Hollows-LR 990510 (3) ALPHA TE.., ,'lNG, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(972) 620-8911
Client: N L W Development Group, Dallas, Texas
Project Name: Hollows ~ Nortldake Woodland, Coppcll, Texas
99128-59 05/10/99
Our Report No.: Date:
BROWN LIME STABILIZED CLAY
135 Soil Classification:
Soil I.D. Number: 6L Test Method: ASTM Dq598
130 ~ Maximum Dry Unit Weight: 80.2 pcf
28.8
Optimum Moisture Content: %
125 Liquid Limit 65 % Plasticity Index
SAMPLE LOCATION: HOLLOW DRIVE AT STATION #1+00
420 \\ REPORT OF MOISTURE DENSITY
RELATIONSHIP OF SOIL
115 k
110
100
ZERO AIR VOIDS CURVES
FOR
95
I SPECIFIC GRAVITIES OF
2.80
90 2.70
i I 2.60
1
75
0 5 10 15 20 25 30 35 4~.~-~.~45 ~
MOISTURE CONTENT - %
CG01083-20