Westhaven 2-LR130311TESTED FOR:DATE: 03/11/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1217 03/11/13 EG-6.0 4 18.1 104.8 20.4 100 95 1-A
1218 03/11/13 EG-5.0 4 18.1 104.8 20.9 103 98 1-A
1219 03/11/13 EG-4.0 4 18.1 104.8 20.8 104 99 1-A
1220 03/11/13 EG-6.0 4 18.1 104.8 20.7 103 98 1-A
1221 03/11/13 EG-5.0 6 18.6 102.8 21.0 99 96 1-A
1222 03/11/13 EG-4.0 6 18.6 102.8 21.4 98 95 1-A
1223 03/11/13 EG-5.0 6 18.6 102.8 21.7 99 97 1-A
TEST LOCATION:Phase 2 Mass Grading Exc.
1217
1218
1219
1220
1221
1222
1223
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 40' E from the SW Corner of Block F, Pad 24
15' N and 40' E from the SW Corner of Block F, Pad 25
15' N and 40' E from the SW Corner of Block F, Pad 20
15' N and 40' E from the SW Corner of Block F, Pad 21
15' N and 40' E from the SW Corner of Block F, Pad 23
DATETEST
NO.
15' N and 40' E from the SW Corner of Block F, Pad 22
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' N and 40' E from the SW Corner of Block F, Pad 19
Don Hinton
130127-59
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/11/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1224 03/11/13 EG-6 4 18.1 104.8 20.7 103 98 1-A
1225 03/11/13 EG-5 4 18.1 104.8 21.7 102 98 1-A
1226 03/11/13 EG-4.0 4 18.1 104.8 2038.0 103 99 1-A
1227 03/11/13 EG-5.0 4 18.1 104.8 21.0 101 97 1-A
1228 03/11/13 EG-4.0 4 18.1 104.8 20.7 103 98 1-A
1229 03/11/13 EG-4.0 4 18.1 104.8 20.8 102 97 1-A
1230 03/11/13 EG-5.0 4 18.1 104.8 20.8 101 96 1-A
TEST LOCATION:Phase 2 Mass Grading Exc.
1224
1225
1226
1227
1228
1229
1230
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
130127-59A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' N and 40' E from the SW Corner of Block F, Pad 12
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' N and 40' E from the SW Corner of Block F, Pad 26
15' N and 40' E from the SW Corner of Block F, Pad 14
15' N and 40' E from the SW Corner of Block F, Pad 15
15' N and 40' E from the SW Corner of Block F, Pad 27
15' N and 40' E from the SW Corner of Block F, Pad 11
15' N and 40' E from the SW Corner of Block F, Pad 13
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: 03/11/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1231 03/11/13 EG-4.0 4 18.1 104.8 22.5 102 97 1-A
1232 03/11/13 EG-3.0 4 18.1 104.8 21.4 101 97 1-A
1233 03/11/13 EG-3.0 4 18.1 104.8 21.1 104 99 1-A
1234 03/11/13 EG-4.0 4 18.1 104.8 21.4 103 98 1-A
1235 03/11/13 EG-3.0 4 18.1 104.8 21.3 100 95 1-A
1236 03/11/13 EG-4.0 4 18.1 104.8 21.8 101 96 1-A
1237 03/11/13 EG-5.0 4 18.1 104.8 21.2 104 99 1-A
TEST LOCATION:Phase 2 Mass Grading Exc.
1231
1232
1233
1234
1235
1236
1237
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' W from the NE Corner of Block F, Pad 27
15' S and 35' W from the NE Corner of Block F, Pad 26
15' S and 35' W from the NE Corner of Block F, Pad 14
15' S and 35' W from the NE Corner of Block F, Pad 13
15' S and 35' W from the NE Corner of Block F, Pad 11
DATETEST
NO.
15' S and 35' W from the NE Corner of Block F, Pad 12
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 35' W from the NE Corner of Block F, Pad 15
Don Hinton
130127-59B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/11/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1238 03/11/13 EG-4.0 7 15.1 110.1 19.2 106 97 1-A
1239 03/11/13 EG-3.0 7 15.1 110.1 17.6 109 99 1-A
1240 03/11/13 EG-4.0 7 15.1 110.1 17.4 107 97 1-A
1241 03/11/13 EG-5.0 7 15.1 110.1 18.4 106 96 1-A
1242 03/11/13 EG-3.0 7 15.1 110.1 17.7 109 99 1-A
1243 03/11/13 EG-4.0 7 15.1 110.1 18.2 107 97 1-A
1244 03/11/13 EG-5.0 7 15.1 110.1 19.1 105 95 1-A
TEST LOCATION:Phase 2 Mass Grading Exc.
1238
1239
1240
1241
1242
1243
1244
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
130127-59C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' S and 35' W from the NE Corner of Block F, Pad 22
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 35' W from the NE Corner of Block F, Pad 25
15' S and 35' W from the NE Corner of Block F, Pad 20
15' S and 35' W from the NE Corner of Block F, Pad 19
15' S and 35' W from the NE Corner of Block F, Pad 24
15' S and 35' W from the NE Corner of Block F, Pad 23
15' S and 35' W from the NE Corner of Block F, Pad 21
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: 03/11/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1245 03/11/13 EG-4.0 7 15.1 110.1 18.0 108 98 1-A
1246 03/11/13 EG-3.0 7 15.1 110.1 21.0 105 95 1-A
1247 03/11/13 EG-2.0 4 18.1 104.8 21.2 101 96 1-A
1248 03/11/13 EG-4.0 4 18.1 104.8 20.6 103 98 1-A
1249 03/11/13 EG-3.0 4 18.1 104.8 21.0 103 98 1-A
1250 03/11/13 EG-2.0 4 18.1 104.8 21.8 102 97 1-A
1251 03/11/13 EG-3.0 4 18.1 104.8 21.7 100 96 1-A
TEST LOCATION:Phase 2 Mass Grading
1245
1246
1247
1248
1249
1250
1251
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 50' W from the SE Corner of Block F, Pad 24
20' N and 50' W from the SE Corner of Block F, Pad 25
20' N and 50' W from the SE Corner of Block F, Pad 20
20' N and 50' W from the SE Corner of Block F, Pad 21
20' N and 50' W from the SE Corner of Block F, Pad 23
DATETEST
NO.
20' N and 50' W from the SE Corner of Block F, Pad 22
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' N and 50' W from the SE Corner of Block F, Pad 19
Don Hinton
130127-59D
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/11/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1252 03/11/13 EG-4.0 4 18.1 104.8 20.2 103 99 1-A
1253 03/11/13 EG-3.0 4 18.1 104.8 22.0 103 98 1-A
1254 03/11/13 EG-2.0 4 18.1 104.8 21.7 101 96 1-A
1255 03/11/13 EG-3.0 4 18.1 104.8 20.6 103 98 1-A
1256 03/11/13 EG-2.0 4 18.1 104.8 21.0 103 98 1-A
1257 03/11/13 EG-2.0 4 18.1 104.8 20.8 104 99 1-A
1258 03/11/13 EG-3.0 4 18.1 104.8 21.4 103 98 1-A
TEST LOCATION:Phase 2 Mass Grading
1252
1253
1254
1255
1256
1257
1258
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
130127-59E
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
20' N and 50' W from the SE Corner of Block F, Pad 12
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' N and 50' W from the SE Corner of Block F, Pad 26
20' N and 50' W from the SE Corner of Block F, Pad 14
20' N and 50' W from the SE Corner of Block F, Pad 15
20' N and 50' W from the SE Corner of Block F, Pad 27
20' N and 50' W from the SE Corner of Block F, Pad 11
20' N and 50' W from the SE Corner of Block F, Pad 13
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: 03/11/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1259 03/11/13 EG-3.0 4 18.1 104.8 21.8 102 97 1-A
1260 03/11/13 EG-2.0 4 18.1 104.8 21.9 101 97 1-A
1261 03/11/13 EG-1.0 4 18.1 104.8 21.7 104 99 1-A
1262 03/11/13 EG-3.0 4 18.1 104.8 22.5 101 96 1-A
1263 03/11/13 EG-2.0 4 18.1 104.8 22.0 105 100 1-A
1264 03/11/13 EG-1.0 7 15.1 110.1 18.3 107 98 1-A
1265 03/11/13 EG-2.0 7 15.1 110.1 18.2 107 97 1-A
TEST LOCATION:Phase 2 Mass Grading
1259
1260
1261
1262
1263
1264
1265
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 15' E from the NW Corner of Block F, Pad 24
10' S and 15' E from the NW Corner of Block F, Pad 25
10' S and 15' E from the NW Corner of Block F, Pad 20
10' S and 15' E from the NW Corner of Block F, Pad 21
10' S and 15' E from the NW Corner of Block F, Pad 23
DATETEST
NO.
10' S and 15' E from the NW Corner of Block F, Pad 22
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
10' S and 15' E from the NW Corner of Block F, Pad 19
Don Hinton
130127-59F
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/11/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1266 03/11/13 EG-3.0 7 15.1 110.1 17.3 109 99 1-A
1267 03/11/13 EG-2.0 7 15.1 110.1 18.0 109 99 1-A
1268 03/11/13 EG-1.0 7 15.1 110.1 20.8 106 97 1-A
1269 03/11/13 EG-2.0 7 15.1 110.1 18.3 105 96 1-A
1270 03/11/13 EG-1.0 7 15.1 110.1 18.0 106 96 1-A
1271 03/11/13 EG-1.0 7 15.1 110.1 17.1 108 98 1-A
1272 03/11/13 EG-2.0 7 15.1 110.1 18.5 107 97 1-A
TEST LOCATION:Phase 2 Mass Grading
1266
1267
1268
1269
1270
1271
1272
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
130127-59G
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
10' S and 15' E from the NW Corner of Block F, Pad 12
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
10' S and 15' E from the NW Corner of Block F, Pad 26
10' S and 15' E from the NW Corner of Block F, Pad 14
10' S and 15' E from the NW Corner of Block F, Pad 15
10' S and 15' E from the NW Corner of Block F, Pad 27
10' S and 15' E from the NW Corner of Block F, Pad 11
10' S and 15' E from the NW Corner of Block F, Pad 13
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