Sherrill L2A-LR030421A /1
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 9721263 -4937 (Metro)
FAX: 9721406 -8023
TESTED FOR: TRI -STAR CONSTRUCTION
LEWISVILLE, TEXAS
PROJECT: COPPELL PEDIATRIC CLINIC
COPPELL, TEXAS
TECHNICIAN: C.P.
WEATHER: CLEAR
DAILY FIELD REPORT
DATE: 04/21/03
OUR REPORT NO: 03153 -22
TEMPERATURE RANGE: 80 TO 85
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT, AS REQUESTED, TO DELIVER
ONE CASE OF CYLINDER MOLDS AND TO OBTAIN ONE SET OF 4 CLIENT MADE CYLINDERS.
PER THE ON SITE REPRESENTATIVE THE CYLINDERS WERE MOLDED FROM THE FOLLOWING LOCATION:
SLAB, 35'W AND 10' S FROM THE NE CORNER OF THE COPPELL PEDIATRIC CLINIC (CAST ON 04/18/03)
THE CYLINDERS WERE RETURNED TO THE LABORATORY FOR PROCESSING. LABORATORY COMPRESSION
TEST RESULTS WILL FOLLOW ON A SEPARATE REPORT.
AT THE COMPLETION OF THE SCHEDULED WORK, THE TECHNICIAN RETURNED TO THE LABORATORY.
CC:
CITY OF COPPELL
Our test results and reports are for the exclusive use of the client (and their designated recipients on file in out office) and shall not be reproduced and/or 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 and /or observed and are not indicative of the qualities of
apparently identical or similar specimens
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Consulting
Respectfully Submitted,
A /I
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9,721620-8911- 9721263 -4937 (Metro)
FAX 9727406 -8023
TESTED FOR TRI -STAR CONSTRUCTION
LEWISVILLE, TEXAS
DATE: 04/21/03
PROJECT COPPELL PEDIATRIC CLINIC
COPPELL, TEXAS
TEST DATA:
OUR REPORT NO.: 03153 -24
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'
35
04/21/03
FIG
6
19.0
103
20.8
99
96
1 -A
TEST LOCATION:
35 (SOUTH PARKING LOT, 25'S AND 35'W FROM SE CORNER OF BUILDING PAD
CC CITY OF COPPELL
t FILL A_ IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS /
NATURAL SURGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R pectf Sub d
:i LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
n CEMENT TREATED D RETEST ALPHA ES INC
Uur lest rescdts 8 reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced antllor dis lbuted ezc t wlth express app¢
or our name R test results rusteecerve our wnt en approval Test resuRS & reports apply only to the samples tested and/or observed and are not hat of the q lilies of apparently id/
of ALPHA. The use
al or sni specimens.
Geotechnical Engineering AV Construction Materials Testing N Environmental Engineering N Consulting