Westhaven 2-LR130306TESTED FOR:DATE: 03/06/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1036 03/06/13 EG-5.0 5 14.4 111.9 17.9 111 99 1-A
1037 03/06/13 EG-4.0 5 14.4 111.9 18.0 118 105 1-A
1038 03/06/13 EG-5.0 5 14.4 111.9 17.6 108 96 1-A
1039 03/06/13 EG-5.0 5 14.4 111.9 17.6 111 99 1-A
1040 03/06/13 EG-4.0 5 14.4 111.9 18.3 109 97 1-A
1041 03/06/13 EG-5.0 5 14.4 111.9 17.5 112 100 1-A
1042 03/06/13 EG-3.0 1 11.9 117.9 15.9 112 95 1-A
TEST LOCATION:Mass Fill
1036
1037
1038
1039
1040
1041
1042
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' N and 45' W from the SE Corner of Block E, Pad 9
20' N and 45' W from the SE Corner of Block E, Pad 7
45' S and 20' W from the NE Corner of Block D, Pad 4
45' S and 20' W from the NE Corner of Block D, Pad 5
20' N and 45' W from the SE Corner of Block E, Pad 8
DATETEST
NO.
20' N and 45' W from the SE Corner of Block E, Pad 6
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
45' S and 20' W from the NE Corner of Block D, Pad 3
Don Hinton
130127-52
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/06/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1043 03/06/13 EG-4.0 1 11.9 117.9 13.4 114 97 1-A
1044 03/06/13 EG-5.0 1 11.9 117.9 12.9 114 96 1-A
1045 03/06/13 EG-3.0 1 11.9 117.9 13.8 115 97 1-A
1046 03/06/13 EG-5.0 1 11.9 117.9 12.4 117 99 1-A
1047 03/06/13 EG-4.0 1 11.9 117.9 13.0 115 97 1-A
1048 03/06/13 EG-3.0 7 15.1 110.5 15.2 107 97 1-A
1049 03/06/13 EG-5.0 7 15.1 110.5 16.2 109 98 1-A
TEST LOCATION:Mass Fill
1043
1044
1045
1046
1047
1048
1049
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.
Don Hinton
130127-52A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
20' N and 45' W from the SE Corner of Block E, Pad 21
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' N and 45' W from the SE Corner of Block E, Pad 10
20' N and 45' W from the SE Corner of Block E, Pad 23
20' N and 45' W from the SE Corner of Block E, Pad 24
20' N and 45' W from the SE Corner of Block E, Pad 11
20' N and 45' W from the SE Corner of Block E, Pad 12
20' N and 45' W from the SE Corner of Block E, Pad 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: 03/06/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1050 03/06/13 EG-4.0 1 11.9 117.9 14.0 113 96 1-A
1051 03/06/13 EG-3.0 1 11.9 117.9 13.3 115 97 1-A
1052 03/06/13 EG-4.0 1 11.9 117.9 15.0 112 95 1-A
1053 03/06/13 EG-4.0 1 11.9 117.9 12.9 115 97 1-A
1054 03/06/13 EG-3.0 1 11.9 117.9 14.0 112 95 1-A
1055 03/06/13 EG-4.0 1 11.9 117.9 13.8 114 97 1-A
1056 03/06/13 EG-4.0 1 11.9 117.9 13.4 112 95 1-A
TEST LOCATION:Mass Fill
1050
1051
1052
1053
1054
1055
1056
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
35' N and 15' E from the SW Corner of Block D, Pad 5
15' S and 35' E from the NW Corner of Block E, Pad 6
20' N and 45' W from the SE Corner of Block E, Pad 26
20' N and 45' W from the SE Corner of Block E, Pad 17
35' N and 15' E from the SW Corner of Block D, Pad 4
DATETEST
NO.
35' N and 15' E from the SW Corner of Block D, Pad 3
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' N and 45' W from the SE Corner of Block E, Pad 25
Don Hinton
130127-52B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/06/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1057 03/06/13 EG-2.0 1 11.9 117.9 15.6 115 97 1-A
1058 03/06/13 EG-3.0 1 11.9 117.9 16.8 113 96 1-A
1059 03/06/13 EG-4.0 1 11.9 117.9 15.8 113 96 1-A
1060 03/06/13 EG-3.0 5 15.1 110.1 18.8 106 96 1-A
1061 03/06/13 EG-4.0 5 15.1 110.1 19.0 105 95 1-A
1062 03/06/13 EG-2.0 5 15.1 110.1 18.0 106 96 1-A
1063 03/06/13 EG-4.0 5 15.1 110.1 16.8 108 98 1-A
TEST LOCATION:Mass Fill
1057
1058
1059
1060
1061
1062
1063
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.
Don Hinton
130127-52C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' S and 35' E from the NW Corner of Block E, Pad 10
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 35' E from the NW Corner of Block E, Pad 7
15' S and 35' E from the NW Corner of Block E, Pad 12
15' S and 35' E from the NW Corner of Block E, Pad 21
15' S and 35' E from the NW Corner of Block E, Pad 8
15' S and 35' E from the NW Corner of Block E, Pad 9
15' S and 35' E from the NW Corner of Block E, Pad 11
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: 03/06/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1064 03/06/13 EG-3.0 2 9.2 124.4 13.4 119 96 1-A
1065 03/06/13 EG-2.0 2 9.2 124.4 11.9 118 95 1-A
1066 03/06/13 EG-4.0 2 9.2 124.4 11.4 121 97 1-A
1067 03/06/13 EG-3.0 2 9.2 124.4 12.5 120 96 1-A
1068 03/06/13 EG-2.0 2 9.2 124.4 13.3 121 97 1-A
1069 03/06/13 EG-3.0 2 9.2 124.4 12.8 119 96 1-A
1070 03/06/13 EG-3.0 2 9.2 124.4 11.7 122 98 1-A
TEST LOCATION:Mass Fill
1064
1065
1066
1067
1068
1069
1070
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 35' E from the NW Corner of Block E, Pad 27
25' S and 50' W from the NE Corner of Block E, Pad 24
15' S and 35' E from the NW Corner of Block E, Pad 23
15' S and 35' E from the NW Corner of Block E, Pad 24
15' S and 35' E from the NW Corner of Block E, Pad 26
DATETEST
NO.
15' S and 35' E from the NW Corner of Block E, Pad 25
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 35' E from the NW Corner of Block E, Pad 22
Don Hinton
130127-52D
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/06/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1071 03/06/13 EG-3.0 1 11.9 117.9 15.4 110 93 1-B
1072 03/06/13 EG-2.0 1 11.9 117.9 16.4 109 92 1-B
1073 03/06/13 EG-3.0 1 11.9 117.9 15.9 110 94 1-B
1074 03/06/13 EG-3.0 1 11.9 117.9 14.0 114 97 1-A
1075 03/06/13 EG-3.0 1 11.9 117.9 13.5 116 98 1-AD
1076 03/06/13 EG-2.0 1 11.9 117.9 14.7 114 96 1-AD
1077 03/06/13 EG-3.0 1 11.9 117.9 13.2 115 98 1-AD
TEST LOCATION:Mass Fill
1071
1072
1073
1074
1075
1076
1077
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.
Don Hinton
130127-52E
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' S and 50' W from the NE Corner of Block E, Pad 6
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
50' S and 10' E from the NW Corner of Block D, Pad 3
Retest of Test #1072 of this Report
Retest of Test #1073 of this Report
50' S and 10' E from the NW Corner of Block D, Pad 4
50' S and 10' E from the NW Corner of Block D, Pad 5
Retest of Test #1071 of this Report
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: 03/06/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1078 03/06/13 EG-1.0 5 14.4 111.9 17.8 110 99 1-A
1079 03/06/13 EG-2.0 5 14.4 111.9 17.6 110 98 1-A
1080 03/06/13 EG-3.0 5 14.4 111.9 16.4 109 97 1-A
1081 03/06/13 EG-2.0 5 14.4 111.9 16.7 108 96 1-A
1082 03/06/13 EG-3.0 5 14.4 111.9 16.8 109 98 1-A
1083 03/06/13 EG-1.0 7 15.1 110.1 18.8 106 97 1-A
1084 03/06/13 EG-3.0 7 15.1 110.1 20.0 105 95 1-A
TEST LOCATION:Mass Fill
1078
1079
1080
1081
1082
1083
1084
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 50' W from the NE Corner of Block E, Pad 12
15' S and 50' W from the NE Corner of Block E, Pad 21
15' S and 50' W from the NE Corner of Block E, Pad 8
15' S and 50' W from the NE Corner of Block E, Pad 9
15' S and 50' W from the NE Corner of Block E, Pad 11
DATETEST
NO.
15' S and 50' W from the NE Corner of Block E, Pad 10
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 50' W from the NE Corner of Block E, Pad 7
Don Hinton
130127-52F
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/06/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1085 03/06/13 EG-2.0 5 14.4 111.9 18.7 107 96 1-A
1086 03/06/13 EG-1.0 5 14.4 111.9 18.8 107 95 1-A
1087 03/06/13 EG-2.0 5 14.4 111.9 17.1 110 98 1-A
1088 03/06/13 EG-2.0 5 14.4 111.9 17.3 109 97 1-A
1089 03/06/13 EG-1.0 5 14.4 111.9 18.5 108 96 1-A
1090 03/06/13 EG-2.0 5 14.4 111.9 17.1 109 97 1-A
1091 03/06/13 EG-1.0 5 14.4 111.9 18.8 108 96 1-A
TEST LOCATION:Mass Fill
1085
1086
1087
1088
1089
1090
1091
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.
Don Hinton
130127-52G
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' S and 50' W from the NE Corner of Block E, Pad 25
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 50' W from the NE Corner of Block E, Pad 22
15' S and 50' W from the NE Corner of Block E, Pad 27
10' N and 30' E from the SW Corner of Block E, Pad 6
15' S and 50' W from the NE Corner of Block E, Pad 23
15' S and 50' W from the NE Corner of Block E, Pad 24
15' S and 50' W from the NE Corner of Block E, Pad 26
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