Westhaven 2-LR130204 (2)TESTED FOR:DATE: 02/04/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
238 02/04/13 EG-10.0 2 9.2 124.4 12.1 123 99 1-A
239 02/04/13 EG-9.0 2 9.2 124.4 12.1 122 98 1-A
240 02/04/13 EG-8.0 2 9.2 124.4 11.0 124 100 1-A
241 02/04/13 EG-7.0 1 11.9 117.9 12.4 117 99 1-A
242 02/04/13 EG-6.0 1 11.9 117.9 13.3 116 98 1-A
243 02/04/13 EG-5.0 2 9.2 124.4 11.2 123 99 1-A
244 02/04/13 EG-4.0 1 11.9 117.9 15.6 118 100 1-A
TEST LOCATION:
238
239
240
241
242
243
244
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
West Haven Road at Station 20+40
West Haven Road at Station 20+45
West Haven Road at Station 20+50
West Haven Road at Station 20+52
West Haven Road at Station 20+60
DATETEST
NO.
West Haven Road at Station 20+55
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
West Haven Road at Station 20+45
D. Hinton
130127-21
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/04/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
245 02/04/13 EG-13.0 1 11.9 117.9 14.5 117 100 1-A
246 02/04/13 EG-12.0 1 11.9 117.9 14.6 115 98 1-A
247 02/04/13 EG-11.0 1 11.9 117.9 13.0 118 100 1-A
248 02/04/13 EG-10.0 1 11.9 117.9 15.5 116 98 1-A
249 02/04/13 EG-9.0 1 11.9 117.9 14.6 118 100 1-A
250 02/04/13 EG-8.0 1 11.9 117.9 13.9 117 99 1-A
251 02/04/13 EG-7.0 1 11.9 117.9 21.9 109 93 1-B
TEST LOCATION:
245
246
247
248
249
250
251
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.
D. Hinton
130127-21A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
West Haven Road at Station 22+00
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
West Haven Road at Station 22+20
West Haven Road at Station 22+30
West Haven Road at Station 22+50
West Haven Road at Station 21+40
West Haven Road at Station 22+55
West Haven Road at Station 22+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: 02/04/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
252 02/04/13 EG-7.0 1 11.9 117.9 16.7 115 97 1-AD
253 02/04/13 EG-6.0 1 11.9 117.9 14.2 118 100 1-A
254 02/04/13 EG-5.0 1 11.9 117.9 16.0 116 98 1-A
255 02/04/13 EG-4.0 1 11.9 117.9 14.0 118 100 1-A
256 02/04/13 EG-3.0 1 11.9 117.9 14.5 118 100 1-A
257 02/04/13 EG-4.0 1 11.9 117.9 13.9 118 100 1-A
258 02/04/13 EG-3.0 1 11.9 117.9 16.5 116 98 1-A
TEST LOCATION:
252
253
254
255
256
257
258
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
West Haven Road at Station 20+95
West Haven Road at Station 22+60
West Haven Road at Station 22+00
West Haven Road at Station 22+15
West Haven Road at Station 20+45
DATETEST
NO.
West Haven Road at Station 22+25
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Retest of Test #251 of this Report
D. Hinton
130127-21B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/04/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
259 02/04/13 EG-2.0 2 9.2 124.4 12.5 120 96 1-A
260 02/04/13 EG-1.0 2 9.2 124.4 11.4 123 99 1-A
261 02/04/13 EG-3.0 2 9.2 124.4 12.3 122 98 1-A
262 02/04/13 EG-4.0 2 9.2 124.4 12.4 119 96 1-A
263 02/04/13 EG-3.0 2 9.2 124.4 11.8 123 99 1-A
264 02/04/13 EG-4.0 2 9.2 124.4 13.2 120 96 1-A
265 02/04/13 EG-3.0 2 9.2 124.4 11.9 122 98 1-A
TEST LOCATION:
259
260
261
262
263
264
265
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.
D. Hinton
130127-21C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
25' S and 25' W from NE Corner of Block G, Lot 2
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
West Haven Road at Station 21+00
25' S and 25' W from NE Corner of Block G, Lot 4
25' S and 25' W from NE Corner of Block G, Lot 7
West Haven Road at Station 22+00
25' S and 25' W from NE Corner of Block G, Lot 1
25' S and 25' W from NE Corner of Block G, Lot 3
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: 02/04/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
266 02/04/13 EG-4.0 2 9.2 124.4 11.6 120 97 1-A
267 02/04/13 EG-5.0 2 9.2 124.4 12.6 119 96 1-A
268 02/04/13 EG-5.0 2 9.2 124.4 11.2 121 98 1-A
269 02/04/13 EG-6.0 2 9.2 124.4 12.2 120 96 1-A
270 02/04/13 EG-2.0 2 9.2 124.4 12.0 121 97 1-A
271 02/04/13 EG-3.0 2 9.2 124.4 11.3 120 96 1-A
272 02/04/13 EG-2.0 2 9.2 124.4 12.9 119 96 1-A
TEST LOCATION:
266
267
268
269
270
271
272
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 40' E from SW Corner of Block G, Lot 2
20' N and 40' E from SW Corner of Block G, Lot 3
25' S and 25' W from NE Corner of Block G, Lot 9
25' S and 25' W from NE Corner of Block G, Lot 10
20' N and 40' E from SW Corner of Block G, Lot 1
DATETEST
NO.
25' S and 25' W from NE Corner of Block G, Lot 11
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
25' S and 25' W from NE Corner of Block G, Lot 8
D. Hinton
130127-21D
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/04/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
273 02/04/13 EG-3.0 1 11.9 117.9 17.0 111 94 1-B
274 02/04/13 EG-2.0 1 11.9 117.9 15.0 114 97 1-A
275 02/04/13 EG-3.0 1 11.9 117.9 13.9 115 97 1-A
276 02/04/13 EG-4.0 1 11.9 117.9 13.0 115 98 1-A
277 02/04/13 EG-4.0 1 11.9 117.9 13.1 115 97 1-A
278 02/04/13 EG-5.0 1 11.9 117.9 13.6 116 98 1-A
279 02/04/13 EG-3.0 1 11.9 117.9 13.4 115 98 1-AD
TEST LOCATION:
273
274
275
276
277
278
279
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.
D. Hinton
130127-21E
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
20' N and 40' E from SW Corner of Block G, Lot 9
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' N and 40' E from SW Corner of Block G, Lot 4
20' N and 40' E from SW Corner of Block G, Lot 11
Retest of Test #273 of this Report
20' N and 40' E from SW Corner of Block G, Lot 7
20' N and 40' E from SW Corner of Block G, Lot 8
20' N and 40' E from SW Corner of Block G, Lot 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: 02/04/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
280 02/04/13 EG-4.0 2 9.2 124.4 11.9 120 96 1-A
281 02/04/13 EG-3.0 2 9.2 124.4 12.5 119 96 1-A
282 02/04/13 EG-3.0 1 11.9 117.9 13.0 119 101 1-A
283 02/04/13 EG-2.0 1 11.9 117.9 13.7 116 98 1-A
284 02/04/13 EG-2.0 1 11.9 117.9 13.4 116 99 1-A
285 02/04/13 EG-1.0 1 11.9 117.9 14.0 115 98 1-A
286 02/04/13 EG-2.0 1 11.9 117.9 14.5 118 100 1-A
TEST LOCATION:
280
281
282
283
284
285
286
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' E from NW Corner of Block G, Lot 1
15' S and 50' E from NW Corner of Block G, Lot 2
15' S and 50' E from NW Corner of Block G, Lot 10
15' S and 50' E from NW Corner of Block G, Lot 9
15' S and 50' E from NW Corner of Block G, Lot 8
DATETEST
NO.
15' S and 50' E from NW Corner of Block G, Lot 7
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 50' E from NW Corner of Block G, Lot 11
D. Hinton
130127-21F
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/04/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
287 02/04/13 EG-5.0 1 11.9 117.9 15.2 113 96 1-A
288 02/04/13 EG-4.0 1 11.9 117.9 14.4 115 97 1-A
289 02/04/13 EG-4.0 1 11.9 117.9 16.0 114 97 1-A
290 02/04/13 EG-3.0 1 11.9 117.9 15.2 112 95 1-A
291 02/04/13 EG-3.0 1 11.9 117.9 15.9 114 96 1-A
292 02/04/13 EG-2.0 1 11.9 117.9 15.6 112 95 1-A
293 02/04/13 EG-2.0 1 11.9 117.9 15.4 109 92 1-B
TEST LOCATION:
287
288
289
290
291
292
293
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.
D. Hinton
130127-21G
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' N and 25' E from SW Corner of Block G, Lot 6
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
25' S and 40' W from NE Corner of Block G, Lot 5
15' N and 25' E from SW Corner of Block G, Lot 10
15' N and 25' E from SW Corner of Block G, Lot 9
25' S and 40' W from NE Corner of Block G, Lot 6
15' N and 25' E from SW Corner of Block G, Lot 5
15' N and 25' E from SW Corner of Block G, Lot 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: 02/04/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
294 02/04/13 EG-2.0 1 11.9 117.9 13.9 116 99 1-AD
295 02/04/13 EG-3.0 1 11.9 117.9 12.5 110 93 1-B
296 02/04/13 EG-2.0 1 11.9 117.9 12.5 109 92 1-B
297 02/04/13 EG-1.0 1 11.9 117.9 11.6 115 98 1-A
298 02/04/13 EG-2.0 1 11.9 117.9 12.0 114 97 1-A
299 02/04/13 EG-3.0 1 11.9 117.9 12.2 115 97 1-AD
300 02/04/13 EG-2.0 1 11.9 117.9 12.0 116 98 1-AD
TEST LOCATION:
294
295
296
297
298
299
300
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
Retest of Test #295 of this Report
Retest of Test #296 of this Report
10' S and 45' W from NE Corner of Block G, Lot 5
10' S and 45' W from NE Corner of Block G, Lot 6
10' S and 45' W from NE Corner of Block G, Lot 10
DATETEST
NO.
10' S and 45' W from NE Corner of Block G, Lot 11
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Retest of Test #293 of this Report
D. Hinton
130127-21H
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN: