Westhaven 2-LR130202TESTED FOR:DATE: 02/02/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
214 02/02/13 FG-6.0 2 9.2 124.4 12.9 118 95 1-A
215 02/02/13 FG-7.0 2 9.2 124.4 13.2 119 96 1-A
216 02/02/13 FG-6.0 1 11.9 117.9 12.3 119 101 1-A
217 02/02/13 FG-7.0 1 11.9 117.9 13.8 118 100 1-A
218 02/02/13 FG-5.0 1 11.9 117.9 14.0 117 99 1-A
219 02/02/13 FG-5.0 1 11.9 117.9 12.7 118 100 1-A
220 02/02/13 FG-7.0 1 11.9 117.9 13.9 117 99 1-A
TEST LOCATION:Phase I
214
215
216
217
218
219
220
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.
Don Hinton
130127-19
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
20' S and 45' W from the NE Corner of Block G, Pad 4
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' S and 45' W from the NE Corner of Block G, Pad 1
20' S and 45' W from the NE Corner of Block G, Pad 8
20' S and 45' W from the NE Corner of Block G, Pad 9
20' S and 45' W from the NE Corner of Block G, Pad 2
20' S and 45' W from the NE Corner of Block G, Pad 3
20' S and 45' W from the NE Corner of Block G, Pad 7
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: 02/02/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
221 02/02/13 FG-8.0 1 11.9 117.9 14.9 115 98 1-A
222 02/02/13 FG-9.0 1 11.9 117.9 13.9 116 99 1-A
223 02/02/13 FG-5.0 1 11.9 117.9 15.3 114 97 1-A
224 02/02/13 FG-6.0 1 11.9 117.9 16.0 112 95 1-A
225 02/02/13 FG-5.0 1 11.9 117.9 15.4 114 96 1-A
226 02/02/13 FG-6.0 1 11.9 117.9 13.7 116 98 1-A
227 02/02/13 FG-4.0 1 11.9 117.9 15.9 113 95 1-A
TEST LOCATION:Phase I
221
222
223
224
225
226
227
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 30' E from the SW Corner of Block G, Pad 4
20' N and 30' E from the SW Corner of Block G, Pad 7
20' S and 45' W from the NE Corner of Block G, Pad 11
20' N and 30' E from the SW Corner of Block G, Pad 1
20' N and 30' E from the SW Corner of Block G, Pad 3
DATETEST
NO.
20' N and 30' E from the SW Corner of Block G, Pad 2
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' S and 45' W from the NE Corner of Block G, Pad 10
Don Hinton
130127-19A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/02/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
228 02/02/13 FG-8.0 2 9.2 124.4 11.6 120 97 1-A
229 02/02/13 FG-7.0 2 9.2 124.4 11.9 121 98 1-A
230 02/02/13 FG-7.0 2 9.2 124.4 11.4 121 97 1-A
231 02/02/13 FG-6.0 2 9.2 124.4 10.7 122 98 1-A
232 02/02/13 FG-4.0 2 9.2 124.4 10.6 119 96 1-A
233 02/02/13 FG-5.0 2 9.2 124.4 11.4 121 98 1-A
234 02/02/13 FG-5.0 2 9.2 124.4 10.8 120 96 1-A
TEST LOCATION:Phase I
228
229
230
231
232
233
234
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.
Don Hinton
130127-19B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
30' S and 55' W from the NE Corner of Block G, Pad 10
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' N and 30' E from the SW Corner of Block G, Pad 11
30' S and 55' W from the NE Corner of Block G, Pad 2
30' S and 55' W from the NE Corner of Block G, Pad 4
20' N and 30' E from the SW Corner of Block G, Pad 10
30' S and 55' W from the NE Corner of Block G, Pad 11
30' S and 55' W from the NE Corner of Block G, Pad 1
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: 02/02/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
235 02/02/13 FG-13.0 2 9.2 124.4 10.9 125 100 1-A
236 02/02/13 FG-12.0 2 9.2 124.4 9.8 125 101 1-A
237 02/02/13 FG-11.0 2 9.2 124.4 9.2 125 100 1-A
TEST LOCATION:Phase I
235
236
237
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
Westhaven Road at Station 20+55
Westhaven Road at Station 20+65
DATETEST
NO.
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Westhaven Road at Station 20+52
Don Hinton
130127-19C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN: