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Gibbs Station 2-LR 931008 (2) ALPHA TES,,,~IG, INC. 2209 Wisconsin St. Suite 100 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.: 93384-29 Date: ].0/08/93 ~ STABILIZED TAN CLAYEY SAND 135 Soil Classification: (C~.) 4 ASTM D-698 ' Soil I.D. Number: Test Method: 130 , Maximum Dry Unit Weight: ].].0.'1 pcf '. ].3.9 , Opttmum Moisture Content: % , ' Liquid Limit 26.0 % Plasticity Index 6.0 125 SAI~T.~. LOCATIO~i: Sra. 9+00 REPORT OF MOISTURE DENSITY 120 , ...... RELATIONSHIP OF SOIL 115 , " = 110 , . ; ::D 100 ~. ~ , , r ............. ~' ....... ZERO AIR VOIDS CURVES 95 , i .... ! FOR ' ' t ..... ~ SPECIFIC GRAVITIES OF , ,. --4- .... ~ = ; .... '1~,. 2.~o so · ' 11C-%,~' 2.70 ' I i 85 . ,, ! .+.~--+ .......4-. t . ; ~--- , I .... , I I I ' ' I .... , : ; I I ' , ' ~ 1- ........ ; .~- ' i , ~--'i-' I , , . ~ i ' I ; . I 75 0 5 10 15 20 25 30 35 ~ ~_, MOISTURE CONTENT - %