Westhaven- LR130312TESTED FOR:DATE: 03/12/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1273 03/12/13 FG-3.2 5 14.4 111.9 18.4 106 95 1-A
1274 03/12/13 FG-6.8 5 14.4 111.9 18.1 108 97 1-A
1275 03/12/13 FG-6.4 5 14.4 111.9 17.0 111 99 1-A
1276 03/12/13 FG-6.4 5 14.4 111.9 19.0 109 97 1-A
1277 03/12/13 FG-5.8 5 14.4 111.9 18.5 107 96 1-A
1278 03/12/13 FG-5.4 5 14.4 111.9 18.0 106 95 1-A
1279 03/12/13 FG-5.4 5 14.4 111.9 17.4 110 98 1-A
TEST LOCATION:
1273
1274
1275
1276
1277
1278
1279
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
130127-61
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
25' N and 20' W from the SE Corner of Block M, Pad 12
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
25' N and 20' W from the SE Corner of Block M, Pad 9
15' S and 15' E from the NW Corner of Block M, Pad 11
15' S and 15' E from the NW Corner of Block M, Pad 12
25' N and 20' W from the SE Corner of Block M, Pad 10
25' N and 20' W from the SE Corner of Block M, Pad 11
15' S and 15' E from the NW Corner of Block M, Pad 10
Irving, Texas
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
TESTED FOR:DATE: 03/12/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1280 03/12/13 FG-4.8 5 14.4 111.9 18.5 108 96 1-A
1281 03/12/13 FG-4.4 5 14.4 111.9 20.0 107 95 1-A
1282 03/12/13 FG-4.4 5 14.4 111.9 19.5 107 96 1-A
1283 03/12/13 FG-3.8 5 14.4 111.9 19.7 107 95 1-A
1284 03/12/13 FG-3.4 5 14.4 111.9 18.2 109 98 1-A
1285 03/12/13 FG-3.4 5 14.4 111.9 18.3 109 97 1-A
1286 03/12/13 EG-5.0 4 18.1 104.8 24.4 100 96 1-A
TEST LOCATION:
1280
1281
1282
1283
1284
1285
1286
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.
Irving, Texas
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
30' N and 20' E from the SW Corner of Block M, Pad 12
30' N and 20' E from the SW Corner of Block M, Pad 13 - Moisture Condition
25' S and 15' W from the NE Corner of Block M, Pad 11
25' S and 15' W from the NE Corner of Block M, Pad 12
30' N and 20' E from the SW Corner of Block M, Pad 11
DATETEST
NO.
30' N and 20' E from the SW Corner of Block M, Pad 10
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
25' S and 15' W from the NE Corner of Block M, Pad 10
Don Hinton
130127-61A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/12/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1287 03/12/13 EG-5.0 4 18.1 104.8 24.4 99 94 1-A
1288 03/12/13 EG-4.5 4 18.1 104.8 24.7 99 95 1-A
1289 03/12/13 EG-4.5 4 18.1 104.8 25.0 100 96 1-A
1290 03/12/13 EG-4.0 4 18.1 104.8 23.7 98 94 1-A
1291 03/12/13 EG-4.0 4 18.1 104.8 23.5 98 93 1-A
1292 03/12/13 EG-3.5 4 18.1 104.8 25.0 100 95 1-A
1293 03/12/13 EG-3.5 4 18.1 104.8 24.0 99 94 1-A
TEST LOCATION:
1287
1288
1289
1290
1291
1292
1293
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
130127-61B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
35' S and 15' E from the NW Corner of Block M, Pad 13
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
30' N and 20' E from the SW Corner of Block M, Pad 14
15' N and 25' W from the SE Corner of Block M, Pad 13
15' N and 25' W from the SE Corner of Block M, Pad 14
15' S and 15' W from the NE Corner of Block M, Pad 13
15' S and 15' W from the NE Corner of Block M, Pad 14
35' S and 15' E from the NW Corner of Block M, Pad 14
Irving, Texas
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
TESTED FOR:DATE: 03/12/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1294 03/12/13 FG-2.2 5 14.4 111.9 17.0 108 97 1-A
1295 03/12/13 FG-2.8 5 14.4 111.9 16.5 111 99 1-A
1296 03/12/13 FG-2.4 6 18.6 102.8 21.7 102 99 1-A
1297 03/12/13 FG-2.4 6 18.6 102.8 23.0 100 97 1-A
1298 03/12/13 EG-3.0 6 18.6 102.8 23.9 100 97 1-A
1299 03/12/13 EG-3.0 6 18.6 102.8 23.8 100 97 1-A
1300 03/12/13 FG-2.8 4 18.1 104.8 20.8 104 99 1-A
TEST LOCATION:
1294
1295
1296
1297
1298
1299
1300
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.
Irving, Texas
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
20' S and 20' E from the NW Corner of Block M, Pad 14 - Moisture Condition
20' S and 20' E from the NW Corner of Block M, Pad 8 - Fill
20' S and 20' E from the NW Corner of Block M, Pad 10
20' S and 20' E from the NW Corner of Block M, Pad 11
20' S and 20' E from the NW Corner of Block M, Pad 13
DATETEST
NO.
20' S and 20' E from the NW Corner of Block M, Pad 12
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' S and 20' E from the NW Corner of Block M, Pad 9
Don Hinton
130127-61C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/12/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1301 03/12/13 EG-2.5 4 18.1 104.8 24.1 101 96 1-A
1302 03/12/13 EG-2.5 4 18.1 104.8 24.2 101 96 1-A
1303 03/12/13 EG-2.0 4 18.1 104.8 26.0 99 94 1-A
1304 03/12/13 EG-2.0 4 18.1 104.8 24.7 100 96 1-A
1305 03/12/13 EG-1.5 4 18.1 104.8 25.4 99 95 1-A
1306 03/12/13 EG-1.5 4 18.1 104.8 23.3 100 95 1-A
1307 03/12/13 EG-1.0 4 18.1 104.8 23.4 101 97 1-A
TEST LOCATION:
1301
1302
1303
1304
1305
1306
1307
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
130127-61D
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
25' S and 20' E from the NW Corner of Block M, Pad 14
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' N and 15' W from the SE Corner of Block M, Pad 13
30' N and 25' W from the SE Corner of Block M, Pad 14
30' N and 25' W from the SE Corner of Block M, Pad 13
15' N and 15' W from the SE Corner of Block M, Pad 14
25' S and 20' E from the NW Corner of Block M, Pad 13
30' N and 25' W from the SE Corner of Block M, Pad 13
Irving, Texas
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
TESTED FOR:DATE: 03/12/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1308 03/12/13 EG-1.0 4 18.1 104.8 24.6 101 96 1-A
1309 03/12/13 FG-1.2 1 11.9 117.9 14.5 114 97 1-A
1310 03/12/13 FG-1.8 1 11.9 117.9 14.0 115 98 1-A
1311 03/12/13 FG-1.4 1 11.9 117.9 13.9 116 98 1-A
1312 03/12/13 FG-1.4 1 11.9 117.9 14.5 114 96 1-A
TEST LOCATION:
1308
1309
1310
1311
1312
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.
Irving, Texas
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
25' S and 15' E from the NW Corner of Block M, Pad 9 - Plastic
25' S and 15' E from the NW Corner of Block M, Pad 10
25' S and 15' E from the NW Corner of Block M, Pad 12
DATETEST
NO.
25' S and 15' E from the NW Corner of Block M, Pad 11
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
25' S and 15' E from the NW Corner of Block M, Pad 14
Don Hinton
130127-61E
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN: