Stoneleigh (Fairway)-LR 980604A ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(972) 620 -8911
Client: _First Wo - Co mpany, Dallas, TX
Project Name: - S toneleigh at River Chase, Coppell, TX
Our Report No.: -- 9 - 194 Date: 06/04/98
135 Soil Classification: - TAhL LINIE STABILIZED CLAY WITH SOME _
- + -
SAND SEAMS— - — —
Soil I.D. Number : - - Test Method: ASTMD -698
130 Maximum Dry Unit Weight: 1000 pcf
Optimum Moisture Content: 2 %
125 Liquid Limit__ - -. 45 - - % Plasticity Index 9
LOCATION: Fairway Dr., Sta. 2 +50.
120 - REPORT OF MOISTURE DENSITY
RELATIONSHIP OF SOIL
115
110
U
N
z 105
w
� 100 -
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ZERO AIR VOIDS CURVES
95 - FOR
SPECIFIC GRAVITIES OF
- 2.80
90 — - 2.70
- - - +- I - - - - 2.60
85
8- 4M, t f
- 4 -
}
t -1
75 [i 1 f iT f I I I I I
0 5 10 15 20 25 30 35 40 5
MOISTURE CONTENT - %