Stoneleigh (Fairway)-LR 980608A ALPHA TESTING, INC. MECHANICAL
2209 Wisconsin St. STABILIZATION / MODIFICATION
Suite 100
Dallas, Texas 75229 FINAL MIX
(972) 620 -8911
TESTED FOR FIRST WORTHING COMPANY
DALLAS, TEXAS
DATE
06/08/98
PROJECT STONELEIGH AT RIVERCHASE
COPPELL, TEXAS
FAIRWAY DRIVE
Area of Work:
OUR REPORT NO.
97060 -190A
Date cement E! lime /initially applied n 6 n _' Average final compacted depth: 6 inches.
Date of final mixing 06/08/98
Sample Location:
STA. '? +50 FAIRWAY DRIVE
STA. ?tc2 FAIRWAY DRIVE
STA. - -6" 1 AIRWAY D
Remarks:
COMPU )ATA— CG0108 i cH
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
6/8/98
OUR REPORT NO. 97060 -188A
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'
323
6/8198
FG
4
20.6
100
20.8
97
97
3 -A
TEST LOCATION:
323 (STREET AT STATION #1 +50 OF FAIRWAY DRIVE
1 FILL A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
LNE STA.BIL.IZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
d CEMEN' TREATED D RETEST
Geotechnical Engineenng g Conshuclion Materials Testing W EnOronmental Engineering 0 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
6/8/98
OUR REPORT NO. 97060 -188
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*
316
1 6/8/98
FG
4
20.6
100
20.6
99
99
3 -A
317
6/8/98
FG
4
20.6
100
21.7
95
95
3 -A
318
6/8/98
FG
4
20.6
100
24.3
95
95
3 -A
319
6/8/98
FG
4
20.6
100
23.1
95
95
3 -A
320
6/8/98
FG
4
20.6
100
20.8
96
96
3 -A
321
6/8/98
FG
4
20.6
100
21.6
98
98
3 -A
322
6/8/98
FG
4
20.6
100
20.7
100
100
3 -A
TEST LOCATION-
316
STREET AT STATION #8 +15 OF FAIRWAY DRIVE
317
STREET AT STATION #7 +50 OF FAIRWAY DRIVE
318
STREET AT STATION #6 +50 OF FAIRWAY DRIVE
319
STREET AT STATION #5 +79 OF FAIRWAY DRIVE
320
STREET AT STATION #4 +50 OF FAIRWAY DRIVE
321
STREET AT STATION #3 +50 OF FAIRWAY DRIVE
322
STREET AT STATION #2 +50 OF FAIRWAY DRIVE
i FILL A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3 -[ME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D. RETEST
Geotechnlcal Engineering 0 COn5hUClion Materials Tesflng m Environmental Engineering m c.onsumng