Westhaven 2-LR130121TESTED FOR:DATE: 01/21/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
15 01/21/13 FG-5.0 1 11.9 117.9 13.8 115 98 1-A
16 01/21/13 FG-4.0 1 11.9 117.9 13.5 114 97 1-A
17 01/21/13 FG-4.0 1 11.9 117.9 14.0 114 97 1-A
18 01/21/13 FG-3.0 1 11.9 117.9 12.0 117 99 1-A
19 01/21/13 FG-3.0 1 11.9 117.9 11.2 119 101 1-A
20 01/21/13 FG-4.0 1 11.9 117.9 12.1 117 99 1-A
21 01/21/13 FG-3.0 1 11.9 117.9 12.0 119 101 1-A
TEST LOCATION:
15
16
17
18
19
20
21
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
130127-6
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' N and 25' W from SE Corner of Block A, Lot 3
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
30' S and 30' E from NW Corner of Block A, Lot 1
15' N and 25' W from SE Corner of Block A, Lot 1
15' N and 25' W from SE Corner of Block B, Lot 3
30' S and 30' E from NW Corner of Block A, Lot 2
30' S and 30' E from NW Corner of Block A, Lot 3
15' N and 25' W from SE Corner of Block A, Lot 2
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: 01/21/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
22 01/21/13 FG-4.0 1 11.9 117.9 13.5 118 100 1-A
23 01/21/13 FG-3.0 1 11.9 117.9 14.5 114 97 1-A
24 01/21/13 FG-3.0 1 11.9 117.9 12.9 118 100 1-A
25 01/21/13 FG-2.0 1 11.9 117.9 12.4 116 98 1-A
26 01/21/13 FG-1.0 1 11.9 117.9 13.8 114 97 1-A
27 01/21/13 FG-2.0 1 11.9 117.9 12.5 117 99 1-A
28 01/21/13 FG-3.0 1 11.9 117.9 12.8 117 99 1-A
TEST LOCATION:
22
23
24
25
26
27
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
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
20' S and 20' E from NW Corner of Block B, Lot 3
20' S and 20' E from NW Corner of Block B, Lot 4
Wingate Road at Station 3+50
Huntingdon Street at Station 3+00
20' S and 20' E from NW Corner of Block B, Lot 2
DATETEST
NO.
20' S and 20' E from NW Corner of Block B, Lot 1
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Wingate Road at Station 2+50
D. Hinton
130127-6A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 01/21/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
29 01/21/13 FG-2.0 1 11.9 117.9 13.0 115 98 1-A
30 01/21/13 FG-3.0 1 11.9 117.9 11.9 118 100 1-A
31 01/21/13 FG-3.0 1 11.9 117.9 12.3 116 98 1-A
32 01/21/13 FG-2.0 1 11.9 117.9 12.5 119 101 1-A
33 01/21/13 FG-2.0 1 11.9 117.9 13.5 118 100 1-A
34 01/21/13 FG-3.0 1 11.9 117.9 13.3 115 98 1-A
35 01/21/13 FG-3.0 1 11.9 117.9 12.9 116 99 1-A
TEST LOCATION:
29
30
31
32
33
34
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
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
130127-6B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
30' N and 25' W from SE Corner of Block A, Lot 2
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
30' N and 25' W from SE Corner of Block B, Lot 4
30' N and 25' W from SE Corner of Block A, Lot 4
20' S and 20' E from NW Corner of Block B, Lot 23
30' N and 25' W from SE Corner of Block B, Lot 5
30' N and 25' W from SE Corner of Block A, Lot 1
30' N and 25' 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: 01/21/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
36 01/21/13 FG-3.0 2 9.2 124.4 12.5 119 95 1-A
37 01/21/13 FG-4.0 2 9.2 124.4 11.4 120 96 1-A
38 01/21/13 FG-3.0 2 9.2 124.4 11.5 122 98 1-A
39 01/21/13 FG-4.0 2 9.2 124.4 14.5 119 95 1-A
40 01/21/13 FG-3.0 2 9.2 124.4 12.5 120 96 1-A
41 01/21/13 FG-2.0 2 9.2 124.4 12.4 119 95 1-A
42 01/21/13 FG-2.0 2 9.2 124.4 11.7 119 96 1-A
TEST LOCATION:
36
37
38
39
40
41
42
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
25' S and 35' E from NW Corner of Block B, Lot 24
25' N and 15' W from SE Corner of Block B, Lot 25
25' S and 35' E from NW Corner of Block B, Lot 22
25' S and 35' E from NW Corner of Block B, Lot 21
25' S and 35' E from NW Corner of Block B, Lot 25
DATETEST
NO.
25' S and 35' E from NW Corner of Block B, Lot 20
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
25' S and 35' E from NW Corner of Block B, Lot 23
D. Hinton
130127-6C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 01/21/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
43 01/21/13 FG-2.0 2 9.2 124.4 11.5 118 95 1-A
44 01/21/13 FG-3.0 1 11.9 117.9 11.8 117 100 1-A
45 01/21/13 FG-2.0 1 11.9 117.9 13.9 115 97 1-A
46 01/21/13 FG-2.0 1 11.9 117.9 12.5 116 98 1-A
47 01/21/13 FG-2.0 1 11.9 117.9 13.5 117 99 1-A
48 01/21/13 FG-2.0 1 11.9 117.9 13.9 115 98 1-A
49 01/21/13 FG-3.0 1 11.9 117.9 12.2 116 99 1-A
TEST LOCATION:
43
44
45
46
47
48
49
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
130127-6D
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
35' S and 35' E from NW Corner of Block B, Lot 5
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' N and 25' W from SE Corner of Block B, Lot 23
35' S and 35' E from NW Corner of Block B, Lot 25
35' S and 35' E from NW Corner of Block B, Lot 20
15' N and 25' W from SE Corner of Block B, Lot 22
15' N and 25' W from SE Corner of Block B, Lot 21
35' S and 35' E from NW Corner of Block B, Lot 22
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: 01/21/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
50 01/21/13 FG-2.0 1 11.9 117.9 12.0 118 100 1-A
51 01/21/13 FG-2.0 1 11.9 117.9 14.9 115 98 1-A
52 01/21/13 FG-2.0 1 11.9 117.9 13.6 116 99 1-A
53 01/21/13 FG-2.0 1 11.9 117.9 14.6 114 97 1-A
TEST LOCATION:
50
51
52
53
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' S and 25' E from NW Corner of Block A, Lot 4
Wingate Road at Station 3+00
DATETEST
NO.
Huntingdon Street at Station 2+50
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 25' E from NW Corner of Block A, Lot 1
D. Hinton
130127-6E
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN: