Sherrill L2A-LR030321REPORT OF FIELD
A COMPACTION TESTS
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
TEST DATA:
DATE: 03/21/03
OUR REPORT NO.: 03153 -14
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'
26
03/21/03
SG
4
25.5
92.5
25.5
91
98
2 -A
27
03/21/03
SG
4
25.5
1 92.5
26.7
89
96
2 -A
28
03/21/03
SG
4
25.5
92.5
26.9
89
96
2 -A
I l I LUUA
26 110'S AND 20'W FROM NE CORNER OF NORTH PARKING LOT
27 110'N AND 25'W FROM SE CORNER OF NORTH PARKING LOT
28 110' SAND 10' E FROM NW CORNER OF NOR PARKING LOT
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 R
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST 1(
Our lest 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 distributdid except express approval of PHA. The use
of our name & test results must receive our written approval. Test results 8 reports apply only to the samples tested and/or observed, and are not indicative of the qualif of apparently itlenfi or similar specimens.
Geotechnical Engineering /r' Construction Materials Testing r+7 Environmental Engineering P Consulting