Hollows-LR 990309TEST
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*
w
156
3/9/99
SG
1
26.8
92
26.9
91
98
2 -A
157
3/9/99
SG +0.5
3
23.2
98.2
24.6
94
96
1 -A
158
3/9/99
SG +1.0
3
23.2
98.2
23.9
95
97
1 -A
159
3/9/99
SG +1.5
3
23.2
98.2
25.5
94
95
1 -A
160
3/9/99
FG
3
23.2
98.2
25.1
94
96
1 -A
161
3/9/99
SG
1
26.8
92
27.9
90
98
2 -A
162
3/9/99
SG +0.5
3
23.2
98.2
23.6
96
97
1 -A
156
ALLEY 2 AT STATION #1+20
157
ALLEY 2 AT STATION #1 +20
158
ALLEY 2 AT STATION #1 +20
159
ALLEY 2 AT STATION #1 +20
160
ALLEY 2 AT STATION #1 +20
161
ALLEY 5 AT STATION #4 +00
162
ALLEY 5 AT STATION #4 +00
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 972/263 -4937 (Metro)
FAX; 972/406 -8023
TESTED FOR
PROJECT
TEST DATA:
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
N L W DEVELOPMENT GROUP
DALLAS, TEXAS
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
REPORT OF FIELD
COMPACTION TESTS
DATE 3/9/99
HOLLOWS NORTHLAKE WOODLAND OUR REPORT NO. 99128 -15
COPPELL, TEXAS
Geotechnical Engineering I Construction Materials Testing Environmental Engineering Consulting
TEST
NO.
DATE
ELEV.
DEPT
SOIL ID
NUMBER
OPTIMUM
MOISTURE
91
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
96
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT"
163
3/9/99
SG +1.0
3
23.2
98.2
24.4
95
97
1 -A
164
3/9/99
80+1.0
1
26.8
92
26.9
91
99
2 -A
165
3/9/99
SG +0.5
3
23.2
98.2
23.4
96
98
1 -A
166
3/9199
SG +1.0
3
23.2
98.2
24.1
95
97
1 -A
167
3/9/99
80+1.5
3
23.2
98.2
24.3
96
97
1 -A
168
3/9/99
80+2.0
3
23.2
98.2
24.9
97
99
1 -A
169
3/9/99
SG
1
26.8
92
27.8
89
91
2 -A
163
ALLEY 5 AT STATION #4 +00
164
ALLEY 5 AT STATION #7 +00
165
ALLEY 5 AT STATION #7 +00
166
ALLEY 5 AT STATION #7 +00
167
ALLEY 5 AT STATION #7 +00
168
ALLEY 5 AT STATION #7 +00
169
ALLEY 5 AT STATION #10 +00
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 972/263 -4937 (Metro)
FAX: 972/406 -8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR N L W DEVELOPMENT GROUP DATE 3/9/99
DALLAS, TEXAS
PROJECT HOLLOWS NORTHLAKE WOODLAND OUR REPORT NO. 99128 -15A
COPPELL, TEXAS
1. FILL
2. NATURAL. SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
Geotechnical Engineering Construction Materials Testing N Environmental Engineering Consuffing