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ST9302-LR 991021
ALPHA TESTING, INC. 2209 wisconsin St. Suite 100 Dallas, Texas 75229 (972) 620-8911 Client: Ci_ty of Coppell. Coppell. Texas Project Name: Sandy Lake Road Project. Coppell. Texas Our Report No.: 98881-96 Date: BROWN LIME STABILIZED CLAY Soil Classification: Soil I.D. Number: 10 Test Method:_ Maximum Dry Unit Weight: 105.0 Optimum Moisture Content: 16.5 Liquid Limit 39 % Plasticity Index SAMPLE LOCATION: SANDY LAKE ROAD AT STATI REPORT OF MOISTURE D RELATIONSHIP OF Sl N ~ ~ % ZERO AIR VOII k:% ~ FO! 'k ~ ~ SPECIFIC GR, a ~ 2.70 10/21/99 0 5 10 15 20 25 30 35 40 / MOISTURE CONTENT ASTM D-698 8 #43+00 DENSITY }IL ~IDS CURVES VITIES OF CG01083-20 pcf