Westhaven 2-LR150205TESTED FOR:DATE: 02/05/15
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
25 02/05/15 FG-2.0 142287/2 14.2 114.1 14.6 110 97 1-A
26 02/05/15 FG-1.0 142287/2 14.2 114.1 14.2 110 96 1-A
27 02/05/15 FG-2.0 142287/2 14.2 114.1 15.5 111 97 1-A
28 02/05/15 FG-1.0 142287/2 14.2 114.1 15.7 109 96 1-A
29 02/05/15 FG-2.0 142287/2 14.2 114.1 15.0 109 95 1-A
30 02/05/15 FG-1.0 142287/2 14.2 114.1 14.6 110 96 1-A
31 02/05/15 FG-2.0 142287/2 14.2 114.1 14.3 111 97 1-A
TEST LOCATION:
25
26
27
28
29
30
31
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.
TECHNICIAN: J. Bura
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Standard Pacific Homes - Invoices
Irvine, California
Westhaven Phase 2A - Franchise Utilities 150323-2
Coppell, Texas
Irrigation Crossing at Block D, Lot 1 Across Evergreen
Irrigation Crossing at Block C, Lot 7 Across Huntingdon
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Irrigation Crossing at Block D, Lot 1 Across Evergreen
Irrigation Crossing at Block C, Lot 7 Across Huntingdon
Irrigation Crossing at Block C, Lot 1X Across Huntingdon
Irrigation Crossing at Block C, Lot 1X Across Huntingdon
Irrigation Crossing at Block B, Lot 1X to Block B, Lot 50
TESTED FOR:DATE: 02/05/15
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
32 02/05/15 FG-1.0 130758/1 21.6 102.7 22.2 101 98 1-A
33 02/05/15 FG-2.0 130758/1 21.6 102.7 21.7 102 99 1-A
34 02/05/15 FG-1.0 130758/1 21.6 102.7 22.9 103 100 1-A
35 02/05/15 FG-2.0 130758/1 21.6 102.7 23.0 100 97 1-A
36 02/05/15 FG-1.0 130758/1 21.6 102.7 22.6 100 97 1-A
37 02/05/15 FG-2.0 130758/1 21.6 102.7 24.0 99 96 1-A
38 02/05/15 FG-1.0 130758/1 21.6 102.7 23.5 101 98 1-A
TEST LOCATION:
32
33
34
35
36
37
38
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.
PERCENT
COMPACTION
Coppell, Texas
TECHNICIAN:
Electric Crossing from Block B, Lot 13 to Block D, Lot 1X
Electric Crossing from Block A, Lot 13 to Block F, Lot 27
Electric Crossing from Block A, Lot 13 to Block F, Lot 27
Electric Crossing from Block A, Lot 12 to Block D, Lot 2
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
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 - Invoices
150323-2AWesthaven Phase 2A - Franchise Utilities
Irvine, California
SOIL ID
NUMBER
COMPACTION TESTS
Electric Crossing from Block B, Lot 13 to Block D, Lot 1X
TEST
NO.
Irrigation Crossing from Block B, Lot 1X to Block B, Lot 50
J. Bura
Electric Crossing from Block A, Lot 12 to Block D, Lot 2
IN PLACE
DRY DENSITY
PCF
DATE
TESTED FOR:DATE: 02/05/15
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
39 02/05/15 FG-2.0 130758/1 21.6 102.7 23.5 101 98 1-A
40 02/05/15 FG-1.0 130758/1 21.6 102.7 23.1 101 99 1-A
41 02/05/15 FG-2.0 130758/1 21.6 102.7 22.2 100 97 1-A
42 02/05/15 FG-1.0 130758/1 21.6 102.7 21.7 101 98 1-A
43 02/05/15 FG-2.0 142287/2 14.2 114.1 14.6 111 97 1-A
44 02/05/15 FG-1.0 142287/2 14.2 114.1 14.9 110 96 1-A
45 02/05/15 FG-2.0 142287/2 14.2 114.1 14.2 109 96 1-A
TEST LOCATION:
39
40
41
42
43
44
45
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.
TECHNICIAN: J. Bura
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Standard Pacific Homes - Invoices
Irvine, California
Westhaven Phase 2A - Franchise Utilities 150323-2B
Coppell, Texas
Electric Crossing from Block B, Lot 14 to Block B, Lot 11
Electric Crossing from Block B, Lot 16 to Block B, Lot 8
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Electric Crossing from Block B, Lot 14 to Block B, Lot 11
Electric Crossing from Block B, Lot 16 to Block B, Lot 8
Electric Crossing from Block B, Lot 18 to Block B, Lot 6
Electric Crossing from Block B, Lot 18 to Block B, Lot 6
Electric Crossing from Block B, Lot 23 to Block B, Lot 1
TESTED FOR:DATE: 02/05/15
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
46 02/05/15 FG-1.0 142287/2 14.2 114.1 15.2 111 97 1-A
47 02/05/15 FG-2.0 142287/2 14.2 114.1 14.8 110 96 1-A
48 02/05/15 FG-1.0 142287/2 14.2 114.1 14.6 109 96 1-A
49 02/05/15 FG-2.0 142287/2 14.2 114.1 14.3 110 96 1-A
50 02/05/15 FG-1.0 142287/2 14.2 114.1 15.6 111 97 1-A
51 02/05/15 FG-2.0 142287/2 14.2 114.1 16.0 113 99 1-A
52 02/05/15 FG-1.0 142287/2 14.2 114.1 16.2 113 99 1-A
TEST LOCATION:
46
47
48
49
50
51
52
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.
TECHNICIAN: J. Bura
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Standard Pacific Homes - Invoices
Irvine, California
Westhaven Phase 2A - Franchise Utilities 150323-2C
Coppell, Texas
Electric Crossing from Block B, Lot 36 to Block B, Lot 1X
Electric Crossing from Block B, Lot 36 to Block B, Lot 1X
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Electric Crossing from Block B, Lot 23 to Block B, Lot 1
Electric Crossing from Block B, Lot 36 to Block B, Lot 27
Electric Crossing from Block B, Lot 36 to Block B, Lot 27
Electric Crossing from Block B, Lot 36 to Block B, Lot 29
Electric Crossing from Block B, Lot 36 to Block B, Lot 29
TESTED FOR:DATE: 02/05/15
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
53 02/05/15 FG-2.0 142287/2 14.2 114.1 14.6 110 96 1-A
54 02/05/15 FG-1.0 142287/2 14.2 114.1 14.3 111 97 1-A
55 02/05/15 FG-2.0 142287/2 14.2 114.1 14.9 112 98 1-A
56 02/05/15 FG-1.0 142287/2 14.2 114.1 15.2 109 96 1-A
57 02/05/15 FG-2.0 142287/2 14.2 114.1 15.5 110 96 1-A
58 02/05/15 FG-1.0 142287/2 14.2 114.1 16.0 111 97 1-A
59 02/05/15 FG-2.0 142287/2 14.2 114.1 15.8 111 97 1-A
TEST LOCATION:
53
54
55
56
57
58
59
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.
TECHNICIAN: J. Bura
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Standard Pacific Homes - Invoices
Irvine, California
Westhaven Phase 2A - Franchise Utilities 150323-2D
Coppell, Texas
Electric Crossing from Block B, Lot 34 to Block B, Lot 32
Electric Crossing from Block C, Lot 18 to Block C, Lot 1
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Electric Crossing from Block B, Lot 34 to Block B, Lot 32
Electric Crossing from Block C, Lot 18 to Block C, Lot 1
Electric Crossing from Block C, Lot 14 to Block C, Lot 6
Electric Crossing from Block C, Lot 14 to Block C, Lot 6
Electric Crossing from Block C, Lot 7 to Block C, Lot 9
TESTED FOR:DATE: 02/05/15
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
60 02/05/15 FG-1.0 130758/1 21.6 102.7 21.9 101 98 1-A
61 02/05/15 FG-2.0 130758/1 21.6 102.7 22.0 102 99 1-A
62 02/05/15 FG-1.0 130758/1 21.6 102.7 22.5 100 97 1-A
63 02/05/15 FG-2.0 142287/2 14.2 114.1 14.3 109 95 1-A
64 02/05/15 FG-1.0 142287/2 14.2 114.1 15.1 110 96 1-A
65 02/05/15 FG-2.0 142287/2 14.2 114.1 14.6 110 96 1-A
66 02/05/15 FG-1.0 142287/2 14.2 114.1 15.4 111 97 1-A
TEST LOCATION:
60
61
62
63
64
65
66
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.
TECHNICIAN: J. Bura
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Standard Pacific Homes - Invoices
Irvine, California
Westhaven Phase 2A - Franchise Utilities 150323-2E
Coppell, Texas
Electric Crossing from Block C, Lot 13 to Block C, Lot 10
Electric Crossing from Block C, Lot 13 to Block C, Lot 10
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Electric Crossing from Block C, Lot 7 to Block D, Lot 9
Gas/Phone Crossing from Block A, Lot 12 to Block D, Lot 2
Gas/Phone Crossing from Block A, Lot 12 to Block D, Lot 2
Gas/Phone Crossing from Block E, Lot 1 to Block D, Lot 1X
Gas/Phone Crossing from Block E, Lot 1 to Block D, Lot 1X