Stoneleigh (Fairway)-LR 980603A
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620 -8911 - 9721263 -4937 (Metro)
FAX: 9721406 -8023
TESTED FOR FIRST WORTHING COMPANY
DALLAS, TEXAS
PROJECT STONELEIGH AT RIVERCHASE
COPPELL, TEXAS
TEST DATA:
REPORT OF FIELD
COMPACTION TESTS
DATE
6/3/98
OUR REPORT NO. 97060 -1808
TEST
NO.
DATE
ELEV.
DEPTH
SOfL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT'
301
6/3/98
SG +3.0
2
16
110.7
18.1
109
98
1 1 -A
302
6/3/98
SG +4.0
2
16
110.7
16.2
108
98
1 -A
303
6/3/98
SG +4.0
2
16
110.7
17.7
106
96
1 -A
304
6/3/96
SG +5.0
2
16
110.7
16.5
106
96
1 -A
305
6/3/98
SG +5.0
2
16
110.7
19.2
110
99
1 -A
306
6/3/98
SG +6.0
2
16
110.7
16.2
112
101
1 -A
307
6/3/98
SG +6.0
2
16
110.7
17.0
110
100
1 -A
TEST LOCATION: FAIRWAY DRIVE DITCH BACKFILL
301
FAIRWAY DRIVE AT STATION #8 +75
302
FAIRWAY DRIVE AT STATION #8 +75
303
IFAIRWAY DRIVE AT STATION #8 +75
304
FAIRWAY DRIVE AT STATION #8 +75
305
FAIRWAY DRIVE AT STATION #8 +75
306 IFAIRWAY
DRIVE AT STATION #8 +75
307
FAIRWAY DRIVE AT STATION #8 +75
t FILL
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBORADE
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3 LIME STABILIZED
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENTTREATFD
D RETEST
Geotechnical Engineering g Construction Materials Testing g Environmental Engineering a Consufhng
A
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620-8911 - 9721263 -4937 (Metro)
FAX: 9721406 -8023
TESTED FOR FIRST WORTHING COMPANY
DALLAS, TEXAS
PROJECT STONELEIGH AT RIVERCHASE
COPPELL, TEXAS
TEST DATA:
REPORT OF FIELD
COMPACTION TESTS
DATE
6/3/98
OUR REPORT NO. 97060 -180A
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT`
294
6/3/98
SG
2
16
110.7
17.1
110
99
1 1 -A
295
613/98
SG
2
16
110.7
19.1
107
97
i -A
296
6/3/98
SG +1.0
2
16
110.7
18.6
105
95
1 -A
297
6/3/98
SG +1.0
2
16
110.7
19.5
109
99
1 -A
298
6/3/98
SG +2.0
2
16
110.7
18.2
107
97
1 -A
299
6/3/98
SG +2.0
2
16
110.7
19.1
ill
100
i -A
300
6/3/98
SG +3.0
1 2
16
110.7
16.9
106
95
1 7 A
TFGT i OC:ATIONl• FAIRWAY f)RIVF nIT(:H RACKFII_L_
294
FAIRWAY DRIVE AT STATION #8 +75
295
FAIRWAY DRIVE AT STATION #8 +75
296
FAIRWAY DRIVE AT STATION #8 +75
297
FAIRWAY DRIVE AT STATION #8 +75
298
FAIRWAY DRIVE AT STATION #8 +75
299
FAIRWAY DRIVE AT STATION #8 +75
300
FAIRWAY DRIVE AT STATION #8 +75
I FILL rt A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
;a NATURAL. SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE IXES NOT COMPLY WITH SPECIFICATIONS
A CEMENTTREATED D. RETEST
U S Itt2d
,IN
Geotechnical Engineering g Construction Matena/s Testing g Environmental Engineering W Consulting