 FCB-0521-S6-cmp.xis Print Date: Entered By: Reviewed By: LSN: DCN:CMP-rp (rev. 521/09) Print Date: 6132013 6/312013 PP JL FCB -0521-S6 • • I• Lab Sample Maximum Optimum Water c a E No. Identification Description Dry Density Content pcf kg/m 3 ■ CB -0521 -E FCB -0521-S6 Brown Lean Clay with Sand (CL) 117.5 1883 12.3 Corrected Values For Oversized Particles, per ASTM D-4718 ■ FCB -0521-S with 0 Percent +#4 Gravel, the maximum Dry Density = 117.5 12.3 Note: The test was conducted as method A with 0 percent retained on the no. 4 sieve ( minus #4) !s testing is based upon accepted in us ryprac ice as well as tne test method is ad. lheseresultsapplyonlytomesampl, supplied and tested for the above referenced job Llabexcel l FORMS 1 GLA Forms 1 Reports 12013.A055 1 FCB-0521-S6-cmp.xis Print Date: Entered By: Reviewed By: LSN: DCN:CMP-rp (rev. 521/09) Print Date: 6132013 6/312013 PP JL FCB -0521-S6 • • I•