Hollows-LR 990308TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
4
COMMENT'
135
3/8/99
SG
1
26.8
92
27.9
91
98
2 -A
136
3/8/99
SG +0.5
3
23.2
98.2
25.9
95
97
1 -A
137
3/8/99
SG +1.0
3
23.2
98.2
23.7
96
98
1 -A
138
3/8/99
SG +1.5
3
23.2
98.2
24.4
93
95
1.A
139
3/8/99
SG +2.0
3
23.2
98.2
24.8
93
95
1 -A
140
3/8/99
SG
1
26.8
92
26.9
91
99
2 -A
141
3/8/99
SG +0.5
3
23.2
98.2
24.9
96
98
1 -A
135
ALLEY 1 AT STATION #1 +00
136
ALLEY 1 AT STATION #1 +00
137
ALLEY 1 AT STATION #1 +00
138
ALLEY 1 AT STATION #1 +00
139
ALLEY 1 AT STATION #1 +00
140
ALLEY 1 AT STATION #3 +50
141
ALLEY 1 AT STATION #3 +50
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
TCnT 1'1ATA
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
8. 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 3/8/99
HOLLOWS NORTHLAKE WOODLAND OUR REPORT NO. 99128 -14
COPPELL, TEXAS
Geotechnical Engineering Construction Materials Testing Environmental Engineering Consulting
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
MAXIMUM LAS
DRY DENSITY
PCF
IN PLACE
MOISTURE
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT'
142
3/8/99
SG +1.0
3
23.2
98.2
24.9
95
97
1 -A
143
3/8/99
SG +1.5
3
23.2
98.2
24.9
96
98
1 -A
144
3/8/99
SG +2.0
3
23.2
98.2
24.6
96
97
1 -A
145
3/8/99
SG
1
26.8
92
26.9
91
99
2 -A
146
3/8/99
SG +0.5
3
23.2
98.2
24.9
96
98
1 -A
147
3/8/99
SG +1.0
3
23.2
98.2
23.3
96
98
1 -A
148
3/8/99
SG +1.5
3
23.2
98.2
24.1
96
98
1 -A
142
ALLEY 1 AT STATION #3 +50
143
ALLEY 1 AT STATION #3 +50
144
ALLEY 1 AT STATION #3 +50
145
ALLEY 1 AT STATION #15 +00
146
ALLEY 1 AT STATION #15 +00
147
ALLEY 1 AT STATION #15 +00
148
ALLEY 1 AT STATION #15 +00
7
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
1. FILL
2 NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
N L W DEVELOPMENT GROUP
DALLAS, TEXAS
HOLLOWS NORTHLAKE WOODLAND OUR REPORT NO. 99128 -14A
COPPELL, TEXAS
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
8. 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 3/8/99
Geotechnical Engineering Consfruction Materials Testing Environmental Engineering I Consulting
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'
149
1
3/8/99
SG +2.0
3
23.2
98.2
I.
25.5
95
97
1 -A
150
3/8/99
SG +2.5
3
23.2
98.2
23.4
98
99
1 -A
151
3/8/99
FG
3
23.2
98.2
25.1
96
98
1 -A
152
3/8/99
SG
1
26.8
92
26.8
92
100
2 -A
153
3/8/99
SG +0.5
3
23.2
98.2
24.0
96
98
1 -A
154
3/8/99
SG +1.0
3
23.2
98.2
25.1
96
97
1 -A
155
3/8/99
SG +1.5
3
23.2
98.2
25.7
97
98
1 -A
149
ALLEY 1 AT STATION #15 +00
150
ALLEY 1 AT STATION #15 +00
151
ALLEY 1 AT STATION #15 +00
152
ALLEY 1 AT STATION #18 +00
153
ALLEY 1 AT STATION #18 +00
154
ALLEY 1 AT STATION #18 +00
155
ALLEY 1 AT STATION #18 +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
REPORT OF FIELD
COMPACTION TESTS
DATE 3/8/99
HOLLOWS NORTHLAKE WOODLAND OUR REPORT NO. 99128 -14B
COPPELL, 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
Geotechnical Engineering Construction Materials Testing I Environmental Engineering 1 Consulting