Sherrill L2A-LR030306A
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620 -8911 - 9721263 -4937 (Metro)
FAX: 9721406 -8023
TESTED FOR: TRI -STAR CONSTRUCTION
LEWISVILLE, TEXAS
PROJECT: COPPELL PEDIATRIC CLINIC
COPPELL, TEXAS
TECHNICIAN: G.S.
WEATHER: CLEAR
DAILY FIELD REPORT
DATE: 03/06/03
OUR REPORT NO: 03153 -5
TEMPERATURE RANGE: 57 TO 59
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON -GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED.
SUBGRADE FOR BUILDING PAD WAS OBSERVED TO VERIFY THAT AREA HAD BEEN PREPARED IN
ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS.
ILE ON SITE THE TECHNICIAN OBTAINED 2 SOIL SAMPLES FOR LABORATORY PROCTOR ANALYSIS. THE
APLES WERE OBTAINED FROM THE FOLLOWING LOCATIONS:
- SUBGRADE, 20'S AND 20'W FROM THE NE CORNER OF BUILDING PAD
- SELECT FILL, 30'S AND 40'W FROM THE NE CORNER OF BUILDING PAD
A TOTAL OF 8 FIELD DENSITY TESTS WERE PERFORMED ON SELECT FILL AND NATURAL SUBGRADE FOR
BUILDING PAD. SEE ATTACHED REPORT FOR RESULTS OF FIELD COMPACTION TESTING.
LABORATORY TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON A
SEPARATE REPORT.
BRAD DOBLER WAS INFORMED OF ALL OBSERVATIONS AND FIELD TEST RESULTS.
AT THE COMPLETION OF THE SCHEDULED TESTING THE TECHNICIAN RETURNED TO THE DALLAS OFFICE.
CC:
NONE
Respectfully mitt d,
r
4LP TE TING, INC
our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office} and shall not be reproduced andlor distributed except with express approval of
ALPHA. The use of our name and test results must receive our written approval Test results and reports apply only to the samples tested andlor observed, and are not indicative of the qualities of
apparently identical or similar specimens.
Geotechnical Engineering AF Construction Materials Testing N Environmental Engineering 9 Consulting
REPORT OF FIELD
A COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229 r
9721620 -8911 - 9721263 -4937 (Metro)
FAX: 9721406 -8023
TESTED FOR TRI -STAR CONSTRUCTION
LEWISVILLE, TEXAS
DATE: 03/06/03
PROJECT COPPELL PEDIATRIC CLINIC
COPPELL, TEXAS
TEST DATA:
OUR REPORT NO.: 03153 -5A
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'
1
03/06/03
SG
4
25.5
92.5
25.9
94
102
2 -A
2
03/06/03
SG
4
25.5
1 92.5
26.1
94
1 101
2 -A
3
03/06/03
FG -2.5
6
14.0
115
13.4
108
94
1 -13
4
03/06/03
FG -2.5
6
14.0
115
13.5
107
93
1 -13
5
03/06/03
FG -2.0
1 6
1 14.0
115
1 13.1
107
93
1 -B
6
03/06/03
FG -2.0
6
14.0
115
13.6
108
94
1 -13
OCATION:
1
20' S AND 20' E FROM THE NW CORNER OF BUILDING PAD
2
20' N AND 20' E FROM THE SW CORNER OF BUILDING PAD
3
15' S AND 15' W FROM THE NE CORNER OF BUILDING PAD
4
25' N AND 15'W FROM THE SE CORNER OF BUILDING PAD
5
15' S AND 15'E FROM THE NW CORNER OF BUILDING PAD
6
15'N AND 15'E FROM THE SW CORNER OF BUILDING PAD
CC: NONE
1. FILL ' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS /G /�
4. CEMENT TREATED D. RETEST A
Our lest results B reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced anNor distnbuted except IA express approval of
of our name 8 test results must receive our wntlen approval. Test results & reports apply only to the samples tested and/or observed, and are not indicative of the qua liti s of apparently identical
The use
specimens.
Geotechnical Engineering (b Construction Materials Testing ft' Environmental Engineering /T Consulting