Westhaven 2-LR130122 (2)TESTED FOR:DATE: 01/22/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
54 01/22/13 FG-1.0 1 11.9 117.9 13.8 116 98 1-A
55 01/22/13 FG-1.0 1 11.9 117.9 12.7 118 100 1-A
56 01/22/13 FG-1.0 1 11.9 117.9 11.0 118 100 1-A
57 01/22/13 FG-1.0 1 11.9 117.9 14.2 114 97 1-A
58 01/22/13 FG-1.0 1 11.9 117.9 11.2 118 100 1-A
59 01/22/13 FG-1.0 1 11.9 117.9 12.6 117 99 1-A
60 01/22/13 FG-1.0 1 11.9 117.9 12.7 115 98 1-A
TEST LOCATION:
54
55
56
57
58
59
60
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
Attef Abushakra, 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.
D. Hinton
130127-8
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
25' S and 25' W from NE Corner of Block A, Lot 4
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
25' S and 25' W from NE Corner of Block A, Lot 1
25' S and 25' W from NE Corner of Block B, Lot 3
25' S and 25' W from NE Corner of Block B, Lot 4
25' S and 25' W from NE Corner of Block A, Lot 2
25' S and 25' W from NE Corner of Block A, Lot 3
25' S and 25' W from NE Corner of Block B, Lot 1
COMPACTION TESTS
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Standard Pacific Homes - Irving
Irving, Texas
TESTED FOR:DATE: 01/22/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
61 01/22/13 FG-1.0 1 11.9 117.9 12.2 116 99 1-A
62 01/22/13 FG-1.0 1 11.9 117.9 12.6 118 100 1-A
63 01/22/13 FG-1.0 1 11.9 117.9 12.8 115 98 1-A
64 01/22/13 FG-1.0 1 11.9 117.9 12.5 116 98 1-A
65 01/22/13 FG-2.0 1 11.9 117.9 13.9 116 98 1-A
66 01/22/13 FG-1.0 1 11.9 117.9 12.6 117 100 1-A
67 01/22/13 FG-2.0 1 11.9 117.9 11.9 119 101 1-A
TEST LOCATION:
61
62
63
64
65
66
67
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
Attef Abushakra, 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.
COMPACTION TESTS
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Standard Pacific Homes - Irving
Irving, Texas
30' N and 25' E from SW Corner of Block B, Lot 21
30' N and 25' E from SW Corner of Block B, Lot 20
30' N and 25' E from SW Corner of Block B, Lot 23
30' N and 25' E from SW Corner of Block B, Lot 24
30' N and 25' E from SW Corner of Block B, Lot 22
DATETEST
NO.
30' N and 25' E from SW Corner of Block B, Lot 25
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
30' N and 25' E from SW Corner of Block B, Lot 5
D. Hinton
130127-8A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 01/22/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
68 01/22/13 FG-1.0 1 11.9 117.9 11.2 115 98 1-A
69 01/22/13 FG-1.0 1 11.9 117.9 13.3 115 97 1-A
70 01/22/13 FG 1 11.9 117.9 12.8 117 99 1-A
71 01/22/13 FG 1 11.9 117.9 13.2 114 96 1-A
72 01/22/13 FG 1 11.9 117.9 12.0 116 98 1-A
73 01/22/13 FG 1 11.9 117.9 13.3 113 96 1-A
74 01/22/13 FG 1 11.9 117.9 11.8 116 98 1-A
TEST LOCATION:
68
69
70
71
72
73
74
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
Attef Abushakra, 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.
D. Hinton
130127-8B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
25' N and 30' W from SE Corner of Block A, Lot 2
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
25' S and 20' E from NW Corner of Block B, Lot 22
25' N and 30' W from SE Corner of Block A, Lot 4
25' N and 30' W from SE Corner of Block B, Lot 1
25' S and 20' E from NW Corner of Block B, Lot 20
25' N and 30' W from SE Corner of Block A, Lot 1
25' N and 30' W from SE Corner of Block A, Lot 3
COMPACTION TESTS
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Standard Pacific Homes - Irving
Irving, Texas
TESTED FOR:DATE: 01/22/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
75 01/22/13 FG 1 11.9 117.9 14.1 114 97 1-A
76 01/22/13 FG 1 11.9 117.9 13.7 115 97 1-A
77 01/22/13 FG 1 11.9 117.9 12.1 118 100 1-A
78 01/22/13 FG 1 11.9 117.9 11.4 118 100 1-A
79 01/22/13 FG 2 9.2 124.4 11.5 121 97 1-A
80 01/22/13 FG 1 11.9 117.9 13.4 119 101 1-A
81 01/22/13 FG 2 9.2 124.4 12.3 120 96 1-A
TEST LOCATION:
75
76
77
78
79
80
81
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
Attef Abushakra, 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.
COMPACTION TESTS
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Standard Pacific Homes - Irving
Irving, Texas
15' N and 25' E from SW Corner of Block B, Lot 22
15' N and 25' E from SW Corner of Block B, Lot 23
15' N and 25' E from SW Corner of Block B, Lot 3
15' N and 25' E from SW Corner of Block B, Lot 4
15' N and 25' E from SW Corner of Block B, Lot 21
DATETEST
NO.
15' N and 25' E from SW Corner of Block B, Lot 5
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' N and 25' E from SW Corner of Block B, Lot 2
D. Hinton
130127-8C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 01/22/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
82 01/22/13 FG 1 11.9 117.9 13.0 114 97 1-A
83 01/22/13 FG 1 11.9 117.9 12.4 116 98 1-A
84 01/22/13 FG 1 11.9 117.9 12.9 114 97 1-A
TEST LOCATION:
82
83
84
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
Attef Abushakra, 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.
D. Hinton
130127-8D
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' S and 20' W from NE Corner of Block B, Lot 24
20' S and 20' W from NE Corner of Block B, Lot 25
20' S and 20' W from NE Corner of Block B, Lot 20
COMPACTION TESTS
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Standard Pacific Homes - Irving
Irving, Texas