Stoneleigh P1-LR 971111A ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620 -8911
TESTED FOR FIRST WORTHING COMPANY
DALLAS, TEXAS
PROJECT
TEST DATA:
STONELEIGH AT RIVERCHASE
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 11/11/97
OUR REPORT NO. 97060-13
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'
20
11 /11
FG -2
1
20.0
100.9
21.8
100
99
1 —A
21
11/11
FG -1
1
20.0
100.9
20.2
99
98
1 —A
22
11 /11
FG
3
15.9
112.0
16.3
111
99
1 —A
TEST LOCATION:
20
8" SANITARY SEWER LINE #0 +75 WEST SIDE
21
8" SANITARY SEWER LINE #0 +75 WEST SIDE
22
8" SANITARY SEWER LINE #0 +75 WEST SIDE
i FILL A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
r1AT1 IRAI_ SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPFCIFICATIONS spect ry . mitted
11`^E Bi' VED f.. PERCENT IN PLACE MOISTURF 1 NOT COMP! Y \A,!TN Ori
RETEST " ALP _iING, IN.I
F
ALPHA TESTING, INC.
A(972 2209 Wisconsin St., Suite 100
) Dallas, Texas 75229
620 -8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR FIRST WORTHING COMPANY DATE 11/11/97
DALLAS, TEXAS
PROJECT
TEST DATA:
STONELEIGH AT RIVERCHASE OUR REPORT NO. 97060 -
COPPELL, TEXAS
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"
23
11/11
FG -3
1
20.0
100.9
20.8
97
96
1 —A
24
11 /11
FG -6
1
20.0
100.9
22.1
101
100
1 —A
25
11 /11
FG -6
1
20.0
100.9
22.0
96
96
1 —A
TFST I O(ATION-
23
SANITARY SEWER LINE
8"
@ LINE
B @
STATION #2 +00
24
POND ON WEST SIDE @
30'
N AND
50'
E OF THE SW CORNER
25
POND ON WEST SIDE @
20'
S AND
30'
E OF THE NW CORNER
I
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
NATJHAL. `sUBGRADF.. B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R pe Y�TING,�1c. 'Ily i
9 7 3TAI 1 I7 (e) C. PERCENT IN Pf ACE MOIS I IhK DOE`; W) T COMPI `� !At!1 N ���jjj
D. REFFS1 �j A