Hollows-LR 990217 (2) 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 ~ Northlake Woodland, Coppell, Texas
99128-3 02/17/99
Our Report No.: Date:
BROWN CLAY (CH)
135 Soil Classification:
~ Soil I.D. Number: 2 Test Method: ASTM D-698
130 Maximum Dry Unit Weight: 95.2 pcf
i 24.3
! t, Optimum Moisture Content: %
: ! ~l Liquid Limit 65.0 % Plasticity Index 41.0
125
I i SAMPLE LOCATION: STREET CUT
~2o ~ i REPORT OF MOISTURE DENSITY
i RELATIONSHIP OF SOIL
115
= 110 ' i i
-r 105
~ I i I .
' I
~ ,
r~ i i ZERO AIR VOIDS CURVES
95 , ~ ~_ FOR
I ; ~ ! SPECIFIC GRAVITIES OF
i ~ 2.80
' ' ; ~ ; 2.70
80 I ,.
75 i ~
0 5 10 15 20 25 30 35 40 45
MOISTURE CONTENT - % ~.~~~..____ ~
CG01083-20