Ashton Ridge-LR 960725CG01083-20
Client:
ALPHA TES~IG, INC.
2209 Wisconsin .~t.
Suite 100
Dallas, Texas 75229
(214) 620-8911
HONEY[, I N E CON STRUCT l ON
7.2 ACRE RESIDENTIAL SUBD.-COPPELL
Project Name:
Our Report No.: 96362-3 Date: 07/25/96
REDDISH BROWN SANDY CLAY (CL)
Soil Classification:
2
Soil I.D. Number: mestl
Maximum Dry Unit Weight: 11~.
Optimum Moisture Content: 1
Liquid Limit 27 % Plasticil
S~PLE L~ATION: ON SI~ ST(
REPORT OF MOISTU
RELATIONSHIP ~
~k
~klk ZERI
~k~&
ii~,
I I
0 5 10 15 20 25 30 35 40
MOISTURE CONTENT- %
Method:
.9
.1
.y Index
.'q[P I
ASTM D-698
]0
IRE DENSITY
OF SOIL
AIR VOIDS CURVES
FOR
:IFIC GRAVITIES OF
2.80
2.70
2.60
pcf
%
ALPHA TEE'"~ G, INC.
2209 Wisconsin 'St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
Client: MONEYLINE CONSTRUCTION
7.2 ACRE RESIDENTIAL SUBD.-COPPELL
Project Name:
Our Report No.: 96362-2 Date: 07/25/96
BROWN SILTY CLAY (CL)
Soil Classification:
Soil I.D. Number: Test
Maximum Dry Unit Weight: 1 l
Optimum Moisture Content:
Liquid Limit 31 % Pl~tici
S~PLE L~ATION: ON SITE STO
REPORT OF MOISTL
RELATIONSHIP
_L,:~~A
IL~ ZER
· ~ k SPI
I I~
I I
ASTM D-698
Method:
.0
.5
y Index
[LE
lAIR VOIDS CURVES
FOR
PEClFIC GRAVITIES OF
2.8~
2.70
2.6~
45
0 5 10 15 20 25 30 35 40
7
IRE DENSITY
OF SOIL
MOISTURE CONTENT - %