Red Hawk-LR110919ALPHA /TESTING
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR: Creststone Group
Coppell, Texas
PROJECT: Red Hawk Residential
Coppell, Texas
TEST DATA:
DATE: 09/19/11
OUR REPORT NO.: 110991 -11
TECHNICIAN: D. Montenegro
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`
137
09/19/11
SG
2
17.0
106.8
22.6
101
94
2 -A
138
09/19/11
FG -1.8
2
17.0
106.8
21.8
102
95
1 -A
139
09/19/11
FG -0.8
2
17.0
106.8
20.9
101
95
1 -A
140
09/19/11
FG
2
17.0
106.8
21.3
102
95
1 -A
141
09/19/11
FG -2.5
2
17.0
106.8
21.5
103
96
1 -A
142
09/19/11
FG -1.5
2
17.0
106.8
21.9
100
94
1 -A
143
09/19/11
FG -0.5
2
17.0
106.8
22.4
101
94
1 -A
TEST LOCATION:
137
60'N and 30' E from SW Corner of Block B, Lot 23
138
60'N and 30' E from SW Corner of Block B, Lot 23
139
160'N and 30' E from SW Corner of Block B, Lot 23
140
60'N and 30' E from SW Corner of Block B, Lot 23
141
60'N and 30' E from SW Corner of Block B, Lot 24
142
160'N and 30' E from SW Corner of Block B, Lot 24
143
1 60'N and 30' E from SW Corner of Block B, Lot 24
1. FILL
A.
IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE
B.
PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED
C.
PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED
D.
RETEST
U
S
Yonas Tanga
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and /or distributed except with express approval of ALPHA. The
use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and /or observed, and are not indicative of the qualities of apparently identical or similar
specimens.
ALPHA /TESTING
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR: Creststone Group
Coppell, Texas
PROJECT: Red Hawk Residential
Coppell, Texas
TEST DATA:
DATE: 09/19/11
OUR REPORT NO.: 110991 -11 A
TECHNICIAN: D. Montenegro
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*
144
09/19/11
SG
2
17.0
106.8
20.2
100
94
2 -A
145
09/19/11
FG -2.5
2
17.0
106.8
21.7
100
93
1 -A
146
09/19/11
FG -1.5
2
17.0
106.8
22.8
102
95
1 -A
147
09/19/11
FG -0.5
2
17.0
106.8
22.0
101
94
1 -A
148
09/19/11
FG -2.9
2
17.0
106.8
22.5
103
96
1 -A
149
09/19/11
FG -1.9
2
17.0
106.8
19.9
102
96
1 -A
150
09/19/11
FG -0.9
2
17.0
106.8
20.6
101
94
1 -A
TEST LOCATION:
144
60'N and 30' E from SW Corner of Block B, Lot 25
145
60'N and 30' E from SW Corner of Block B, Lot 25
146
160'N and 30' E from SW Corner of Block B, Lot 25
147
60'N and 30' E from SW Corner of Block B, Lot 25
148
60'N and 30' E from SW Corner of Block B, Lot 26
149
160'N and 30' E from SW Corner of Block B, Lot 26
150
1 60'N and 30' E from SW Corner of Block B, Lot 26
1. FILL
A.
IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE
B.
PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED
C.
PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED
D.
RETEST
U
S
Yonas Tanga
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and /or distributed except with express approval of ALPHA. The
use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and /or observed, and are not indicative of the qualities of apparently identical or similar
specimens.
ALPHA /TESTING
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR: Creststone Group
Coppell, Texas
PROJECT: Red Hawk Residential
Coppell, Texas
TEST DATA:
DATE: 09/19/11
OUR REPORT NO.: 110991 -11B
TECHNICIAN: D. Montenegro
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`
151
09/19/11
FG
2
17.0
106.8
21.5
101
94
1 -A
152
09/19/11
SG
2
17.0
106.8
19.5
100
94
2 -A
153
09/19/11
FG -2.5
2
17.0
106.8
21.5
101
94
1 -A
154
09/19/11
FG -1.5
2
17.0
106.8
21.8
101
95
1 -A
155
09/19/11
FG -0.5
2
17.0
106.8
20.3
100
94
1 -A
156
09/19/11
FG -2.9
2
17.0
106.8
21.0
103
96
1 -A
157
09/19/11
FG -1.9
2
17.0
106.8
19.9
102
95
1 -A
TEST LOCATION:
151
60'N and 30' E from SW Corner of Block B, Lot 26
152
60'N and 30' E from SW Corner of Block B, Lot 25
153
160'N and 30' E from SW Corner of Block B, Lot 25
154
60'N and 30' E from SW Corner of Block B, Lot 25
155
60'N and 30' E from SW Corner of Block B, Lot 25
156
160'N and 30' E from SW Corner of Block B, Lot 26
157
1 60'N and 30' E from SW Corner of Block B, Lot 26
1. FILL
A.
IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE
B.
PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED
C.
PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED
D.
RETEST
U
S
Yonas Tanga
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and /or distributed except with express approval of ALPHA. The
use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and /or observed, and are not indicative of the qualities of apparently identical or similar
specimens.
ALPHA /TESTING
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR: Creststone Group
Coppell, Texas
PROJECT: Red Hawk Residential
Coppell, Texas
TEST DATA:
DATE: 09/19/11
OUR REPORT NO.: 110991 -11 C
TECHNICIAN: D. Montenegro
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*
158
09/19/11
FG -0.9
2
17.0
106.8
22.3
101
95
1 -A
159
09/19/11
FG
2
17.0
106.8
21.6
102
95
1 -A
160
09/19/11
SG
2
17.0
106.8
20.3
103
96
2 -A
161
09/19/11
FG -2.6
2
17.0
106.8
20.8
100
94
1 -A
162
09/19/11
FG -1.6
2
17.0
106.8
22.7
100
94
1 -A
163
09/19/11
FG -0.6
2
17.0
106.8
22.0
102
95
1 -A
164
09/19/11
FG -2.9
2
17.0
106.8
22.5
103
96
1 -A
TEST LOCATION:
158
60'N and 30' E from SW Corner of Block B, Lot 26
159
60'N and 30' E from SW Corner of Block B, Lot 26
160
160'N and 30' E from SW Corner of Block B, Lot 27
161
60'N and 30' E from SW Corner of Block B, Lot 27
162
60'N and 30' E from SW Corner of Block B, Lot 27
163
160'N and 30' E from SW Corner of Block B, Lot 27
164
1 60'N and 30' E from SW Corner of Block B, Lot 28
1. FILL
A.
IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE
B.
PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED
C.
PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED
D.
RETEST
U
S
Yonas Tanga
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and /or distributed except with express approval of ALPHA. The
use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and /or observed, and are not indicative of the qualities of apparently identical or similar
specimens.
ALPHA /TESTING
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR: Creststone Group
Coppell, Texas
PROJECT: Red Hawk Residential
Coppell, Texas
TEST DATA:
DATE: 09/19/11
OUR REPORT NO.: 110991 -11D
TECHNICIAN: D. Montenegro
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`
165
09/19/11
FG -1.9
2
17.0
106.8
22.4
100
93
1 -A
166
09/19/11
FG -0.9
2
17.0
106.8
21.0
100
93
1 -A
167
09/19/11
FG
2
17.0
106.8
22.4
100
94
1 -A
TEST LOCATION:
165 160'N and 30' E from SW Corner of Block B. Lot 28
166 160'N and 30' E from SW Corner of Block B. Lot 28
167 160'N and 30' E from SW Corner of Block B, Lot 28
1. FILL
A.
IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE
B.
PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED
C.
PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED
D.
RETEST
U
S
Yonas Tanga
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and /or distributed except with express approval of ALPHA. The
use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and /or observed, and are not indicative of the qualities of apparently identical or similar
specimens.