Northlake WE P1-6-LR 850805RECEIVED !;
SOIL AND FOUNDATION ENGINEERING / CONSTRUCTION MA TERIALS TESTING
Houston: 2055 Silber Rd.. Suite IOOB {77055) Phone: 713-956-2130
Dallas: 11127 Shady Trail, Suite 106 {75229) Phone: 214-484-4731
MAXIMUM DENSITY/OPTIMUM MOISTURE TEST REPORT
TO
Crawford Utilities
P.O. Box 367
Rockwall, Texas 75087
DATE 8/5/85
PROJECT Northlake Woodland East #6
REPORT NO. 85-3015C-1
TYPE OF MATERIAL
MAXIMUM DRY DENSITY
OPTIMUM MOISTURE CONTENT
METHOD OF TEST:
Brown Sandy Clay
l12.g
13.2
TEST DATA
Ibslft3
%
STANDARD ASTM, I)-698
SAMPLE LOCATION Fi l I Mmt~r4 ml
LIQUID LIMIT 2 3
PLASTICITY INDEX ~
DIFIED ASTM, D.I
112
0
110
108
T
3.5 z
2.5
z
1.5
11 13 15 17
(PERCENT MOISTURE)
SOIL AND FOUNDATION ENGINEERING / CONSTRUCTION MA TERIALS TESTING
Houston: 2055 Silber Rd.. Suite IOOB 177055) Phone: 713-956-2130
Dallas: II 127 Shady Trail, Suite 106 {75229) Phone: 214-484-4731
MAXIMUM DENSITY/OPTIMUM MOISTURE TEST REPORT
TO
Crawford Utilities
P.O. Box 367
Rockwall, Texas 75087
DATE 8/5/85
PROJECT Northlake Woodland East #6
REPORT NO. 85-3015C-3
TYPE OF MATERIAL
MAXIMUM DRY DENSITY
OPTIMUM MOISTURE CONTENT
METHOD OF TEST:
Tan Silty Sand
113.0
9.2
TEST DATA
Ibs/ft3
%
[] STANDARD ASTM, 13-698
SAMPLE LOCATION
LIQUID LIMIT
PLASTICITY INDEX
F$11 Material
Non-Plastic
MODIFIED ASTM, 1~1557
113
111
z
109
7 9 11 13
(PERCENT MOISTURE)
SOIL AND FOUNDATION ENGINEERING / CONSTRUCTION MA TERIALS TESTING
Houston: 2055 Silber Rd.. Suite 100B(77055) Phone: 713-956-2130
Dallas: II127 Shady Trail, Suite 106 (75229) Phone: 214-484-4731
MAXIMUM DENSITY/OPTIMUM MOISTURE TEST REPORT
TO
Crawford Utilities
P.O. Box 367
Rockwall, Texas 75087
DATE 8/5/85
PROJECT Northlake Woodland East #6
REPORT NO. 85-3015C-2
TYPE OF MATERIAL
MAXIMUM DRY DENSITY
OPTIMUM MOISTURE CONTENT
METHOD OF TEST:
Tan Sandy Clay
120.5
10.6
TEST DATA
lbs/fi3
%
STANDARD ASTM, D-698
SAMPLE LOCATION Fill Material
LIQUID LIMIT 31
PLASTICITY INDEX ~5
120
118
116
4.5+
3.5
2.5
1.5
T
8 10 12 16
(PERCENT MOISTURE)