Westhaven 2-LR130129 (2)TESTED FOR:DATE: 01/29/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
158 01/29/13 FG-5.0 1 11.9 117.9 14.8 115 97 1-A
159 01/29/13 FG-4.0 1 11.9 117.9 13.7 114 97 1-A
160 01/29/13 FG-5.0 1 11.9 117.9 13.9 115 98 1-A
161 01/29/13 FG-3.0 1 11.9 117.9 14.1 113 96 1-A
162 01/29/13 FG-4.0 1 11.9 117.9 14.0 113 96 1-A
163 01/29/13 FG-5.0 1 11.9 117.9 16.0 112 95 1-A
164 01/29/13 FG-3.0 1 11.9 117.9 12.8 117 99 1-A
TEST LOCATION:
158
159
160
161
162
163
164
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
45' N and 20' W from SE Corner of Block C, Lot 8
45' N and 20' W from SE Corner of Block C, Lot 9
30' S and 45' W from NE Corner of Block C, Lot 5
30' S and 45' W from NE Corner of Block C, Lot 6
45' N and 20' W from SE Corner of Block C, Lot 7
DATETEST
NO.
30' S and 45' W from NE Corner of Block C, Lot 3
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
30' S and 45' W from NE Corner of Block C, Lot 4
D. Hinton
130127-15
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 01/29/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
165 01/29/13 FG-4.0 1 11.9 117.9 12.7 115 98 1-A
166 01/29/13 FG-3.0 1 11.9 117.9 13.6 114 97 1-A
167 01/29/13 FG-5.0 1 11.9 117.9 13.8 115 98 1-A
168 01/29/13 FG-4.0 1 11.9 117.9 13.7 113 95 1-A
169 01/29/13 FG-5.0 1 11.9 117.9 13.1 116 98 1-A
170 01/29/13 FG-4.0 1 11.9 117.9 13.0 116 98 1-A
171 01/29/13 FG-3.0 2 9.2 124.4 12.3 118 95 1-A
TEST LOCATION:
165
166
167
168
169
170
171
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
130127-15A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
20' N and 30' E from SW Corner of Block C, Lot 13
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
35' S and 20' E from NW Corner of Block C, Lot 10
20' N and 30' E from SW Corner of Block C, Lot 15
20' N and 30' E from SW Corner of Block C, Lot 16
35' S and 20' E from NW Corner of Block C, Lot 11
35' S and 20' E from NW Corner of Block C, Lot 12
20' N and 30' E from SW Corner of Block C, Lot 14
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: 01/29/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
172 01/29/13 FG-4.0 1 11.9 117.9 13.3 114 96 1-A
173 01/29/13 FG-5.0 1 11.9 117.9 13.0 116 99 1-A
174 01/29/13 FG-4.0 1 11.9 117.9 12.9 118 100 1-A
175 01/29/13 FG-4.0 1 11.9 117.9 13.8 115 98 1-A
176 01/29/13 FG-4.0 1 11.9 117.9 14.0 113 96 1-A
177 01/29/13 FG-4.0 1 11.9 117.9 15.7 113 95 1-A
178 01/29/13 FG-4.0 1 11.9 117.9 14.1 114 97 1-A
TEST LOCATION:
172
173
174
175
176
177
178
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
40' S and 20' E from NW Corner of Block C, Lot 12
40' S and 20' E from NW Corner of Block C, Lot 14
30' S and 45' W from NE Corner of Block C, Lot 18
30' S and 45' W from NE Corner of Block C, Lot 4
40' S and 20' E from NW Corner of Block C, Lot 8
DATETEST
NO.
30' S and 45' W from NE Corner of Block C, Lot 6
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
30' S and 45' W from NE Corner of Block C, Lot 17
D. Hinton
130127-15B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 01/29/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
179 01/29/13 FG-4.0 1 11.9 117.9 15.3 116 99 1-A
180 01/29/13 FG-4.0 1 11.9 117.9 14.2 115 97 1-A
181 01/29/13 FG-5.0 1 11.9 117.9 14.0 113 96 1-A
182 01/29/13 FG-3.0 2 9.2 124.4 12.3 120 96 1-A
183 01/29/13 FG-4.0 2 9.2 124.4 13.0 119 95 1-A
184 01/29/13 FG-5.0 2 9.2 124.4 12.9 119 96 1-A
185 01/29/13 FG-4.0 2 9.2 124.4 12.5 120 97 1-A
TEST LOCATION:
179
180
181
182
183
184
185
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
130127-15C
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 B, Lot 10
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
25' S and 25' W from NE Corner of Block C, Lot 18
25' S and 25' W from NE Corner of Block B, Lot 12
25' S and 25' W from NE Corner of Block B, Lot 13
25' S and 25' W from NE Corner of Block B, Lot 8
25' S and 25' W from NE Corner of Block B, Lot 9
25' S and 25' W from NE Corner of Block B, Lot 11
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