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Gibbs Station 2-LR 931011 (5)
/i ALPHA TES,,dG, INC. 2209 Wisconsin St. Suite 100 Datlas, 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.: 93384-28 Date: 10/11/93 LIME STABILIZED TAN SANDY CLAY (CL) 135 Soil Classification: , ~ , WITH SC~E i , , 3L i , , Soil I.D. Number: Test Method: J~STH D-698 130 " ' '. I , Maximum Dry Unit Weight: '105.8 pcf , ; 16.2 Optimum Moisture Content: % , Liquid Limit 31 % Plasticity Index ? 125 ' ...%%MPLE LOCATION: Pavement subgrade along Gibbs .......... Crossing @ sra. 3+00. 420 -~, .... , ' REPORT OF MOISTURE DENSITY , , __.. , ___, RELATIONSHIP OF SOIL 115 ! , , 110 ' I ' ' , , , 105 lO0 ~"" ............ ~- ......... ZERO AIR VOIDS CURVES 95 , , ' ' FOR i ..... SPECIFIC GRAVITIES OF 90 : : , , I .... 2.70 I I ~ I , I ' , I. , , I ' ' ; ' ' I i , , , , , i , I , i , i , , , I ! ! i 7'6 . ' [ ' ' ' ,. i ' i , 0 5 10 15 20 25 30 35 40 45 ..... MOISTURE CONTENT - % ./"~" Davi~..:]~~er ,'.