Stoneleigh P1-LR 971105ALPHA 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 11/05/97
DALLAS, TEXAS
PROJECT
TEST DATA:
STONELEIGH AT RIVERCHASE OUR REPORT NO. 97460 -
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'
10
11/05
FG -3
2
16.0
110.7
17.9
105
96
1 —A
11
11/05
FG -3
2
16.0
110.7
16.9
108
98
1 —A
TEST LOCATION: STORM SEWER LINE 24
10 @ STATION #1 +60
11 @ STATION #2 +25
I FII_(_ A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
l NATURAL SUBGRADE B. PERCENT COMPACTION DOES HOT . OMPI Y WITH SPFCIFICATIONS eS ctfully S itte
P. ,IF 3TAR!I_IZED (7 PERCENT IN PLACE P.ICISTI I� it ��_;; Vf) I f'(IMPI-v WITH SPFr,
JIM
'I ME�;T' ak- ATF.t; !? RE7F=S1 G,
p/} � � �r
!} 8 l
A ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620 -8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR FIRST WORTHING COMPANY DATE 11/05/97
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
COMPACTION
COMMENT'
9
11/05
FG -4.0
1
20.0
100.9
20.1
100
99
1 —A
TEST LOCATION: STORM SEWER LINE
9 @ STATION #1 +90
7. 1-11-L A. IN PLACE PERCENT MOISTURE AND PERCFNT COMPACTION COMPLY WITH SPECIFICATIONS
NATURAI, SUBGRADF B. PERCENT COMPACTIO'�� DOTS, ") T COMP :_Y WITH SPFCIFICATIONS
f_ ^E >TAB� IZEn PFRCFNT IN P! A `F ^A� -, 1 °,� ��� ��� - r- ,'�, ^o! }' ?rJ'r SPFCif It; . -.J,
';( 44F -1VT T tsi .1TFL i� �?ETc`ti
ly
,�OLPH/,,Y�6TTNG, IN
-A
A 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 11/05/97
OUR REPORT NO. 97060 -4
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'
7
11/05
FG -3
1
20.0
100.9
20.5
98
98
1 —A
8
11/05
FG -5
1
20.0
100.9
20.0
97
95
1 —A
TEST LOCATION: STORM SEWER LINE B
7 @ STATION #1 +45
8 @ STATION #1 +75
ILL A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
!V]-; 'AL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
" ;TABI=_IZEP C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
a u. _F .7.
L) ts. TES . ,r