Westhaven 2-LR130606TESTED FOR:DATE: 06/06/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2275 06/06/13 FG-3.0 1 11.9 117.9 14.8 113 96 1-A
2276 06/06/13 FG-2.0 1 11.9 117.9 14.7 112 95 1-A
2277 06/06/13 FG-1.0 1 11.9 117.9 12.7 114 97 1-A
2278 06/06/13 FG-3.0 1 11.9 117.9 12.5 115 98 1-A
2279 06/06/13 FG-2.0 1 11.9 117.9 13.2 113 96 1-A
2280 06/06/13 FG-1.0 1 11.9 117.9 13.4 115 97 1-A
2281 06/06/13 FG-6.0 1 11.9 117.9 13.7 115 98 1-A
TEST LOCATION:
2275
2276
2277
2278
2279
2280
2281
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
Water Service to Block M, Pad 8
Water Along Westhaven Road at Station 12+00
Water Along Westhaven Road at Station 10+02
Water Along Westhaven Road at Station 10+12
Water Service to Block M, Pad 8
DATE
Don Hinton
130127-105
TEST
NO.
Water Service to Block M, Pad 8
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Water Along Westhaven Road at Station 10+00
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 06/06/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2282 06/06/13 FG-5.0 1 11.9 117.9 15.7 113 96 1-A
2283 06/06/13 FG-4.0 1 11.9 117.9 13.5 115 97 1-A
2284 06/06/13 FG-3.0 1 11.9 117.9 12.0 118 100 1-A
2285 06/06/13 FG2.0 1 11.9 117.9 14.0 114 96 1-A
2286 06/06/13 FG-1.0 1 11.9 117.9 13.0 115 97 1-A
2287 06/06/13 FG-6.0 1 11.9 117.9 13.5 113 96 1-A
2288 06/06/13 FG5.0 1 11.9 117.9 12.8 115 98 1-A
TEST LOCATION:
2282
2283
2284
2285
2286
2287
2288
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.
Water Along Westhaven Road at Station 12+12
Water Along Westhaven Road at Station 12+15
Water Along Westhaven Road at Station 14+00
Water Along Westhaven Road at Station 14+04
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
Coppell, Texas
Water Along Westhaven Road at Station 12+08
Water Along Westhaven Road at Station 12+10
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Water Along Westhaven Road at Station 12+02
TECHNICIAN: Don Hinton
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Standard Pacific Homes - Irving
Irving, Texas
Westhaven Phase 1 & 2 - Mass Grading 130127-105A
TESTED FOR:DATE: 06/06/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2289 06/06/13 FG-4.0 1 11.9 117.9 13.1 114 97 1-A
2290 06/06/13 FG-3.0 1 11.9 117.9 12.7 115 98 1-A
2291 06/06/13 FG-2.0 1 11.9 117.9 12.5 116 98 1-A
2292 06/06/13 FG1.0 1 11.9 117.9 13.9 113 96 1-A
2293 06/06/13 FG-6.0 1 11.9 117.9 12.7 115 98 1-A
2294 06/06/13 FG-5.0 1 11.9 117.9 13.6 114 97 1-A
2295 06/06/13 FG-4.0 1 11.9 117.9 14.2 112 95 1-A
TEST LOCATION:
2289
2290
2291
2292
2293
2294
2295
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.
Water Along Westhaven Road at Station 14+15
Water Along Westhaven Road at Station 16+00
Water Along Westhaven Road at Station 16+03
Water Along Westhaven Road at Station 16+05
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
Coppell, Texas
Water Along Westhaven Road at Station 14+08
Water Along Westhaven Road at Station 14+10
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Water Along Westhaven Road at Station 14+06
TECHNICIAN: Don Hinton
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Standard Pacific Homes - Irving
Irving, Texas
Westhaven Phase 1 & 2 - Mass Grading 130127-105B
TESTED FOR:DATE: 06/06/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2296 06/06/13 FG-3.0 1 11.9 117.9 12.0 116 98 1-A
2297 06/06/13 FG-2.0 1 11.9 117.9 13.7 114 97 1-A
2298 06/06/13 FG-1.0 1 11.9 117.9 12.0 119 101 1-A
TEST LOCATION:
2296
2297
2298
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.
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
Coppell, Texas
Water Along Westhaven Road at Station 16+10
Water Along Westhaven Road at Station 16+12
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Water Along Westhaven Road at Station 16+08
TECHNICIAN: Don Hinton
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Standard Pacific Homes - Irving
Irving, Texas
Westhaven Phase 1 & 2 - Mass Grading 130127-105C