Westhaven 2-LR130201TESTED FOR:DATE: 02/01/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
186 02/01/13 FG-13.0 1 11.9 117.9 11.8 118 100 1-A
187 02/01/13 FG-12.0 1 11.9 117.9 11.0 119 101 1-A
188 02/01/13 FG-11.0 1 11.9 117.9 11.2 118 100 1-A
189 02/01/13 FG-10.0 1 11.9 117.9 11.7 119 101 1-A
190 02/01/13 FG-8.0 1 11.9 117.9 12.7 117 99 1-A
191 02/01/13 FG-11.0 1 11.9 117.9 12.4 117 100 1-A
192 02/01/13 FG-10.0 1 11.9 117.9 12.1 118 100 1-A
TEST LOCATION:
186
187
188
189
190
191
192
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.
D. Hinton
130127-17
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
25' S and 25' W from NE Corner of Block G, Lot 9
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
25' S and 25' W from NE Corner of Block G, Lot 2
20' N and 30' W from SE Corner of Block G, Lot 2
20' N and 30' W from SE Corner of Block G, Lot 3
25' S and 25' W from NE Corner of Block G, Lot 3
25' S and 25' W from NE Corner of Block G, Lot 4
25' S and 25' W from NE Corner of Block G, Lot 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: 02/01/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
193 02/01/13 FG-10.0 1 11.9 117.9 13.2 118 100 1-A
194 02/01/13 FG-9.0 1 11.9 117.9 13.4 116 98 1-A
195 02/01/13 FG-8.0 1 11.9 117.9 13.6 113 96 1-A
196 02/01/13 FG-8.0 1 11.9 117.9 14.2 112 95 1-A
197 02/01/13 FG-9.0 1 11.9 117.9 13.3 114 96 1-A
198 02/01/13 FG-11.0 1 11.9 117.9 12.8 116 99 1-A
199 02/01/13 FG-10.0 1 11.9 117.9 14.1 113 96 1-A
TEST LOCATION:
193
194
195
196
197
198
199
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
25' S and 35' E from NW Corner of Block G, Lot 11
25' S and 35' E from NW Corner of Block G, Lot 10
25' S and 35' E from NW Corner of Block G, Lot 2
25' S and 35' E from NW Corner of Block G, Lot 10
25' S and 35' E from NW Corner of Block G, Lot 6
DATETEST
NO.
25' S and 35' E from NW Corner of Block G, Lot 7
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' N and 30' W from SE Corner of Block G, Lot 4
D. Hinton
130127-17A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/01/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
200 02/01/13 FG-7.0 1 11.9 117.9 13.7 114 96 1-A
201 02/01/13 FG-8.0 1 11.9 117.9 13.5 114 97 1-A
202 02/01/13 FG-9.0 1 11.9 117.9 14.9 113 96 1-A
203 02/01/13 FG-10.0 1 11.9 117.9 13.6 115 97 1-A
204 02/01/13 FG-9.0 1 11.9 117.9 15.0 113 96 1-A
205 02/01/13 FG-9.0 1 11.9 117.9 13.3 114 97 1-A
206 02/01/13 FG-7.0 1 11.9 117.9 14.1 113 96 1-A
TEST LOCATION:
200
201
202
203
204
205
206
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.
D. Hinton
130127-17B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
30' N and 35' W from SE Corner of Block G, Lot 11
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
30' N and 35' W from SE Corner of Block G, Lot 8
30' N and 35' W from SE Corner of Block G, Lot 3
30' N and 35' W from SE Corner of Block G, Lot 7
30' N and 35' W from SE Corner of Block G, Lot 9
30' N and 35' W from SE Corner of Block G, Lot 10
30' N and 35' W from SE Corner of Block G, Lot 4
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: 02/01/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
207 02/01/13 FG-7.0 1 11.9 117.9 15.0 113 96 1-A
208 02/01/13 FG-8.0 1 11.9 117.9 13.4 114 97 1-A
209 02/01/13 FG-7.0 1 11.9 117.9 14.0 115 97 1-A
210 02/01/13 FG-8.0 1 11.9 117.9 15.0 112 95 1-A
211 02/01/13 FG-6.0 1 11.9 117.9 14.0 115 97 1-A
212 02/01/13 FG-6.0 1 11.9 117.9 13.8 114 97 1-A
213 02/01/13 FG-7.0 1 11.9 117.9 13.9 114 97 1-A
TEST LOCATION:
207
208
209
210
211
212
213
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' S and 55' W from NE Corner of Block G, Lot 8
20' S and 55' W from NE Corner of Block G, Lot 9
20' N and 30' W from SE Corner of Block G, Lot 2
20' S and 55' W from NE Corner of Block G, Lot 3
20' S and 55' W from NE Corner of Block G, Lot 7
DATETEST
NO.
20' S and 55' W from NE Corner of Block G, Lot 4
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' N and 30' W from SE Corner of Block G, Lot 1
D. Hinton
130127-17C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN: