Northlake WE P1-6-LR 850808TO
SOIL AND FOUNDATION ENGINEERING / CONSTRUCTION MA TERIALS TESTING
Houston: 2055 Silber Rd. Suite 10OB 177055) Phone: 713-956-2130
Dallas: 11127 Shady Trail. Suite 106 175229) Phone: 214-484-4731
FIELD SOIL MOISTURE - DENSITY TEST REPORT
Crawford Utilities
P.O. Box 367
Rockwall, Texas 75087
PROJECT Northlake Woodland East #6
FIELD TEST DATA
DATE 8/8/85
REPORT NO. 85-3015C-5
% OF
TEST ~ SUBGRADE DRY DENSITY MOISTURE MAXIMUM
7J FILL ~. 4 LOCATION LBSJCU. FT. % DENSITY
NO. LIFT NO.j~il~
14 Sanitary Hawk 100.1 ~-~8 83.1
Sewer ....
15 Hawk 103.7 10.1 86.1
16 Meadowlark 107.2 ~ 90.0
17 Meadowlark 103.0 /'16.2 ~ i 85.5~
FIELD TEST METHOD: [] VOLUMETRIC ASTM D.2167.77 ~ NUCLEAR ASTM, D.2922-81 [] SAND CONE ASTM, D-1556-74
TYPE OF MATERIAL
MAXIMUM DRY DENSITY
METHOD OF TEST:
PERCENT COMPACTION REQUIRED
Tan Sandy Clay
120,5 PCF
[] STANDARD ASTM, D-698
OPTIMUM MOISTURE 10.6 PERCENT
~ MODIFIED ASTM,~1557 ~
95 PERCENT
NOTE: TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS EXCEPT THOSE MARKED*
INSPECTOR:
Gary Grubbs TIME:
2 hours
TO
SOIL AND FOUNDATION ENGINEERING / CONSTRUCTION MA TERIALS TESTING
FIELD SOIL MOISTURE - DENSITY TEST REPORT
Crawford Utilities DATE
P.O. Box 367
Rockwall, Texas 75087
Houston: 2055 Silber Rd., Suite IOOB 177055) Phone: 713-956-2130
Dallas: 11127 Shady Trail. Suite 106 (75229) Phone: 214-484-4731
8/8/8s
PROJECT Northlake Woodland East #6 REPORT NO. 85-3015C-5 (con't)
FIELD TEST DATA
% OF
[] SUBGRADE DRY DENSITY MOISTURE MAXIMUM
TEST [] FILL LOCATION LBS./CU. FT. %
NO. LIFT NO. F~a~ DENSITY
18 Sanitary Flamingo 89.7 10.9 74.4~
Sewer
19. Flamingo 111.7 14.9 92.7
FIELD TEST METHOD:
TYPE OF MATERIAL
MAXIMUM DRY DENSITY
METHOD OF TEST:
[] VOLUMETRICASTM D.2167-77
Brown Clayey Spn4
112.9
PERCENT COMPACTION REQUIRED
[] NUCLEAR ASTM, D.2922-81 E] SAND CONE ASTM, D-1556-74
PCF OPTIMUM MOISTURE 13 . 2 PERCENT
MODIFIED
q~ PERCENT
NO TE: TEST RESUL TS COMPLY WITH PROJECT SPECIFICATIONS EXCEPT THOSE MA RKED*
INSPECTOR:
Gary Grubbs TIME: