Sherrill L2A-LR030307A
ALPHA TESTING, INC.
REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620 -8911 - 9721263 -4937 (Metro)
FAX. 9721406 -8023
TESTED FOR TRI -STAR CONSTRUCTION
LEWISVILLE, TEXAS
DATE: 03/07/03
PROJECT COPPELL PEDIATRIC CLINIC
COPPELL, TEXAS
Tr—CT IIATA-
OUR REPORT NO.: 03153 -8
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
M\%IMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT'
7
03/07/03
FG -1.5
6
14.0
115
13.4
107
93
1 -13
8
03/07/03
FG -1.5
6
14.0
115
13.7
108
94
1 -13
9
03/07/03
FG -1.0
6
14.0
115
13.3
108
94
1 -B
10
03/07/03
FG -1.0
6
14.0
115
14.1
107
93
1 -B
11
03/07/03
FG -0.5
6
14.0
1 115
13.4
109
94
1 -13
12
03/07/03
FG -0.5
1 6
14.0
115
1 13.5
109
95
1 -A
13
03/07/03
FG
6
14.0
115
1 13.9
107
93
1 -13
I GJI
7
LVl,f111VtY.
1 10'S AND 10'E FROM NW CORNER OF BUILDING PAD
8
1 10'N AND 10'W FROM SE CORNER OF BUILDING PAD
9
1 20'S AND 15'W FROM NE CORNER OF BUILDING PAD
10
1 20'N AND 20'E FROM SW CORNER OF BUILDING PAD
11
1 10'S AND 10'E FROM NW CORNER OF BUILDING PAD
12
10'N AND 10'W FROM SE CORNER OF BUILDING PAD
13
20'S AND 15'W FROM NE CORNER OF BUILDING PAD
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 a dully Sub
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST ALP ES NG, I NC:
Our test results 8 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 distributed a p�h a ress approval of ALPHA. The use
of our name & test results must receive our written 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 /h Construction Materials Testing R Environmental Engineering R% Consulting
A
ALPHA TESTING, INC.
REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620 -8911 - 9721263 -4937 (Metro)
FAX, 9721406 -8023
TESTED FOR TRI -STAR CONSTRUCTION
LEWISVILLE, TEXAS
DATE: 03/07/03
PROJECT COPPELL PEDIATRIC CLINIC
COPPELL, TEXAS
Tl IIATA•
OUR REPORT NO.: 03153 -8A
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'
14
03/07/03
FG
6
14.0
115
13.3
107
93
1 -13
TCCT 1 nf ATInKI-
14 120' N AND 20' E FROM SW C ORNER OF BUILDING PAD
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 �Ully Su
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST AL II G, I
Our test results 8 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 distributed exp - approval of ALPHA. The use
of our name & test results must receive our wiiden 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 !� Construction Materials Testing P7 Environmental Engineering F Consulting