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Geo-LogiC ASSOCIATE Project Name: MOISTURE /DENSITY RELATIONSHIPS Test Report ASTM D - 1557 2013.A055 Report Date: LU7:S I 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 Water Content, Forward LF WMU FU -13 Sample 130-- 30128126124122120118116Q Maximum Optimum Water 128-- Identification 126-- Dry Density Content 124-- 122-- pcf kg /M3 120-- CB -0521- FCB -0521-S2 118-- 115.7 1853 116-- Q 114 Q 112-- 110 108 106 104 102 100 0 2 4 6 MOISTURE /DENSITY RELATIONSHIPS Test Report ASTM D - 1557 2013.A055 Report Date: LU7:S I 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 Water Content, Corrected Values For Oversized Particles, per ASTM D-4718 FCB -0521-S with 0 Percent +#4 Gravel, the maximum Dry Density = 115.7 14.1 Note: The test was conducted as method A with 0 percent retained on the no. 4 sieve ( minus #4) supplied and tested for the above referenced job L:Labexcel 1 FORMS 1 GLA Forms 1 Reports 12013.A055 I FCB-0521-S2-cmp,x1s Print Date: Ent DCN: CMP-rp (rev. 521/09) Print Date : 6/3/2013 6/3/2013 PP JL FCB -0521-S2 • Ul Lab Sample Maximum Optimum Water Z E No. Identification Description Dry Density Content U) pcf kg /M3 ■ CB -0521- FCB -0521-S2 Brown Lean Clay (CL) 115.7 1853 14.1 Corrected Values For Oversized Particles, per ASTM D-4718 FCB -0521-S with 0 Percent +#4 Gravel, the maximum Dry Density = 115.7 14.1 Note: The test was conducted as method A with 0 percent retained on the no. 4 sieve ( minus #4) supplied and tested for the above referenced job L:Labexcel 1 FORMS 1 GLA Forms 1 Reports 12013.A055 I FCB-0521-S2-cmp,x1s Print Date: Ent DCN: CMP-rp (rev. 521/09) Print Date : 6/3/2013 6/3/2013 PP JL FCB -0521-S2 • Ul