Villages of CC 4-LR 920814Hooper Engineering Laboratories, Inc.
2870 Walnut Hill Lane Dallas . Texas 75229 (214) 351.8419
Client :
Jim Sowell Constriction Co. , Inc.
Date:
14 August 1992
Project :
Village at Cottonwood Creek Sec. IV,
Job No:
92.1079
Soil Description : On -Site Fill
Brawn $ Orange Sand
Maximum Density : 119.0 pcf Liquid Limit : 16.0
optimum Moisture : 11.0% Plasticity Index : 4.0
Distribution : (1) Jim Sowell Construction Co. , Inc.
(1) The Nelson Corporation
(1) James B. Amold- Construction, Inc.
(1) City of Coppell, Larry Davis
0
0
w
V
.Q
7
V
L
CL
v
c
0
IZ
N
C
a
L
MOISTURE- RELATIONSHIP
120
110
100
go
5 15 25
Moisture Content - percent
Hooper Engineering Laboratories, Inc.
2870 Walnut Hill Lane Dallas , Texas 75229 (214) 351.8419
Client :
Jim Sowell Construction Co.
, Inc.
Date :
14 August 1992
Project :
Village at Cottonwood Creek
Sec. IV,
Job No:
92.1079
Soil Description : On -Site Fill
Reddish Brown Clayey Sand
Maximum Density : 113.0 pcf Liquid Limit : 22.0
Optimum Moisture : 12.0% Plasticity Index : 10.1
Distribution : (1) Jim Sowell Construction Co. , Inc.
(1) The Nelson Corporation
(1) Janes B. Arnold Construction, Inc.
(1) City of Coppell, Larry Davis
0
0
V
7
U
L
f�
Q
C
0
CL
C
4)
L
j-
M OI STU R E - RELATIONSHIP D.•
120
110
100
no
5 15 25
Moisture Content - percent
Hooper Engineering Laboratories, Inc.
2870 Walnut Hill Lane Dallas , Texas 73229 (214) 351-6419
Client :
Jim Sowell Construction Co. ,
Inc.
Date :
14 August 1992
Project:
Village at Cott anwood Creek
Sec. IV,
Job No:
92.1079
Soil Description : On-Site Fill
Light Grey & Tan Silty Sand
Maximum Density : 113.0 pcf Liquid Limit : 17.7
optimum Moisture: 12.0% Plasticity Index : 5.6
Distribution • (1) Jim Sowell Construction Co. , Inc.
(1) The Nelson Corporation
(1) James B. Arnold Construction, Inc.
(1) City of Coppell, Larry Davis
O
O
U
U
L
CL
0
c
O
Q
N
C
O
L
0
M OISTURE— Awe-, 4s..�
DENSITY RELATIONSHIP ASTM • •
130 �mmmm
120
110
100
90
5 15 25
Moisture Content - percent