Westhaven 2-LR130308 (2)TESTED FOR:DATE: 03/08/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1148 03/08/13 EG-2.0 7 15.1 110.1 15.5 105 95 1-A
1149 03/08/13 EG-1.0 7 15.1 110.1 15.5 105 95 1-A
1150 03/08/13 EG-2.0 7 15.1 110.1 15.3 105 96 1-A
1151 03/08/13 EG-1.0 1 11.9 117.9 13.0 116 98 1-A
1152 03/08/13 EG-2.0 1 11.9 117.9 14.1 114 96 1-A
1153 03/08/13 EG-1.0 1 11.9 117.9 12.4 115 98 1-A
1154 03/08/13 EG-2.0 1 11.9 117.9 13.5 114 97 1-A
TEST LOCATION:
1148
1149
1150
1151
1152
1153
1154
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' S and 30' E from the NW Corner of Block F, Pad 8
20' S and 30' E from the NW Corner of Block F, Pad 9
20' S and 30' E from the NW Corner of Block F, Pad 2
20' S and 30' E from the NW Corner of Block F, Pad 4
20' S and 30' E from the NW Corner of Block F, Pad 7
DATETEST
NO.
20' S and 30' E from the NW Corner of Block F, Pad 5
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' S and 30' E from the NW Corner of Block F, Pad 1
Don Hinton
130127-54
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/08/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1155 03/08/13 EG-1.0 1 11.9 117.9 13.7 114 97 1-A
1156 03/08/13 EG-1.0 1 11.9 117.9 13.9 115 98 1-A
1157 03/08/13 EG-1.0 1 11.9 117.9 15.8 112 95 1-A
1158 03/08/13 EG-1.0 1 11.9 117.9 13.7 113 95 1-A
1159 03/08/13 EG-1.0 1 11.9 117.9 12.3 118 100 1-A
1160 03/08/13 EG-6.0 1 11.9 117.9 13.6 114 97 1-A
1161 03/08/13 EG-6.0 1 11.9 117.9 13.9 115 98 1-A
TEST LOCATION:
1155
1156
1157
1158
1159
1160
1161
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
130127-54A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' N and 25' W from the SE Corner of Block F, Pad 9
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' N and 25' W from the SE Corner of Block F, Pad 10
15' N and 25' W from the SE Corner of Block D, Pad 6
15' N and 25' W from the SE Corner of Block D, Pad 8
15' N and 25' W from the SE Corner of Block F, Pad 1
15' N and 25' W from the SE Corner of Block F, Pad 4
15' N and 25' W from the SE Corner of Block F, Pad 7
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: 03/08/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1162 03/08/13 EG-5.0 2 9.2 124.4 11.7 120 96 1-A
1163 03/08/13 EG-5.0 2 9.2 124.4 11.6 121 97 1-A
1164 03/08/13 EG-6.0 2 9.2 124.4 12.5 118 95 1-A
1165 03/08/13 EG-5.0 2 9.2 124.4 13.0 121 98 1-A
1166 03/08/13 EG-5.0 2 9.2 124.4 11.0 119 96 1-A
1167 03/08/13 EG-4.0 2 9.2 124.4 10.5 120 96 1-A
1168 03/08/13 EG-5.0 2 9.2 124.4 11.0 120 97 1-A
TEST LOCATION:
1162
1163
1164
1165
1166
1167
1168
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 25' W from the SE Corner of Block E, Pad 31
15' N and 25' W from the SE Corner of Block E, Pad 33
15' N and 25' W from the SE Corner of Block E, Pad 3
15' N and 25' W from the SE Corner of Block E, Pad 4
15' N and 25' W from the SE Corner of Block E, Pad 29
DATETEST
NO.
15' N and 25' W from the SE Corner of Block E, Pad 5
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' N and 25' W from the SE Corner of Block D, Pad 7
Don Hinton
130127-54B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/08/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1169 03/08/13 EG-4.0 2 9.2 124.4 11.9 119 95 1-A
1170 03/08/13 EG-5.0 1 11.9 117.9 12.9 116 98 1-A
1171 03/08/13 EG-5.0 1 11.9 117.9 13.7 114 97 1-A
1172 03/08/13 EG-5.0 1 11.9 117.9 13.8 114 96 1-A
1173 03/08/13 EG-4.0 1 11.9 117.9 11.9 116 98 1-A
1174 03/08/13 EG-4.0 5 14.4 111.9 14.3 112 100 1-A
1175 03/08/13 EG-4.0 5 14.4 111.9 13.7 110 98 1-A
TEST LOCATION:
1169
1170
1171
1172
1173
1174
1175
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
130127-54C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
20' S and 30' E from the NW Corner of Block D, Pad 8
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' S and 30' E from the NW Corner of Block E, Pad 32
20' S and 30' E from the NW Corner of Block E, Pad 29
20' S and 30' E from the NW Corner of Block E, Pad 3
20' S and 30' E from the NW Corner of Block E, Pad 4
20' S and 30' E from the NW Corner of Block D, Pad 6
20' S and 30' E from the NW Corner of Block E, Pad 33
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: 03/08/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1176 03/08/13 EG-4.0 5 14.4 111.9 17.0 107 96 1-A
1177 03/08/13 EG-4.0 5 14.4 111.9 17.8 111 99 1-A
1178 03/08/13 EG-4.0 5 14.4 111.9 18.3 109 97 1-A
1179 03/08/13 EG-4.0 1 11.9 117.9 13.9 114 97 1-A
1180 03/08/13 EG-3.0 1 11.9 117.9 12.9 116 98 1-A
1181 03/08/13 EG-2.0 1 11.9 117.9 13.9 113 96 1-A
1182 03/08/13 EG-3.0 1 11.9 117.9 13.0 115 97 1-A
TEST LOCATION:
1176
1177
1178
1179
1180
1181
1182
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 35' E from the NW Corner of Block E, Pad 4
10' S and 35' E from the NW Corner of Block E, Pad 5
15' N and 15' W from the SE Corner of Block D, Pad 7
15' N and 15' W from the SE Corner of Block D, Pad 8
10' S and 35' E from the NW Corner of Block E, Pad 3
DATETEST
NO.
15' N and 15' W from the SE Corner of Block E, Pad 4
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' N and 15' W from the SE Corner of Block D, Pad 6
Don Hinton
130127-54D
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN: