Sherrill L2A-LR030403REPORT OF FIELD
A COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972162o -8911 - 9721263 -4937 (Metro)
FAX: 9721406 -8023
TESTED FOR TRI -STAR CONSTRUCTION
LEW ISVILLE, TEXAS
DATE: 04/03/03
PROJECT COPPELL PEDIATRIC CLINIC
COPPELL, TEXAS
TEST DATA:
OUR REPORT NO.: 03153 -21
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'
31
04/03/03
FG
4
25.5
92.5
27.1
91
99
1 -A
32
04/03/03
FG -8.0
4
25.5
1 92.5
28.4
90
1 97
1 -A
ILbI
31 ISANITARY SEVIER LINE A AT STATION #0 +67
32 1 SANITARY SEW LINE A AT STATION #2 +45
CC: CITY OF COPP -LL
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 /j
4. CEMENT TREATED D. RETEST A
Our test results 8 reports are for the ex. l,isive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except In express ap
of our name 8lesl results must receive, ourwntlen approval. Test results 8 reports apply only to the samples tested and/crobserved, and are not indicative of the quali of apparently
INC.
ALPHA. The use
or similar specimens.
Geotechnical Enr;;neering /b Construction Materials Testing /b Environmental Engineering /b Consulting