Westhaven 2-LR150207TESTED FOR:DATE: 02/07/15
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
67 02/07/15 FG-2.0 130758/1 21.6 102.7 21.7 100 98 1-A
68 02/07/15 FG-1.0 130758/1 21.6 102.7 21.9 102 99 1-A
69 02/07/15 FG-2.0 130758/1 21.6 102.7 22.5 101 99 1-A
70 02/07/15 FG-1.0 130758/1 21.6 102.7 23.0 101 98 1-A
71 02/07/15 FG-2.0 142287/2 14.2 114.1 14.3 110 97 1-A
72 02/07/15 FG-1.0 142287/2 14.2 114.1 14.6 111 97 1-A
73 02/07/15 FG-2.0 142287/2 14.2 114.1 14.9 110 97 1-A
TEST LOCATION:
67
68
69
70
71
72
73
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:
Gas/Phone Crossing, Block B, Lot 14 to Block B, Lot 9
Electric Crossing, Block C, Lot 7 to Block D, Lot 1X
Gas/Phone Crossing, Block A, Lot 12 to Block D, Lot 2
Gas/Phone Crossing, Block B, Lot 13 to Block C, Lot 7
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
150323-3Westhaven Phase 2A - Franchise Utilities
Irvine, California
SOIL ID
NUMBER
COMPACTION TESTS
Gas/Phone Crossing, Block B, Lot 13 to Block C, Lot 7
TEST
NO.
Electric Crossing, Block C, Lot 7 to Block D, Lot 1X
J. Bura
Gas/Phone Crossing, Block A, Lot 12 to Block D, Lot 2
IN PLACE
DRY DENSITY
PCF
DATE
TESTED FOR:DATE: 02/07/15
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
74 02/07/15 FG-1.0 142287/2 14.2 114.1 14.2 110 97 1-A
75 02/07/15 FG-2.0 142287/2 14.2 114.1 15.0 110 96 1-A
76 02/07/15 FG-1.0 142287/2 14.2 114.1 15.6 110 96 1-A
77 02/07/15 FG-2.0 142287/2 14.2 114.1 15.9 111 97 1-A
78 02/07/15 FG-1.0 142287/2 14.2 114.1 16.3 110 96 1-A
79 02/07/15 FG-2.0 142287/2 14.2 114.1 16.1 112 98 1-A
80 02/07/15 FG-1.0 142287/2 14.2 114.1 15.3 113 99 1-A
TEST LOCATION:
74
75
76
77
78
79
80
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 150323-3A
Coppell, Texas
Gas/Phone Crossing, Block B, Lot 17 to Block B, Lot 7
Gas/Phone Crossing, Block B, Lot 17 to Block B, Lot 7
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Gas/Phone Crossing, Block B, Lot 14 to Block B, Lot 9
Gas/Phone Crossing, Block B, Lot 19 to Block B, Lot 5
Gas/Phone Crossing, Block B, Lot 19 to Block B, Lot 5
Gas/Phone Crossing, Block B, Lot 23 to Block B, Lot 2
Gas/Phone Crossing, Block B, Lot 23 to Block B, Lot 2
TESTED FOR:DATE: 02/07/15
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
81 02/07/15 FG-2.0 142287/2 14.2 114.1 14.3 109 96 1-A
82 02/07/15 FG-1.0 142287/2 14.2 114.1 14.8 110 96 1-A
83 02/07/15 FG-2.0 142287/2 14.2 114.1 14.9 110 97 1-A
84 02/07/15 FG-1.0 142287/2 14.2 114.1 15.5 111 98 1-A
85 02/07/15 FG-2.0 130758/1 21.6 102.7 21.7 103 100 1-A
86 02/07/15 FG-1.0 130758/1 21.6 102.7 22.2 101 99 1-A
87 02/07/15 FG-2.0 130758/1 21.6 102.7 22.5 100 97 1-A
TEST LOCATION:
81
82
83
84
85
86
87
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 150323-3B
Coppell, Texas
Gas/Phone Crossing, Block B, Lot 48 to Block C, Lot 12
Gas/Phone Crossing, Block E, Lot 33 to Block C, Lot 12
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Gas/Phone Crossing, Block B, Lot 48 to Block C, Lot 12
Gas/Phone Crossing, Block E, Lot 33 to Block C, Lot 12
Gas/Phone Crossing, Block B, Lot 49 to Block C, Lot 12
Gas/Phone Crossing, Block B, Lot 49 to Block C, Lot 12
Gas/Phone Crossing, Block B, Lot 36 to Block B, Lot 28
TESTED FOR:DATE: 02/07/15
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
88 02/07/15 FG-1.0 130758/1 21.6 102.7 21.9 102 99 1-A
89 02/07/15 FG-2.0 130758/1 21.6 102.7 22.5 103 100 1-A
90 02/07/15 FG-1.0 130758/1 21.6 102.7 22.2 102 99 1-A
TEST LOCATION:
88
89
90
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 150323-3C
Coppell, Texas
Gas/Phone Crossing, Block B, Lot 34 to Block B, Lot 30
Gas/Phone Crossing, Block B, Lot 34 to Block B, Lot 30
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Gas/Phone Crossing, Block B, Lot 36 to Block B, Lot 28