Westhaven 2-LR130607 (2)TESTED FOR:DATE: 06/07/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2299 06/07/13 FG-6.0 2 9.2 124.4 11.3 119 96 1-A
2300 06/07/13 FG-5.0 2 9.2 124.4 11.5 121 97 1-A
2301 06/07/13 FG-4.0 2 9.2 124.4 12.2 119 96 1-A
2302 06/07/13 FG-3.0 2 9.2 124.4 12.3 121 97 1-A
2303 06/07/13 FG-2.0 2 9.2 124.4 12.5 119 96 1-A
2304 06/07/13 FG-1.0 2 9.2 124.4 11.5 120 96 1-A
2305 06/07/13 FG-3.0 2 9.2 124.4 11.3 122 98 1-A
TEST LOCATION:
2299
2300
2301
2302
2303
2304
2305
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.
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
TEST
NO.
Water along Westhaven Road at Station 18+08
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Water along Westhaven Road at Station 18+00
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Irving, Texas
Water along Westhaven Road at Station 18+15
Water along Westhaven Road at Station 20+00
Water along Westhaven Road at Station 18+03
Water along Westhaven Road at Station 18+05
Water along Westhaven Road at Station 18+10
DATE
Don Hinton
130127-106
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: 06/07/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2306 06/07/13 FG-2.0 2 9.2 124.4 11.6 120 96 1-A
2307 06/07/13 FG-1.0 2 9.2 124.4 11.8 118 95 1-A
2308 06/07/13 FG-3.0 2 9.2 124.4 11.5 120 96 1-A
2309 06/07/13 FG-2.0 2 9.2 124.4 11.0 121 97 1-A
2310 06/07/13 FG-1.0 2 9.2 124.4 11.5 120 96 1-A
2311 06/07/13 FG-3.0 1 11.9 117.9 13.2 115 98 1-A
2312 06/07/13 FG-2.0 1 11.9 117.9 12.9 117 99 1-A
TEST LOCATION:
2306
2307
2308
2309
2310
2311
2312
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.
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 130127-106A
Coppell, Texas
Water along Westhaven Road at Station 20+04
Water along Westhaven Road at Station 22+00
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Water along Westhaven Road at Station 20+02
Water along Westhaven Road at Station 22+02
Water along Westhaven Road at Station 22+05
Water along Bridge Street at Station 10+00
Water along Bridge Street at Station 10+02
TESTED FOR:DATE: 06/07/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2313 06/07/13 FG-1.0 1 11.9 117.9 13.7 114 97 1-A
2314 06/07/13 FG-3.0 1 11.9 117.9 14.1 113 96 1-A
2315 06/07/13 FG-2.0 1 11.9 117.9 12.8 114 97 1-A
2316 06/07/13 FG-1.0 1 11.9 117.9 14.0 114 97 1-A
2317 06/07/13 FG-3.0 1 11.9 117.9 13.4 115 97 1-A
2318 06/07/13 FG-2.0 1 11.9 117.9 12.1 116 98 1-A
2319 06/07/13 FG-1.0 1 11.9 117.9 13.2 114 96 1-A
TEST LOCATION:
2313
2314
2315
2316
2317
2318
2319
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.
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 130127-106B
Coppell, Texas
Water along Bridge Street at Station 8+00
Water along Bridge Street at Station 8+03
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Water along Bridge Street at Station 10+15
Water along Bridge Street at Station 8+05
Water along Bridge Street at Station 6+00
Water along Bridge Street at Station 6+02
Water along Bridge Street at Station 6+05
TESTED FOR:DATE: 06/07/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2320 06/07/13 FG-3.0 1 11.9 117.9 12.9 116 99 1-A
2321 06/07/13 FG-2.0 1 11.9 117.9 12.6 116 98 1-A
2322 06/07/13 FG-1.0 1 11.9 117.9 12.6 117 99 1-A
2323 06/07/13 FG-3.0 1 11.9 117.9 12.3 116 99 1-A
2324 06/07/13 FG-2.0 1 11.9 117.9 13.6 116 98 1-A
2325 06/07/13 FG-1.0 1 11.9 117.9 13.5 113 96 1-A
TEST LOCATION:
2320
2321
2322
2323
2324
2325
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.
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 130127-106C
Coppell, Texas
Water along Bridge Street at Station 4+03
Water along Bridge Street at Station 4+08
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Water along Bridge Street at Station 4+00
Water along Bridge Street at Station 2+00
Water along Bridge Street at Station 2+03
Water along Bridge Street at Station 2+05