Sherrill L2A-LR030313A
ALPHA TESTING, INC.
REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dollos, Texas 75229
9721620 -8911 - 9721263 -4937 (Metro)
FAX. 9721406 -8023
TESTED FOR TRI -STAR CONSTRUCTION
LEW ISVILLE, TEXAS
DATE: 03/13/03
PROJECT COPPELL PEDIATRIC CLINIC
COPPELL, TEXAS
TEST t1ATA-
OUR REPORT NO.: 03153 -13
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'
15
03/13/03
FG -2.5
6
14.0
115
13.1
112
97
1 -AD
16
03/13/03
FG -2.5
6
14.0
115
12.5
113
98
1 -AD
17
03/13/03
FG -2.0
6
14.0
115
1 13.0
110
95
1 -AD
18
03/13/03
FG -2.0
6
14.0
115
12.0
110
96
1 -AD
19
03/13/03
FG -1.5
6
1 14.0
115
13.0
112
97
1 -AD
20
03/13/03
FG -1.5
6
14.0
1 115
12.1
112
98
1 -AD
21
03/13/03
FG -1.0
6
14.0
115
14.7
112
98
1 -AD
TCCT 1 nr ATIr1Al-
15
RETEST OF TEST #3 PERFORMED ON 03/06/03
16
RETEST OF TEST #4 PERFORMED ON 03106/03
17
RETEST OF TEST #5 PERFORMED ON 03/06/03
18
RETEST OF TEST #6 PERFORMED ON 03/06/03
19
RETEST OF TEST #7 PERFORMED ON 03/07/03
20
RETEST OF TEST #8 PERFORMED ON 03107/03
21
RETEST OF TEST #9 PERFORMED ON 03/07/03
CC: CITY OF COPPELL
1. FILL ' A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Re p tfully 5W�
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST ALPHA TIN
Our test results & reports are for the exclusive use of the Client land their designated recipients on file in our office) and shall not be reproduced and/or distributed -t4o with express approval of ALPHA. The use
of our name & test results must receive ourwdtten approval. Test results & reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens.
Geotechnical Engineering 2' Construction Materials Testing fh Environmental Engineering Rj Consulting
A
ALPHA TESTING, INC.
REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dollos, Texas 75229
9721620 -8911 - 9721263 -4937 (Metro)
FAX: 9721406 -8023
TESTED FOR TRI -STAR CONSTRUCTION
LEWISVILLE, TEXAS
DATE: 03/13/03
PROJECT COPPELL PEDIATRIC CLINIC
COPPELL, TEXAS
TCCT MATH.
OUR REPORT NO.: 03153 -13A
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'
22
03/13/03
FG -1.0
6
14.0
115
14.4
114
99
1 -AD
23
03/13/03
FG -0.5
6
14.0
115
14.2
110
96
1 -AD
24
03/13/03
FIG
6
14.0
115
15.0
112
97
1 -AD
25
03/13/03
FIG
6
14.0
115
15.3
110
95
1 -AD
.'l k1
I CJ I lmm
22
, I 1 1Y.
RETEST OF TEST #10 PERFORMED ON 03/07/03
23
RETEST OF TEST #11 PERFORMED ON 03/07/03
24
RETEST OF TEST #13 PERFORMED ON 03/07/03
25
RETEST OF TEST #14 PERFORMED ON 03/07/03
CC: CITY OF COPPELL
1. FILL ' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Res tfully S
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4, CEMENT TREATED D. RETEST
Our test results & reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distnbule cQptroFth @Kpiiels approval of ALPHA. The use
of our name & lest results must receive our written approval. Test results B reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens.
Geotechnical Engineering Ri Construction Materials Testing P Environmental Engineering /2) Consulting