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Gibbs Station 1-LR 921107 (2)
Client: ALPHA TE~I'ING, INC. 2209 Wisconsin St. Suite 100 Dallas, Texas 75229 (214) 620-8911 Heath & Y~ight P£operties, Gibbs Stati~m/l~akes oi Oo~pell, Cold. Il Project Name: Our Report No.: Soil Classification: cj2020 - LX7 Date: 11/07/92 LINE b'~klBLIZIID ~ (Y~{kY Soil I.D. Number: 16~. AS~M D--698 Test Method: Maximum Dry Unit Weight: Optimum Moisture Content: Liquid Limit 39 98.6 23.2 % Plasticity Index 7 Pavement subgrade % sra. 9+50 Alley F-I. pcf % REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL ZERO AIR VOIDS CURVES FOR SPECIFIC (,~RAVITIES OF 2.80 2.70 2.60 5 10 15 20 25 30 35 40 45 MOISTURE CONTENT - %