Westhaven 2-LR130305TESTED FOR:DATE: 03/05/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
973 03/05/13 SG 5 14.4 111.9 17.5 111 99 2-A
974 03/05/13 SG 5 14.4 111.9 16.4 112 100 2-A
975 03/05/13 SG 5 14.4 111.9 16.5 110 98 2-A
976 03/05/13 SG 5 14.4 111.9 17.5 110 98 2-A
977 03/05/13 SG 1 11.9 117.9 15.7 115 97 2-A
978 03/05/13 FG-2.1 1 11.9 117.9 16.4 113 96 1-A
979 03/05/13 FG-3.1 1 11.9 117.9 13.9 116 99 1-A
TEST LOCATION:
973
974
975
976
977
978
979
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 30' W from NE Corner of Block A, Lot 1
15' S and 30' W from NE Corner of Block A, Lot 2
15' S and 30' W from NE Corner of Block A, Lot 3
15' S and 30' W from NE Corner of Block A, Lot 5
15' S and 30' W from NE Corner of Block A, Lot 9
DATETEST
NO.
15' S and 30' W from NE Corner of Block A, Lot 7
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 30' W from NE Corner of Block A, Lot 1
D. Hinton
130127-51
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/05/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
980 03/05/13 FG-3.7 5 14.4 111.9 18.3 109 97 1-A
981 03/05/13 FG-5.1 5 14.4 111.9 16.4 119 107 1-A
982 03/05/13 FG-4.9 5 14.4 111.9 18.6 107 96 1-A
983 03/05/13 FG-5.3 5 14.4 111.9 17.9 111 99 1-A
984 03/05/13 FG-2.9 5 14.4 111.9 18.2 108 97 1-A
985 03/05/13 FG-3.5 5 14.4 111.9 18.5 108 96 1-A
986 03/05/13 FG-4.5 5 14.4 111.9 18.4 109 97 1-A
TEST LOCATION:
980
981
982
983
984
985
986
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
130127-51A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' S and 30' W from NE Corner of Block A, Lot 10
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 30' W from NE Corner of Block A, Lot 4
12' N and 15' E from SW Corner of Block A, Lot 5
12' N and 15' E from SW Corner of Block A, Lot 7
15' S and 30' W from NE Corner of Block A, Lot 6
15' S and 30' W from NE Corner of Block A, Lot 8
12' N and 15' E from SW 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: 03/05/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
987 03/05/13 SG 1 11.9 117.9 16.5 113 96 2-A
988 03/05/13 SG 1 11.9 117.9 14.6 113 96 2-A
989 03/05/13 SG 1 11.9 117.9 11.5 117 99 2-A
990 03/05/13 SG 1 11.9 117.9 11.9 115 97 2-A
991 03/05/13 SG 1 11.9 117.9 11.7 116 98 2-A
992 03/05/13 SG 1 11.9 117.9 16.3 113 96 2-A
993 03/05/13 SG 1 11.9 117.9 13.0 117 99 2-A
TEST LOCATION:
987
988
989
990
991
992
993
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' N and 15' W from SE Corner of Block B, Lot 11
25' N and 15' W from SE Corner of Block B, Lot 11
12' N and 15' E from SW Corner of Block B, Lot 3
12' N and 15' E from SW Corner of Block B, Lot 5
12' N and 15' E from SW Corner of Block B, Lot 9
DATETEST
NO.
12' N and 15' E from SW Corner of Block B, Lot 7
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
12' N and 15' E from SW Corner of Block B, Lot 1
D. Hinton
130127-51B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/05/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
994 03/05/13 SG 5 14.4 111.9 20.2 107 96 2-A
995 03/05/13 SG 5 14.4 111.9 17.6 110 98 2-A
996 03/05/13 SG 5 14.4 111.9 17.8 110 98 2-A
997 03/05/13 SG 5 14.4 111.9 16.6 110 99 2-A
998 03/05/13 SG 5 14.4 111.9 18.3 107 95 2-A
999 03/05/13 SG 5 14.4 111.9 17.3 108 97 2-A
1000 03/05/13 SG 5 14.4 111.9 17.6 111 99 2-A
TEST LOCATION:
994
995
996
997
998
999
1000
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
130127-51C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' N and 20' W from SE Corner of Block B, Lot 21
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' N and 20' W from SE Corner of Block B, Lot 15
15' N and 20' W from SE Corner of Block B, Lot 25
15' N and 20' W from SE Corner of Block B, Lot 27
15' N and 20' W from SE Corner of Block B, Lot 17
15' N and 20' W from SE Corner of Block B, Lot 19
15' N and 20' W from SE Corner of Block B, Lot 23
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: 03/05/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1001 03/05/13 SG 4 18.1 104.8 22.0 102 97 2-A
1002 03/05/13 SG 4 18.1 104.8 21.8 101 97 2-A
1003 03/05/13 SG 4 18.1 104.8 21.0 103 99 2-A
1004 03/05/13 SG 4 18.1 104.8 21.8 102 97 2-A
1005 03/05/13 SG 4 18.1 104.8 22.3 101 96 2-A
1006 03/05/13 SG 4 18.1 104.8 20.3 104 99 2-A
1007 03/05/13 SG 4 18.1 104.8 23.8 100 95 2-A
TEST LOCATION:
1001
1002
1003
1004
1005
1006
1007
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 20' W from SE Corner of Block B, Lot 39
15' N and 20' W from SE Corner of Block B, Lot 41
15' N and 20' W from SE Corner of Block B, Lot 31
15' N and 20' W from SE Corner of Block B, Lot 33
15' N and 20' W from SE Corner of Block B, Lot 37
DATETEST
NO.
15' N and 20' W from SE Corner of Block B, Lot 35
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' N and 20' W from SE Corner of Block B, Lot 29
D. Hinton
130127-51D
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/05/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1008 03/05/13 SG 5 14.4 111.9 18.3 109 97 2-A
1009 03/05/13 SG 5 14.4 111.9 18.2 109 97 2-A
1010 03/05/13 SG 5 14.4 111.9 18.0 108 97 2-A
1011 03/05/13 SG 5 14.4 111.9 17.6 110 98 2-A
1012 03/05/13 SG 5 14.4 111.9 19.0 111 99 2-A
1013 03/05/13 SG 5 14.4 111.9 18.4 109 98 2-A
1014 03/05/13 SG 5 14.4 111.9 18.5 109 97 2-A
TEST LOCATION:
1008
1009
1010
1011
1012
1013
1014
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
130127-51E
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
25' N and 12' W from SE Corner of Block C, Lot 7
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' N and 25' E from SW Corner of Block C, Lot 1
25' N and 12' W from SE Corner of Block C, Lot 11
15' N and 25' E from SW Corner of Block C, Lot 13
15' N and 25' E from SW Corner of Block C, Lot 3
15' N and 25' E from SW Corner of Block C, Lot 5
25' N and 12' W from SE Corner of Block C, Lot 9
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: 03/05/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1015 03/05/13 FG-4.7 5 14.4 111.9 15.8 107 96 1-A
1016 03/05/13 FG-4.7 5 14.4 111.9 17.4 109 97 1-A
1017 03/05/13 FG-5.4 5 14.4 111.9 18.4 110 98 1-A
1018 03/05/13 FG-3.8 5 14.4 111.9 16.6 110 98 1-A
1019 03/05/13 FG-3.9 5 14.4 111.9 16.4 112 100 1-A
1020 03/05/13 FG-3.8 5 14.4 111.9 18.4 108 96 1-A
1021 03/05/13 FG-4.4 5 14.4 111.9 17.0 111 99 1-A
TEST LOCATION:
1015
1016
1017
1018
1019
1020
1021
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
10' S and 25' E from NW Corner of Block B, Lot 18
25' S and 10' E from NW Corner of Block B, Lot 10
12' N and 20' W from SE Corner of Block B, Lot 26
12' N and 20' W from SE Corner of Block B, Lot 24
10' S and 25' E from NW Corner of Block B, Lot 20
DATETEST
NO.
25' S and 12' W from NE Corner of Block B, Lot 12
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
12' N and 20' W from SE Corner of Block B, Lot 22
D. Hinton
130127-51F
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/05/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1022 03/05/13 FG-4.7 5 14.4 111.9 16.7 108 97 1-A
1023 03/05/13 FG-4.7 1 11.9 117.9 14.8 114 96 1-A
1024 03/05/13 FG-5.4 1 11.9 117.9 15.0 113 96 1-A
1025 03/05/13 FG-4.0 1 11.9 117.9 13.9 115 97 1-A
1026 03/05/13 FG-5.0 1 11.9 117.9 12.2 118 100 1-A
1027 03/05/13 FG-4.9 1 11.9 117.9 11.7 119 101 1-A
1028 03/05/13 FG-4.4 1 11.9 117.9 12.6 118 100 1-A
TEST LOCATION:
1022
1023
1024
1025
1026
1027
1028
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
130127-51G
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' S and 25' E from SW Corner of Block B, Lot 3
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 25' E from SW Corner of Block B, Lot 2
15' S and 25' E from SW Corner of Block B, Lot 7
15' S and 25' E from SW Corner of Block B, Lot 28
15' S and 25' E from SW Corner of Block B, Lot 4
15' S and 25' E from SW Corner of Block B, Lot 6
15' S and 25' E from SW Corner of Block B, Lot 5
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: 03/05/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1029 03/05/13 FG-4.0 1 11.9 117.9 13.9 117 99 1-A
1030 03/05/13 FG-3.5 1 11.9 117.9 13.5 118 100 1-A
1031 03/05/13 FG-3.5 2 9.2 124.4 11.8 119 95 1-A
1032 03/05/13 FG-4.1 2 9.2 124.4 11.5 119 95 1-A
1033 03/05/13 FG-3.8 2 9.2 124.4 10.7 121 97 1-A
1034 03/05/13 FG-3.4 2 9.2 124.4 10.2 122 98 1-A
1035 03/05/13 FG-3.4 2 9.2 124.4 10.8 120 96 1-A
TEST LOCATION:
1029
1030
1031
1032
1033
1034
1035
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 20' W from SE Corner of Block B, Lot 40
15' N and 20' W from SE Corner of Block B, Lot 42
15' N and 20' W from SE Corner of Block B, Lot 32
15' N and 20' W from SE Corner of Block B, Lot 38
15' N and 20' W from SE Corner of Block B, Lot 36
DATETEST
NO.
15' N and 20' W from SE Corner of Block B, Lot 34
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' N and 20' W from SE Corner of Block B, Lot 30
D. Hinton
130127-51H
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN: