Stoneleigh (Fairway)-LR 980602A /I
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620 -8911 - 9721263 -4937 (Metro)
FAX: 9721406 -8023
TESTED FOR
PROJECT
TEST DATA:
FIRST WORTHING COMPANY
DALLAS, TEXAS
STONELEIGH AT RIVERCHASE
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE
6/2/98
OUR REPORT NO. 97060 -193A
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
324
6/2/98
FG
3
15.9
112
15.5
111
99
1 -A
325
6/2198
FG
4
12.8
116.3
12.8
114
98
1 -A
326
6/2198
FG
4
12.8
116.3
11.9
111
95
1 -A
327
6/2/98
FG
4
12.8
116.3
11.8
111
95
1 -A
328
6/2/98
FG
4
12.8
116.3
12.5
116
100
1 -A
329
612/98
FG
4
12.8
116.3
11.9
116
99
1 -A
330
6/2/98
FG
4
12.8
116.3
12.5
116
100
1 -A
TFST I nCATInN• PAVING
324
30'E AND 85'N FROM SE CORNER OF BUILDING 10
325
40'W AND 20'S FROM SW CORNER OF BUILDING 11
326
65'S AND 35'W FROM NW CORNER OF BUILDING 12
327
40'E AND 5'S FROM SW CORNER OF BUILDING 12
328
40'S AND 30'E FROM SE CORNER OF BUILDING 13
329
30'S AND 35'E FROM NE CORNER OF BUILDING 13
330
50'E AND 15'N FROM SE CORNER OF BUILDING 10
1 FILL A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS UI S 2d
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST STING,I
Geotechnical Engineering g Conshuctlon Matertals Testing a Environmental Engineering a Consulting
A
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620 -8911 - 9721263 -4937 (Metro)
FAX: 9721406 -8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR FIRST WORTHING COMPANY DATE 6/2/98
DALLAS, TEXAS
PROJECT
TEST DATA:
STONELEIGH AT RIVERCHASE OUR REPORT NO. 97060 -193B
COPPELL, TEXAS
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'
331
612/98
FG
4
12.8
116.3
12.5
112
96
1 -A
TEST LOCATION: PAVING
331 150'N AND 40'W FROM SW CORNER OF BUILDING 11
1 FILL A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS :,/TING U Rted
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
A CEMENTTREATFD D RETEST A H T f
Geotechnical Engineering 11 Cons ruction Materials Testtng g EnVlronmental Engineering g Consufting