Northlake WE P1-6-LR 850806SOIL AND FOUNDATION ENGINEERING / CONSTRUCTION MA TERIALS TESTING
Houston: 2055 Silber Rd., Suite IOOB (77055) Phone: 713-956-2130
Dallas: l1127 Shady Trail. Suite 106 (75229) Phone: 214-484-4731
FIELD SOIL MOISTURE - DENSITY TEST REPORT
TO Crawford Utilities DATE 8/6/85
P.O. Box 367
Rockwall, Texas 75087
PROJECT Northlake Woodland East #6 REPORT NO. 85-3015C-4
FIELD TEST DATA
~ % OF
DRY DENS,~ MOISTURE MAXIMUM
TEST !: ~BGRADE LOCATION
NO. LiN ~) 'Tj.D~ LBSJCU. ~. %
F DENSI~
1 Service Bethel School Road at Moore Road 111.2 i 6.62 92.3
Crossing ~-~'
2 Sanitary Bethel School Road at Moore Road (front) 86.5 12.0
Sewer
3
Pelican
Lane, (middle) 97.8 (15.~
4 Pelican Lane (end) 103.1 / 17.5 85.6
5 Swan Drive (front) 108.9 8.6 90.4
6 Swan Drive (middle) 117.2 10.1 97.3
7 Swan Drive (end) 99.6 /~ i~2.7
FIELD TEST METHOD: [] VOLUMETRIC ASTM D-2167.77 ~ NUCLEAR ASTM, D.2922-81 [] SAND CONE ASTM, D-1556-74
TYPE OF MATERIAL
Tan Sandy Clay
MAXIMUM DRY DENSITY 120.5 PCF OPTIMUM MOISTURE 10~__ PERCENT
METHOD OF TEST: [] STANDARD ASTM, D-698 *~" I D ASTM, D-1
PERCENT COMPACTION REQUIRED Ab(pvc 9? PERCENT
NOTE: TEST RESUL TS COMPLY WITH PROJECT SPEClFICATIONS EXCEPT THOSE MARKED*
INSPECTOR: Gary GRubbs TIME: 3 hours
TO
SOIL AND FOUNDATION ENGINEERING / CONSTRUCTION MA TERIALS TESTING
Houston: 2055 Silber Rd., Suite IOOB (77055) Phone: 713-956-2130
Dallas: 11127 Sh~ady Trad. Suite 106 (75229J Phone: 214-484-4731
FIELD SOIL MOISTURE - DENSITY TEST REPORT
Crawford Utilities
P.O. Box 367
Rockwall, Texas 75087
PROJECT Northlake Woodland East
DATE 8/6/85
#6
FIELD TEST DATA
REPORT NO. 85-3015C-4 (con't)
% OF
TEST [2 SUBGRADE DRY DENSITY MOISTURE MAXIMUM
22 FILL ~. . LOCATION LBSJCU. FT. % DENSITY
NO. LIFT NO.~]-T~M-L
8 Sanitary Bethel School Road at Moore Road (middle) 107.4 5.~,, 95.0
Sewer
9 Bethel School Road at Moore Road (end) 107.0 13.8 94.7
10 Blue Jay Lane (end) 113.6 11.7 100.5
11 Water Bethel School Road at Mockingbird Lane 91.4 ~1,_4.~' ~80.?~
v
Line
FIELD TEST METHOD:
TYPE OF MATERIAL
MAXIMUM DRY DENSITY
METHOD OF TEST:
[] VOLUMETRIC ASTM D-2167-??
Tan Sand
113.0
PERCENT COMPACTION REQUIRED
NUCLEAR ASTM, D.2922-81 [] SAND CONE ASTM, D-1556-74
PCF OPTIMUM MOISTURE 9,2 PERCENT
STANDARD ASTM, D-698 (/ I~ MODIFIED ASTM, O-1557~
95 PERCENT
NOTE: TEST RESUL TS COMPLY WITH PROJECT SPECIFICATIONS EXCEPT THOSE MARKED*
INSPECTOR:
Gary Grubbs TIME:
TO
SOIL AND FOUNDATION ENGINEERING / CONSTRUCTION MA TERIALS TESTING
Crawford
P.O. Box
Rockwall,
Houston: 2055 Silber Rd., Suite IOOB (77055) Phone: 713-956-2130
Dallas: 11127 Shady Trail. Suite 106 (75229) Phone: 214-484-4731
FIELD SOIL MOISTURE - DENSITY TEST REPORT
Utilities DATE 8/6/85
367
Texas 75087
PROJECT Northlake Woodland East #6
FIELD TEST DATA
REPORT NO. 85-3015C-4 (con't)
% OF
~ SUBGRADE DRY DENSITY MOISTURE MAXIMUM
TEST ~ FILL LOCATION LBSJCU. F'r. % DENSITY
NO. LIFT NO.
12 Sanitary Pelican Lane (front) 113.1 11.6 100.2
Sewer .... -~
13 Blue Jay Lane (front) 99.4 8.5 88.04
FIELD TEST METHOD:
TYPE OF MATERIAL
MAXIMUM DRY DENSITY
[] VOLUMETRIC ASTM D-2167.77
Brown Clayey Sand
112. q PCF
METHOD OF TEST: [~ STANDARD ASTM, D-698
PERCENT COMPACTION REQUIRED
NUCLEAR ASTM, D.2922-81 [] SAND CONE ASTM, 13-1556-74
OPTIMUM MOISTURE 13.2 PERCENT
(~ [~ MODIFIED ASTMf,..~.~7.~ ';~
9.5 PERCENT
NOTE: TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS EXCEPT THOSE MARKED*
INSPECTOR: Gary gTubbs TIME: