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AFT #95-2169 - Page 2 <br />FIELD DENSITY TEST DATA <br />Note: Proctor values adjusted for variable gravel content; and accordingly, values shown on Proctor list are not necessarily the <br />value used in calculating % compaction. <br />Test <br />Test <br />Test <br />No. <br />Date <br />Location <br />5 <br />8/9/95 <br />Grid J-7.8, Slab Backfill <br />6 <br />8/9/95 <br />Grid H-4.6, Slab Backfill <br />7 <br />8/15/95 <br />Grid D-2.2 <br />8 <br />8/15/95 <br />Grid B-10 <br />9 <br />8/15/95 <br />Grid D-2.2 <br />10 <br />8/16/95 <br />Grid B-10 <br />11 <br />8/18/95 <br />Grid Line A.4 & 3 <br />12 <br />8/18/95 <br />Grid Line 6.8 & B <br />Dry <br />Moist. <br />% <br />Elev. <br />Dens. <br />Cont. <br />Oversize <br />Proc. <br />Percent <br />Specified <br />Depth* <br />pcL <br />_% <br />Material <br />No. <br />Compaction <br />Minimum <br />915 <br />1091h <br />16.0 <br />2 <br />1 <br />95 <br />98 <br />914 <br />114 <br />14.5 <br />2 <br />1 <br />98 <br />98 <br />913 <br />1101/z <br />11.5 <br />4 <br />2 <br />98 <br />98 <br />911 <br />1091h <br />13.3 <br />0 <br />2 <br />98 <br />98 <br />9141h <br />1091h <br />12.7 <br />0 <br />2 <br />98 <br />98 <br />9131h <br />110 <br />12.4 <br />0 <br />2 <br />98 <br />98 ' <br />914 <br />1091h <br />10.3 <br />2 <br />3 <br />991h <br />98 <br />914 <br />1161h <br />12.4 <br />4 <br />4 <br />98 <br />98 <br />LABORATORY MOISTURE -DENSITY RELATIONS OF SOILS (PROCTOR) <br />Opt. Moisture <br />Max. Dry <br />.Soil Description <br />Method <br />Content % <br />D h pcf <br />1 <br />Sandy silt, brown (ML) <br />A <br />14.9 <br />115.3 <br />2 <br />Sand with silt, fine grained, brown (SP-SM) <br />A <br />12.4 <br />111.8 <br />3 <br />Sand with silt, fine grained, brown (SP) <br />A <br />13.0 <br />109.9 <br />4 <br />Sandy lean clay, brown (EL) <br />a <br />14.0 <br />118.1 <br />Procedure & Method: Standard (ASTM D698) . X_; Modified (ASTM D1557) <br />