Westhaven 2-LR130608 (2)TESTED FOR:DATE: 06/08/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2326 06/08/13 FG-3.0 7 15.1 110.1 18.7 107 98 1-A
2327 06/08/13 FG-2.0 7 15.1 110.1 16.7 110 100 1-A
2328 06/08/13 FG-1.0 7 15.1 110.1 17.7 109 99 1-A
2329 06/08/13 FG-3.0 7 15.1 110.1 18.1 109 99 1-A
2330 06/08/13 FG-2.0 7 15.1 110.1 18.0 108 98 1-A
2331 06/08/13 FG-1.0 7 15.1 110.1 16.2 109 99 1-A
2332 06/08/13 FG-3.0 7 15.1 110.1 16.3 111 101 1-A
TEST LOCATION:
2326
2327
2328
2329
2330
2331
2332
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
Water Along Banbury Road at Station 4+08
TEST
NO.
Water Along Banbury Road at Station 2+00
Don Hinton
130127-108
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
DATE
Water Along Banbury Road at Station 4+00
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Water Along Banbury Road at Station 6+00
Water Along Banbury Road at Station 2+05
Water Along Banbury Road at Station 2+08
Water Along Banbury Road at Station 4+05
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
TESTED FOR:DATE: 06/08/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2333 06/08/13 FG-2.0 7 15.1 110.1 17.3 109 99 1-A
2334 06/08/13 FG-1.0 7 15.1 110.1 15.8 111 100 1-A
2335 06/08/13 FG-3.0 7 15.1 110.1 18.3 106 96 1-A
2336 06/08/13 FG-2.0 7 15.1 110.1 16.8 109 99 1-A
2337 06/08/13 FG-1.0 7 15.1 110.1 19.0 107 97 1-A
2338 06/08/13 FG-3.0 7 15.1 110.1 16.2 110 100 1-A
2339 06/08/13 FG-2.0 7 15.1 110.1 16.3 110 100 1-A
TEST LOCATION:
2333
2334
2335
2336
2337
2338
2339
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 Canterbury Court at Station 4+00
Water Along Canterbury Court at Station 4+2
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Water Along Banbury Road at Station 6+05
Water Along Banbury Road at Station 6+08
Water Along Canterbury Court at Station 2+00
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Water Along Canterbury Court at Station 2+03
Water Along Canterbury Court at Station 2+05
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
Coppell, Texas
TECHNICIAN: Don Hinton
Irving, Texas
Westhaven Phase 1 & 2 - Mass Grading 130127-108A
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
TESTED FOR:DATE: 06/08/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2340 06/08/13 FG-1.0 7 15.1 110.1 17.1 109 99 1-A
2341 06/08/13 FG-3.0 7 15.1 110.1 17.8 106 97 1-A
2342 06/08/13 FG-2.0 7 15.1 110.1 16.5 107 97 1-A
2343 06/08/13 FG-1.0 7 15.1 110.1 15.7 110 100 1-A
2344 06/08/13 FG-3.0 7 15.1 110.1 18.0 106 97 1-A
2345 06/08/13 FG-2.0 7 15.1 110.1 18.0 107 97 1-A
2346 06/08/13 FG-1.0 7 15.1 110.1 16.4 110 99 1-A
TEST LOCATION:Westhaven Place Utilites
2333
2341
2342
2343
2344
2345
2346
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 Canterbury Court at Station 8+05
Water Along Canterbury Court at Station 8+10
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Water Along Canterbury Court at Station 4+05
Water Along Canterbury Court at Station 6+00
Water Along Canterbury Court at Station 6+05
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Water Along Canterbury Court at Station 6+10
Water Along Canterbury Court at Station 8+00
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
Coppell, Texas
TECHNICIAN: Don Hinton
Irving, Texas
Westhaven Phase 1 & 2 - Mass Grading 130127-108B
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