Stoneleigh (Fairway)-LR 980609135
130
125
120
5 10 15 20 25 30 35 45
MOISTURE CONTENT - °o �) , ,
115
110
U
= 105
C7
w
100
0
95
:1
85
80
+ -r,
'
t
r
I t-4
4U II
75 -
0
A ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(972) 620 -8911
Client: F irst Worthing Com pany Dallas TX
Project Name:.
Stoneleigh at River Chase, Coppell, TX
Our Report No.: - _ 97060 - 191 Date: 06/09/98
Soil Classification: TAN LI ST CLAY WITH SOME
SAND A GRAVEL
Soil I.D. Number: > Test Method:
106.1
ASTM D -698
Maximum Dry
Unit Weight: -
16.7
pcf
Optimum Moisture Content:
Liquid Limit 36 %Plasticity Index
LOCATION: airway r., S ta. +
REPORT OF MOISTURE D
8
ENSITY
RELATIONSHIP OF S
ZERO AIR VOI
OIL
DS CURVES
FOR
SPECIFIC GR
AVITIES OF
2.80
2.70
2.60
135
125
120
115
4� 110
U
T_ 105
CD
w
100
0
95
i
i
90
85
}
80
t
t — -
75
0 5 10
A ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(972) 620 -8911
First Worthing Company, Dallas, TX
Client: - --
Project Name: Stoneleig at Rive Chase, Coppell, TX
97060 - l 92 06/09/98
Our Report No.: _ Date:
Soil Classification: DARK BROWN LIME STABILIZED CLAY
WITH SOME SAND AND GRAVEL
Soil I.D. Number: 6 Test Method: ASTM D -698
Maximum Dry Unit Weight: 97.6 pcf
Optimum Moisture Content: _ _ 20.4 _ %
Liquid Limit_ 45 % Plasticity Index 10
LOCATION: Fairway Dr., Sta. 3 +82.
REPORT OF MOISTURE DENSITY
RELATIONSHIP OF SOIL
ZERO AIR VOIDS CURVES
FOR
SPECIFIC GRAVITIES OF
2.80
2.70
2.60
1_
15 20 25 30
MOISTURE CONTENT -
35 4� 45