Westhaven-LR130123ji,
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Standard Pacific Homes - Irving
Irving, Texas
PROJECT: Westhaven
Coppell, Texas
TEST DATA:
REPORT OF FIELD
COMPACTION TESTS
DATE: 01/23/13
OUR REPORT NO.: 130127 -9
TECHNICIAN: Don Hinton
TEST
NO.
DATE
E LEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT*
85
01/23/13
FG -4.0
1
11.9
117.9
13.0
115
97
1 -A
86
01/23/13
FG -4.0
1
11.9
117.9
12.3
116
99
1 -A
87
01/23/13
FG -4.0
1
11.9
117.9
11.9
118
100
1 -A
88
01/23/13
FG -3.0
2
9.2
124.4
11.0
120
97
1 -A
89
01/23/13
FG -3.0
2
9.2
124.4
11.7
118
95
1 -A
90
01/23/13
FG -3.0
2
9.2
124.4
12.1
119
95
1 -A
91
01/23/13
FG -3.0
2
9.2
124.4
11.7
120
96
1 -A
TEST LOCATION:
85
20'S and 40'W from the NE Corner of Block B, Pad 33
86
20'S and 40'W from the NE Corner of Block B, Pad 31
87
120'S and 40'W from the NE Corner of Block B, Pad 29
88
20'S and 40'W from the NE Corner of Block B, Pad 34
89
20'S and 40'W from the NE Corner of Block B, Pad 32
90
120'S and 40'W from the NE Corner of Block B, Pad 30
91
120'S and 40'W from the NE Corner of Block B, Pad 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
t
AttefAbushakra, P.E.
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.
ji,
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Standard Pacific Homes - Irving
Irving, Texas
PROJECT: Westhaven
Coppell, Texas
TEST DATA:
REPORT OF FIELD
COMPACTION TESTS
DATE: 01/23/13
OUR REPORT NO.: 130127 -9A
TECHNICIAN: Don Hinton
TEST
NO.
DATE
E LEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT*
92
01/23/13
FG -2.0
1
11.9
117.9
11.9
117
100
1 -A
93
01/23/13
FG -3.0
1
11.9
117.9
12.8
116
98
1 -A
94
01/23/13
FG -2.0
1
11.9
117.9
13.0
115
98
1 -A
95
01/23/13
FG -3.0
1
11.9
117.9
12.7
117
99
1 -A
96
01/23/13
FG -2.0
1
11.9
117.9
12.3
115
97
1 -A
97
01/23/13
FG -3.0
1
11.9
117.9
12.0
116
98
1 -A
98
01/23/13
FG -2.0
1
11.9
117.9
12.4
117
99
1 -A
TEST LOCATION:
92
15'S and 40'W from the NE Corner of Block B, Pad 26
93
15'S and 40'W from the NE Corner of Block B, Pad 27
94
130'N and 35' E from the SW Corner of Block B, Pad 28
95
30'N and 35' E from the SW Corner of Block B, Pad 29
96
30'N and 35' E from the SW Corner of Block B, Pad 30
97
130'N and 35' E from the SW Corner of Block B, Pad 31
98
130'N and 35' E from the SW Corner of Block B, Pad 32
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
t
AttefAbushakra, P.E.
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.
ji,
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Standard Pacific Homes - Irving
Irving, Texas
PROJECT: Westhaven
Coppell, Texas
TEST DATA:
REPORT OF FIELD
COMPACTION TESTS
DATE: 01/23/13
OUR REPORT NO.: 130127 -913
TECHNICIAN: Don Hinton
TEST
NO.
DATE
E LEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT*
99
01/23/13
FG -3.0
1
11.9
117.9
15.0
116
99
1 -A
100
01/23/13
FG -2.0
1
11.9
117.9
15.5
115
97
1 -A
101
01/23/13
FG -3.0
1
11.9
117.9
13.2
114
97
1 -A
102
01/23/13
FG -2.0
1
11.9
117.9
13.7
115
97
1 -A
103
01/23/13
FG -1.0
1
11.9
117.9
13.9
116
98
1 -A
104
01/23/13
FG -2.0
1
11.9
117.9
13.1
116
98
1 -A
105
01/23/13
FG -1.0
1
11.9
117.9
13.6
114
97
1 -A
TEST LOCATION:
99
30'N and 35' E from the SW Corner of Block B, Pad 33
100
30'N and 35' E from the SW Corner of Block B, Pad 34
101
130'N and 35' E from the SW Corner of Block B, Pad 35
102
30'N and 35' E from the SW Corner of Block B, Pad 36
103
10' S and 25'W from the NE Corner of Block B, Pad 26
104
10' S and 25'W from the NE Corner of Block B, Pad 27
105
10' S and 25'W from the NE Corner of Block B, Pad 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
t
AttefAbushakra, P.E.
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.
ji,
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Standard Pacific Homes - Irving
Irving, Texas
PROJECT: Westhaven
Coppell, Texas
TEST DATA:
REPORT OF FIELD
COMPACTION TESTS
DATE: 01/23/13
OUR REPORT NO.: 130127 -9C
TECHNICIAN: Don Hinton
TEST
NO.
DATE
E LEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT*
106
01/23/13
FG -2.0
1
11.9
117.9
13.1
117
100
1 -A
107
01/23/13
FG -1.0
1
11.9
117.9
12.9
114
97
1 -A
108
01/23/13
FG -2.0
1
11.9
117.9
12.6
117
99
1 -A
109
01/23/13
FG -1.0
1
11.9
117.9
13.1
115
98
1 -A
110
01/23/13
FG -2.0
1
11.9
117.9
15.0
116
99
1 -A
111
01/23/13
FG -1.0
1
11.9
117.9
13.2
116
98
1 -A
112
01/23/13
FG -2.0
1
11.9
117.9
12.2
117
99
1 -A
TEST LOCATION:
106
12'S and 28'W from the NE Corner of Block B, Pad 29
107
12'S and 28'W from the NE Corner of Block B, Pad 30
108
11 2' S and 28'W from the NE Corner of Block B, Pad 31
109
12'S and 28'W from the NE Corner of Block B, Pad 32
110
12'S and 28'W from the NE Corner of Block B, Pad 33
111
11 2' S and 28'W from the NE Corner of Block B, Pad 34
112
12' S and 28'W from the NE Corner of Block B, Pad 35
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
t
AttefAbushakra, P.E.
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.
ji,
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Standard Pacific Homes - Irving
Irving, Texas
PROJECT: Westhaven
Coppell, Texas
TEST DATA:
REPORT OF FIELD
COMPACTION TESTS
DATE: 01/23/13
OUR REPORT NO.: 130127 -91D
TECHNICIAN: Don Hinton
TEST
NO.
DATE
E LEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT*
113
01/23/13
FG -1.0
1
11.9
117.9
15.7
115
97
1 -A
114
01/23/13
FG -1.0
1
11.9
117.9
15.8
113
96
1 -A
115
01/23/13
FG -1.0
1
11.9
117.9
15.0
117
99
1 -A
116
01/23/13
FG -1.0
1
11.9
117.9
14.2
114
97
1 -A
117
01/23/13
FG -1.0
1
11.9
117.9
15.6
116
98
1 -A
118
01/23/13
FG -1.0
1
11.9
117.9
15.8
114
96
1 -A
TEST LOCATION:
113
50' N and 35' W from the SE Corner of Block B, Pad 27
114
50' N and 35' W from the SE Corner of Block B, Pad 29
115
50' N and 35' W from the SE Corner of Block B, Pad 31
116
50' N and 35' W from the SE Corner of Block B, Pad 33
117
50' N and 35' W from the SE Corner of Block B, Pad 32
118
50' N and 35' W from the SE Corner of Block B, Pad 35
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
t
AttefAbushakra, P.E.
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.