Westhaven 2-LR130603TESTED FOR:DATE: 06/03/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2251 06/03/13 FG-3.0 1 11.9 117.9 13.9 118 100 1-A
2252 06/03/13 FG-2.0 1 11.9 117.9 15.0 114 97 1-A
2253 06/03/13 FG-1.0 1 11.9 117.9 15.5 116 99 1-A
2254 06/03/13 FG-3.0 1 11.9 117.9 14.7 114 96 1-A
2255 06/03/13 FG-2.0 1 11.9 117.9 13.4 118 100 1-A
2256 06/03/13 FG-1.0 1 11.9 117.9 14.6 116 98 1-A
2257 06/03/13 FG-3.0 1 11.9 117.9 13.3 114 97 1-A
TEST LOCATION:Phase 1 Utility
2251
2252
2253
2254
2255
2256
2257
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:
PERCENT
COMPACTION
SOIL ID
NUMBER
Water along Westhaven Road at Station 6+00
Water along Westhaven Road at Station 2+05
Water along Westhaven Road at Station 2+10
Water along Westhaven Road at Station 4+05
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
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 along Westhaven Road at Station 4+08
TEST
NO.
Water along Westhaven Road at Station 2+00
Don Hinton
130127-104
DATE
Water along Westhaven Road at Station 4+00
IN PLACE
DRY DENSITY
PCF
TESTED FOR:DATE: 06/03/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2258 06/03/13 FG-2.0 1 11.9 117.9 14.1 118 100 1-A
2259 06/03/13 FG-1.0 1 11.9 117.9 14.5 115 98 1-A
2260 06/03/13 FG3.0 5 14.4 111.9 17.9 108 96 1-A
2261 06/03/13 FG-2.0 5 14.4 111.9 17.8 109 97 1-A
2262 06/03/13 FG-1.0 5 14.4 111.9 18.2 107 96 1-A
2263 06/03/13 FG-3.0 5 14.4 111.9 16.6 110 98 1-A
2264 06/03/13 FG-2.0 5 14.4 111.9 16.3 110 99 1-A
TEST LOCATION:Phase 1 Utility
2258
2259
2260
2261
2262
2263
2264
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.
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 130127-104A
Coppell, Texas
TECHNICIAN: Don Hinton
Water along Westhaven Road at Station 8+05
Water along Westhaven Road at Station 8+10
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
Water along Terrace Street at Station 2+00
Water along Terrace Street at Station 2+05
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Water along Westhaven Road at Station 6+05
Water along Westhaven Road at Station 6+10
Water along Westhaven Road at Station 8+00
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
TESTED FOR:DATE: 06/03/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2265 06/03/13 FG-1.0 1 11.9 117.9 12.3 117 99 1-A
2266 06/03/13 FG-3.0 1 11.9 117.9 12.9 117 99 1-A
2267 06/03/13 FG-2.0 1 11.9 117.9 12.7 118 100 1-A
2268 06/03/13 FG-1.0 1 11.9 117.9 14.9 114 97 1-A
2269 06/03/13 FG-3.0 4 18.1 104.8 22.0 104 99 1-A
2270 06/03/13 FG-2.0 4 18.1 104.8 20.3 103 98 1-A
2271 06/03/13 FG-1.0 4 18.1 104.8 21.5 102 97 1-A
TEST LOCATION:
2265
2266
2267
2268
2269
2270
2271
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.
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 130127-104B
Coppell, Texas
TECHNICIAN: Don Hinton
Water along Terrace Stree at Station 4+10
Water along Terrace Stree at Station 6+00
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
Water along Terrace Stree at Station 6+05
Water along Terrace Stree at Station 6+10
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Water along Terrace Stree at Station 2+10
Water along Terrace Stree at Station 4+00
Water along Terrace Stree at Station 4+05
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
TESTED FOR:DATE: 06/03/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2272 06/03/13 FG-3.0 4 18.1 104.8 21.3 104 99 1-A
2273 06/03/13 FG-2.0 4 18.1 104.8 20.5 103 98 1-A
2274 06/03/13 FG-1.0 4 18.1 104.8 20.8 102 97 1-A
TEST LOCATION:
2272
2273
2274
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.
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 130127-104C
Coppell, Texas
TECHNICIAN: Don Hinton
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Water along Terrace Stree at Station 8+00
Water along Terrace Stree at Station 8+05
Water along Terrace Stree at Station 8+10
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%