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IAAM-LR 990731
ALPHA '1 _ ~TING, INC. 2209 Wisconsin St. Suite 100 Dallas, Texas 75229 (972) 620-8911 Client: Frank Dale Construction, Inc., Southlake, Texas ~ Project Name: Iaam Headquarters Building, Coppell, Texas 9957 I-7 07/31/99 Our Report No.: Date: BROWN SANDY CLAY (SELECT FILL) (CL) Soil Classification: Soil I.D. Number: 3 Test Method: ASTM D-698 109.0 Maximum Dry Unit Weight: pcf 15.2 Optimum Moisture Content: % Liquid Limit 33 % Plasticity Index 14 SAMPLE LOCATION: IMPORTED STOCKPILE REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL ZERO AIR VOIDS CURVES FOR SPECIFIC GRAVITIES OF 2.80 2.70 2.60 0 5 10 15 20 25 30' 40 MOISTURE CONTENT - % CG01083-20