Westhaven Phase 2B-LR170202TESTED FOR:DATE: 02/02/17
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
163 02/02/17 FG-2.0 10 19.3 103.2 20.3 101 97 1-A
164 02/02/17 FG-1.0 10 19.3 103.2 21.1 98 95 1-A
165 02/02/17 FG 10 19.3 103.2 20.0 101 98 1-A
166 02/02/17 FG-2.0 10 19.3 103.2 21.4 98 95 1-A
167 02/02/17 FG-1.0 10 19.3 103.2 20.8 99 96 1-A
168 02/02/17 FG 10 19.3 103.2 19.7 102 98 1-A
169 02/02/17 FG-2.0 10 19.3 103.2 20.5 100 97 1-A
TEST LOCATION:
163
164
165
166
167
168
169
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.
Service Crossing along Windsor Road in Front of Block F, Pad 3
Service Crossing along Windsor Road in Front of Block E, Pad 32
Service Crossing along Windsor Road in Front of Block E, Pad 32
Service Crossing along Windsor Road in Front of Block F, Pad 1
Dallas, Texas
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
PERCENT
COMPACTION
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Cullum Construction
162997-22
DATE
Westhaven Phase 2B - Utilities
Coppell, Texas
TECHNICIAN:
SOIL ID
NUMBER
COMPACTION TESTS
Service Crossing along Windsor Road in Front of Block F, Pad 1
TEST
NO.
Service Crossing along Windsor Road in Front of Block E, Pad 32
A. Saha
Service Crossing along Windsor Road in Front of Block F, Pad 1
IN PLACE
DRY DENSITY
PCF
TESTED FOR:DATE: 02/02/17
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
170 02/02/17 FG-1.0 10 19.3 103.2 20.7 99 96 1-A
171 02/02/17 FG 10 19.3 103.2 19.8 102 99 1-A
172 02/02/17 FG-2.0 10 19.3 103.2 20.1 102 98 1-A
173 02/02/17 FG-1.0 10 19.3 103.2 21.2 98 95 1-A
174 02/02/17 FG 10 19.3 103.2 20.0 101 98 1-A
175 02/02/17 FG-2.0 10 19.3 103.2 20.5 99 96 1-A
176 02/02/17 FG-1.0 10 19.3 103.2 20.3 100 97 1-A
TEST LOCATION:
170
171
172
173
174
175
176
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
Cullum Construction
Dallas, Texas
Westhaven Phase 2B - Utilities 162997-22A
Coppell, Texas
TECHNICIAN: A. Saha
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Service Crossing along Windsor Road in Front of Block F, Pad 5
Service Crossing along Windsor Road in Front of Block F, Pad 5
Service Crossing along Windsor Road in Front of Block E, Pad 23
Service Crossing along Windsor Road in Front of Block E, Pad 23
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Service Crossing along Windsor Road in Front of Block F, Pad 3
Service Crossing along Windsor Road in Front of Block F, Pad 3
Service Crossing along Windsor Road in Front of Block F, Pad 5
TESTED FOR:DATE: 02/02/17
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
177 02/02/17 FG 10 19.3 103.2 19.8 102 99 1-A
178 02/02/17 FG-3.0 10 19.3 103.2 20.3 101 97 1-A
179 02/02/17 FG-2.0 10 19.3 103.2 20.1 101 98 1-A
180 02/02/17 FG 10 19.3 103.2 19.5 103 100 1-A
181 02/02/17 FG-3.0 10 19.3 103.2 20.5 100 97 1-A
182 02/02/17 FG-2.0 10 19.3 103.2 21.0 100 97 1-A
183 02/02/17 FG 10 19.3 103.2 20.2 101 98 1-A
TEST LOCATION:
177
178
179
180
181
182
183
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
Cullum Construction
Dallas, Texas
Westhaven Phase 2B - Utilities 162997-22B
Coppell, Texas
TECHNICIAN: A. Saha
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Service Crossing along Windsor Road in Front of Block F, Pad 13
Service Crossing along Windsor Road in Front of Block F, Pad 15
Service Crossing along Windsor Road in Front of Block F, Pad 15
Service Crossing along Windsor Road in Front of Block F, Pad 15
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Service Crossing along Windsor Road in Front of Block E, Pad 20
Service Crossing along Windsor Road in Front of Block F, Pad 13
Service Crossing along Windsor Road in Front of Block F, Pad 13
TESTED FOR:DATE: 02/02/17
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
184 02/02/17 FG-2.0 10 19.3 103.2 20.5 100 97 1-A
185 02/02/17 FG-1.0 10 19.3 103.2 21.0 100 96 1-A
186 02/02/17 FG 10 19.3 103.2 19.7 102 99 1-A
187 02/02/17 FG-2.0 10 19.3 103.2 21.3 98 95 1-A
188 02/02/17 FG-1.0 10 19.3 103.2 20.8 99 96 1-A
189 02/02/17 FG 10 19.3 103.2 20.1 101 98 1-A
190 02/02/17 FG-2.0 10 19.3 103.2 21.5 98 95 1-A
TEST LOCATION:
184
185
186
187
188
189
190
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
Cullum Construction
Dallas, Texas
Westhaven Phase 2B - Utilities 162997-22C
Coppell, Texas
TECHNICIAN: A. Saha
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Service Crossing along Winlergat Road in Front of Block F, Pad 20
Service Crossing along Winlergat Road in Front of Block F, Pad 20
Service Crossing along Winlergat Road in Front of Block F, Pad 20
Service Crossing along Winlergat Road in Front of Block F, Pad 26
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Service Crossing along Winlergat Road in Front of Block F, Pad 16
Service Crossing along Winlergat Road in Front of Block F, Pad 16
Service Crossing along Winlergat Road in Front of Block F, Pad 16
TESTED FOR:DATE: 02/02/17
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
191 02/02/17 FG-1.0 10 19.3 103.2 19.7 100 97 1-A
192 02/02/17 FG 10 19.3 103.2 19.8 101 98 1-A
193 02/02/17 FG-2.0 10 19.3 103.2 20.0 100 96 1-A
194 02/02/17 FG-1.0 10 19.3 103.2 20.6 98 95 1-A
195 02/02/17 FG 10 19.3 103.2 19.5 102 99 1-A
196 02/02/17 FG-2.0 10 19.3 103.2 20.1 100 97 1-A
197 02/02/17 FG-1.0 10 19.3 103.2 20.3 99 96 1-A
TEST LOCATION:
191
192
193
194
195
196
197
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
Cullum Construction
Dallas, Texas
Westhaven Phase 2B - Utilities 162997-22D
Coppell, Texas
TECHNICIAN: A. Saha
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Service Crossing along Johns Avenue in Front of Block E, Pad 9
Service Crossing along Johns Avenue in Front of Block E, Pad 9
Service Crossing along Johns Avenue in Front of Block E, Pad 5
Service Crossing along Johns Avenue in Front of Block E, Pad 5
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Service Crossing along Winlergat Road in Front of Block F, Pad 26
Service Crossing along Winlergat Road in Front of Block F, Pad 26
Service Crossing along Johns Avenue in Front of Block E, Pad 9
TESTED FOR:DATE: 02/02/17
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
198 02/02/17 FG 10 19.3 103.2 19.9 102 99 1-A
199 02/02/17 FG-2.0 10 19.3 103.2 20.3 101 97 1-A
200 02/02/17 FG-1.0 10 19.3 103.2 21.2 98 95 1-A
201 02/02/17 FG 10 19.3 103.2 21.5 101 98 1-A
202 02/02/17 FG-2.0 10 19.3 103.2 20.6 100 97 1-A
203 02/02/17 FG-1.0 10 19.3 103.2 20.9 99 96 1-A
204 02/02/17 FG 10 19.3 103.2 19.6 102 99 1-A
TEST LOCATION:
198
199
200
201
202
203
204
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
Cullum Construction
Dallas, Texas
Westhaven Phase 2B - Utilities 162997-22E
Coppell, Texas
TECHNICIAN: A. Saha
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Service Crossing along Johns Avenue in Front of Block E, Pad 2
Service Crossing along Johns Avenue in Front of Block E, Pad 13
Service Crossing along Johns Avenue in Front of Block E, Pad 13
Service Crossing along Johns Avenue in Front of Block E, Pad 13
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Service Crossing along Johns Avenue in Front of Block E, Pad 5
Service Crossing along Johns Avenue in Front of Block E, Pad 2
Service Crossing along Johns Avenue in Front of Block E, Pad 2
TESTED FOR:DATE: 02/02/17
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
205 02/02/17 FG-2.0 10 19.3 103.2 21.1 98 95 1-A
206 02/02/17 FG-1.0 10 19.3 103.2 20.3 100 97 1-A
207 02/02/17 FG 10 19.3 103.2 19.7 102 99 1-A
208 02/02/17 FG-2.0 10 19.3 103.2 20.6 100 96 1-A
209 02/02/17 FG-1.0 10 19.3 103.2 20.8 98 95 1-A
210 02/02/17 FG 10 19.3 103.2 19.9 101 98 1-A
TEST LOCATION:
205
206
207
208
209
210
211
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
Cullum Construction
Dallas, Texas
Westhaven Phase 2B - Utilities 162997-22F
Coppell, Texas
TECHNICIAN: A. Saha
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Service Crossing along Johns Avenue in Front of Block E, Pad 16
Service Crossing along Johns Avenue in Front of Block E, Pad 16
Service Crossing along Johns Avenue in Front of Block E, Pad 16
Service Crossing along Johns Avenue in Front of Block E, Pad 16
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Service Crossing along Johns Avenue in Front of Block E, Pad 13
Service Crossing along Johns Avenue in Front of Block E, Pad 13
Service Crossing along Johns Avenue in Front of Block E, Pad 13