Stoneleigh P1-LR 980729A
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620 -8911 - 9721263 -4937 (Metro)
FAX 9721406 -8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR FIRST WORTHING COMPANY DATE 7/29/98
DALLAS, TEXAS
PROJECT
4
TEST DATA:
STONELEIGH AT RIVERCHASE OUR REPORT NO. 97060 -271
COPPELL, TEXAS
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRYDENSIIY
PCF
PERCENT
coMPAmm
COMMENT'
340
7129/98
FG
3
9.2
115.9
12.7
114
99
1 -A
341
7/29/98
FG
3
9.2
115.9
11.2
116
100
1 -A
342
7/29/98
FG
3
9.2
115.9
10.9
116
100
1 -A
343
7/29/98
FG
3
9.2
115.9
11.5
116
100
1 1 -A
TEST
LOCATION: PAVEMENT
340
10'S AND 10'W OF SE CORNER OF BUILDING 20
341
20'S AND 20'W OF SE CORNER OF BUILDING 20
342
110'S AND 10'W OF SE CORNER OF BUILDING 21
343
20'S AND 20'W OF SE CORNER OF BUILDING 21
t. Fill * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
& LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST
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