The URL can be used to link to this page

Gibbs Station 2-LR 931008 iALPHA TES'~,NG, 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 Repod No.: 93384-30 Date: 10/08/93 GREY CI~{ENT STABILIZED CLAYEY SAND 135 Soil Classification: , ! " ~ (CL) ' 5 ASTM D-698 ' * ' Soil I.D. Number: Test Method: 130 i Maximum Dry Unit Weight: 111.8 pcf ' 13.5 Optimum Moisture Content: % , . ~ ~ Liquid Limit 28.0 % Plasticity Index 7.0 125 , S~MPn~. LOCATIO~: 120.', ,, REPORT OF MOISTURE DENSITY - -'.., ' RELATIONSHIP OF SOIL : . 115 i .... ..u~ 110 ~. ~~., ' , , I'- · _; f I 105 D 100 , , , , , , , ..... ~ ZERO AIR VOIDS CURVES 95 . . i .... '. FOR .............. ~ ...... SPECIFIC GRAVITIES OF .... i ........... 2.~ 90 " ' ' ~ ! ' 2.70 85 ; I Ii, il : ~ .Ii: ; ' ~- ~ '~-' ; ] ' i ' ; , I ' i ; .... i ] I 75 , : , . , , i ~ , , , I t 0 5 10 15 20 25 30 35 40 MOISTURE CONTENT - %