Westhaven 2-LR130307TESTED FOR:DATE: 03/07/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1092 03/07/13 EG-2.0 1 11.9 117.9 13.5 113 96 1-A
1093 03/07/13 EG-1.0 1 11.9 117.9 12.9 115 97 1-A
1094 03/07/13 EG-2.0 1 11.9 117.9 13.9 115 98 1-A
1095 03/07/13 EG-1.0 7 15.1 110.1 17.8 106 96 1-A
1096 03/07/13 EG-1.0 7 15.1 110.1 18.8 106 96 1-A
1097 03/07/13 EG-2.0 7 15.1 110.1 19.8 105 95 1-A
1098 03/07/13 EG-2.0 7 15.1 110.1 17.7 106 97 1-A
TEST LOCATION:Mass Grading Phase 2
1092
1093
1094
1095
1096
1097
1098
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
130127-53
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' N and 45' W from the SE Corner of Block E, Pad 7
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
35' S and 15' E from the NW Corner of Block D, Pad 3
15' N and 45' W from the SE Corner of Block E, Pad 9
15' N and 45' W from the SE Corner of Block E, Pad 10
35' S and 15' E from the NW Corner of Block D, Pad 4
35' S and 15' E from the NW Corner of Block D, Pad 5
15' N and 45' W from the SE Corner of Block E, Pad 8
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: 03/07/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1099 03/07/13 EG-2.0 7 15.1 110.1 18.7 105 95 1-A
1100 03/07/13 EG-2.0 7 15.1 110.1 18.9 106 96 1-A
1101 03/07/13 EG-1.0 7 15.1 110.1 19.0 105 95 1-A
1102 03/07/13 EG-1.0 4 18.1 104.8 22.5 101 96 1-A
1103 03/07/13 EG-1.0 4 18.1 104.8 20.2 103 99 1-A
1104 03/07/13 EG-1.0 4 18.1 104.8 23.0 100 95 1-A
1105 03/07/13 EG-5.0 4 18.1 104.8 21.0 102 97 1-A
TEST LOCATION:Mass Grading Phase 2
1099
1100
1101
1102
1103
1104
1105
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 45' W from the SE Corner of Block E, Pad 27
15' N and 45' W from the SE Corner of Block F, Pad 1
15' N and 45' W from the SE Corner of Block E, Pad 21
15' N and 45' W from the SE Corner of Block E, Pad 22
15' N and 45' W from the SE Corner of Block E, Pad 25
DATETEST
NO.
15' N and 45' W from the SE Corner of Block E, Pad 24
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' N and 45' W from the SE Corner of Block E, Pad 11
Don Hinton
130127-53A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/07/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1106 03/07/13 EG-4.0 1 11.9 117.9 12.0 117 99 1-A
1107 03/07/13 EG-5.0 1 11.9 117.9 12.8 114 97 1-A
1108 03/07/13 EG-3.0 1 11.9 117.9 12.0 115 97 1-A
1109 03/07/13 EG-5.0 1 11.9 117.9 12.0 118 100 1-A
1110 03/07/13 EG-4.0 1 11.9 117.9 11.7 115 98 1-A
1111 03/07/13 EG-5.0 1 11.9 117.9 11.3 118 100 1-A
1112 03/07/13 EG-4.0 1 11.9 117.9 11.8 119 101 1-A
TEST LOCATION:Mass Grading Phase 2
1106
1107
1108
1109
1110
1111
1112
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
130127-53B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' N and 45' W from the SE Corner of Block F, Pad 5
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' N and 45' W from the SE Corner of Block F, Pad 2
15' N and 45' W from the SE Corner of Block F, Pad 7
15' N and 45' W from the SE Corner of Block F, Pad 8
15' N and 45' W from the SE Corner of Block F, Pad 3
15' N and 45' W from the SE Corner of Block F, Pad 4
15' N and 45' W from the SE Corner of Block F, Pad 6
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: 03/07/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1113 03/07/13 EG-5.0 1 11.9 117.9 13.2 116 98 1-A
1114 03/07/13 EG-4.0 1 11.9 117.9 12.6 117 99 1-A
1115 03/07/13 EG-4.0 7 15.1 110.1 18.6 107 97 1-A
1116 03/07/13 EG-3.0 7 15.1 110.1 19.5 108 98 1-A
1117 03/07/13 EG-2.0 7 15.1 110.1 20.7 106 96 1-A
1118 03/07/13 EG-4.0 7 15.1 110.1 21.3 106 96 1-A
1119 03/07/13 EG-3.0 4 18.1 104.8 21.2 104 99 1-A
TEST LOCATION:Mass Grading Phase 2
1113
1114
1115
1116
1117
1118
1119
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' E from the NW Corner of Block F, Pad 4
15' S and 30' E from the NW Corner of Block F, Pad 5
15' N and 45' W from the SE Corner of Block F, Pad 10
15' S and 30' E from the NW Corner of Block F, Pad 1
15' S and 30' E from the NW Corner of Block F, Pad 3
DATETEST
NO.
15' S and 30' E from the NW Corner of Block F, Pad 2
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' N and 45' W from the SE Corner of Block F, Pad 9
Don Hinton
130127-53C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/07/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1120 03/07/13 EG-2.0 4 18.1 104.8 21.9 100 96 1-A
1121 03/07/13 EG-4.0 4 18.1 104.8 22.0 102 97 1-A
1122 03/07/13 EG-3.0 4 18.1 104.8 21.8 101 96 1-A
1123 03/07/13 EG-4.0 4 18.1 104.8 21.9 101 96 1-A
1124 03/07/13 EG-3.0 4 18.1 104.8 22.1 101 96 1-A
1125 03/07/13 EG-1.0 4 18.1 104.8 22.0 100 95 1-A
1126 03/07/13 EG-1.0 4 18.1 104.8 20.5 102 97 1-A
TEST LOCATION:Mass Grading Phase 2
1120
1121
1122
1123
1124
1125
1126
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
130127-53D
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' S and 30' E from the NW Corner of Block F, Pad 9
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 30' E from the NW Corner of Block F, Pad 6
15' S and 30' E from the NW Corner of Block E, Pad 9
15' S and 30' E from the NW Corner of Block E, Pad 10
15' S and 30' E from the NW Corner of Block F, Pad 7
15' S and 30' E from the NW Corner of Block F, Pad 8
15' S and 30' E from the NW Corner of Block F, Pad 10
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: 03/07/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1127 03/07/13 EG-1.0 4 18.1 104.8 22.6 101 96 1-A
1128 03/07/13 EG-1.0 4 18.1 104.8 21.0 103 98 1-A
1129 03/07/13 EG-1.0 5 14.4 111.9 18.2 107 95 1-A
1130 03/07/13 EG-1.0 5 14.4 111.9 19.5 108 96 1-A
1131 03/07/13 EG-1.0 5 14.4 111.9 19.3 107 95 1-A
1132 03/07/13 EG-1.0 5 14.4 111.9 18.7 107 96 1-A
1133 03/07/13 EG-1.0 5 14.4 111.9 17.5 109 97 1-A
TEST LOCATION:Mass Grading Phase 2
1127
1128
1129
1130
1131
1132
1133
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' W from the SE Corner of Block D, Pad 3
35' N and 15' W from the SE Corner of Block D, Pad 5
15' S and 30' E from the NW Corner of Block E, Pad 21
15' S and 30' E from the NW Corner of Block E, Pad 24
15' S and 30' E from the NW Corner of Block E, Pad 27
DATETEST
NO.
15' S and 30' E from the NW Corner of Block E, Pad 25
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 30' E from the NW Corner of Block E, Pad 11
Don Hinton
130127-53E
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/07/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1134 03/07/13 FG-3.0 5 14.4 111.9 17.9 112 100 1-A
1135 03/07/13 FG-2.0 5 14.4 111.9 17.4 108 97 1-A
1136 03/07/13 FG-1.0 5 14.4 111.9 16.8 110 98 1-A
1137 03/07/13 FG-3.0 5 14.4 111.9 18.8 108 96 1-A
1138 03/07/13 FG-2.0 5 14.4 111.9 18.0 109 97 1-A
1139 03/07/13 FG-1.0 5 14.4 111.9 18.6 107 96 1-A
1140 03/07/13 FG-3.0 5 14.4 111.9 17.3 110 98 1-A
TEST LOCATION:Mass Grading Phase 2
1134
1135
1136
1137
1138
1139
1140
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
130127-53F
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
25' N and 50' W from the SE Corner of Block F, Pad 4
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
25' N and 50' W from the SE Corner of Block F, Pad 1
25' N and 50' W from the SE Corner of Block F, Pad 6
25' N and 50' W from the SE Corner of Block F, Pad 7
25' N and 50' W from the SE Corner of Block F, Pad 2
25' N and 50' W from the SE Corner of Block F, Pad 3
25' N and 50' W from the SE Corner of Block F, Pad 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: 03/07/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1141 03/07/13 EG-2.0 4 14.4 111.9 16.7 110 98 1-A
1142 03/07/13 EG-3.0 4 14.4 111.9 17.5 109 97 1-A
1143 03/07/13 EG-2.0 4 14.4 111.9 18.4 108 97 1-A
1144 03/07/13 EG-1.0 1 11.9 117.9 15.3 113 96 1-A
1145 03/07/13 EG-1.0 1 11.9 117.9 14.4 116 99 1-A
1146 03/07/13 EG-1.0 1 11.9 117.9 14.3 116 98 1-A
1147 03/07/13 EG-1.0 1 11.9 117.9 14.0 117 99 1-A
TEST LOCATION:Mass Grading Phase 2
1141
1142
1143
1144
1145
1146
1147
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 Block D, Lot 1
15' S and 35' E from Block D, Lot 1
15' S and 35' E from Block F, Lot 9
15' S and 35' E from Block F, Lot 10
15' S and 35' E from Block E, Lot 21
DATETEST
NO.
15' S and 35' E from Block E, Lot 11
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 35' E from Block F, Lot 8
Don Hinton
130127-53G
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN: