Sherrill L2A-LR030402REPORT OF FIELD
A COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620 -891 1 - 9721263 -4937 (Metro)
FAX: 9721406 -8023
TESTED FOR TRI -STAR CONSTRUCTION
LEWISVILLE, TEXAS
DATE: 04/02/03
PROJECT COPPELL PEDIATRIC CLINIC
COPPELL, TEXAS
TCCT IIATA-
OUR REPORT NO.: 03153 -20
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'
29
04/02/03
SG
4
25.5
92.5
25.5
92
100
2 -A
30
04/02/03
SG
4 1
25.5
92.5
26.6
1 89
96
2 -A
31
04/02/03
SG
4
25.5
92.5
26.3
90
97
2 -A
32
04/02/03
SG
4
25.5
92.5
26.9
92
99
2 -A
ri�x i
1 CJ I
29
IVI+M I IVIV.
PAVING, SOUTH FIRELANE - 60'W AND 10' N FROM SE CORNER OF PROPERTY LINE
30
PAVING, SOUTH FIRELANE -30 AND 15 N FROM SE CORNER OF PROPERTY LINE
31
PAVING, SOUTH FIRELANE - 10'W AND 10'N FROM SE CORNER OF PROPERTY LINE
32
PAVING, SOUTH PARKING - 20' E AND 10' S FROM NW CORNER OF 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 spec ly :41N /
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS �l1 ,
4. CEMENT TREATED D. RETEST
PHA TES
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 distributed except sMft express approval of " PHA. The use
of our name & test results must receive our mitten approval. Test results & reports apply only to the samples tested andror observed, and are not indicative of the qualill s of apparently identica gr similar specimens.
Geotechnical Engineering Ri Construction Materials Testing {b Environmental Engineering Po Consulting