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Gibbs Station 2-LR 931011 (6)
/ ALPHA TES,,NG, INC. 2209 Wisconsin St. Suite 1OO Dallas, Texas 75229 (214) 620-8911 Client: Gibbs Station, LTD, C/O Heath & Knight Prop. Gibbs Station Phase II, Coppell, Texas Project Name: Our Report No.: 93384-2? Date: 10/11/93 DARK BRC~N LIME STABILIZED CLAY (CL) 135 Soil Classification: ! ' ' 2L ASTM D-698 ! ' Soil I.D. Number: Test Method: 130 ' ~ ' Maximum Dry Unit We,ght: 84.0 pcf 33.7 Optimum Moisture Content: % , , , Liquid Limit 6]. % Plasticity Index 14 125~ , , ....... SAMP~ LOCATIOn: Pavement subgrade along Creek ............. Crossing @ Sta. 13+00. 12o~- , ', REPORT OF MOISTURE DENSITY , I .... I --,... RELATIONSHIP OF SOIL 115 , , , , , . 110 , , ; 105 , , , , , i , I ---~ 100 ---i ~ ~ ZERO AIR VOIDS CURVES 95 ~ , i , , , FO~ ..... i ~ , SPECIFIC GRAWITIES OF i . , I .... i 65 , i ~ , , i ; , , , , , i 0 5 10 15 20 25 30 35 ~ 45 ...... ~OISTU~5 CONTENT >