Westhaven 2-130919TESTED FOR:DATE: 03/09/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1183 03/09/13 EG-3.0 1 11.9 117.9 15.4 108 92 1-B
1184 03/09/13 EG-2.0 1 11.9 117.9 12.7 114 97 1-A
1185 03/09/13 EG-3.0 1 11.9 117.9 14.1 111 94 1-B
1186 03/09/13 EG-2.0 1 11.9 117.9 13.8 114 97 1-A
1187 03/09/13 EG-3.0 1 11.9 117.9 14.0 114 96 1-A
1188 03/09/13 EG-3.0 1 11.9 117.9 14.8 113 96 1-AD
1189 03/09/13 EG-3.0 1 11.9 117.9 14.7 112 95 1-AD
TEST LOCATION: Phase 2, Mass Grading
1183
1184
1185
1186
1187
1188
1189
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
Retest of Test #1183 of this Report
Retest of Test #1185 of this Report
25' S and 35' E from NW Corner of Block E, Lot 32
25' S and 35' E from NW Corner of Block E, Lot 31
25' S and 35' E from NW Corner of Block E, Lot 29
DATETEST
NO.
25' S and 35' E from NW Corner of Block E, Lot 30
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
25' S and 35' E from NW Corner of Block E, Lot 33
D. Hinton
130127-57
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/09/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1190 03/09/13 EG-2.0 1 11.9 117.9 12.5 110 93 1-B
1191 03/09/13 EG-1.0 1 11.9 117.9 13.5 107 91 1-B
1192 03/09/13 EG-2.0 1 11.9 117.9 12.8 109 93 1-B
1193 03/09/13 EG-2.0 5 14.4 111.9 14.0 106 95 1-BC
1194 03/09/13 EG-1.0 5 14.4 111.9 12.9 108 96 1-C
1195 03/09/13 EG-2.0 5 14.4 111.9 13.5 107 95 1-C
1196 03/09/13 EG-2.0 1 11.9 117.9 11.2 118 100 1-AD
TEST LOCATION: Phase 2, Mass Grading
1190
1191
1192
1193
1194
1195
1196
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
130127-57A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' N and 25' W from SE Corner of Block E, Lot 3
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' N and 25' W from SE Corner of Block D, Lot 6
15' N and 25' W from SE Corner of Block E, Lot 5
Retest of Test #1190 of this Report
15' N and 25' W from SE Corner of Block D, Lot 7
15' N and 25' W from SE Corner of Block D, Lot 8
15' N and 25' W from SE Corner of Block E, 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: 03/09/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1197 03/09/13 EG-1.0 1 11.9 117.9 11.0 118 100 1-AD
1198 03/09/13 EG-2.0 1 11.9 117.9 11.8 116 98 1-AD
1199 03/09/13 EG-2.0 5 14.4 111.9 17.8 108 97 1-AD
1200 03/09/13 EG-1.0 5 14.4 111.9 18.1 107 96 1-AD
1201 03/09/13 EG-2.0 5 14.4 111.9 17.5 108 97 1-AD
1202 03/09/13 EG-2.0 1 11.9 117.9 10.8 119 101 1-A
1203 03/09/13 EG-1.0 1 11.9 117.9 11.0 117 99 1-A
TEST LOCATION: Phase 2, Mass Grading
1197
1198
1199
1200
1201
1202
1203
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
15' N and 25' W from SE Corner of Block E, Lot 29
15' N and 25' W from SE Corner of Block E, Lot 30
Retest of Test #1192 of this Report
Retest of Test #1193 of this Report
Retest of Test #1195 of this Report
DATETEST
NO.
Retest of Test #1194 of this Report
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Retest of Test #1191 of this Report
D. Hinton
130127-57B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/09/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1204 03/09/13 EG-2.0 7 15.1 110.1 18.6 105 95 1-A
1205 03/09/13 EG-1.0 7 15.1 110.1 19.0 106 96 1-A
1206 03/09/13 EG-2.0 7 15.1 110.1 18.3 106 96 1-A
1207 03/09/13 EG-5.0 4 18.1 104.8 21.4 103 98 1-A
1208 03/09/13 EG-4.0 4 18.1 104.8 22.9 103 98 1-A
1209 03/09/13 EG-3.0 4 18.1 104.8 20.6 102 97 1-A
1210 03/09/13 EG-5.0 4 18.1 104.8 20.2 102 97 1-A
TEST LOCATION: Phase 2, Mass Grading
1204
1205
1206
1207
1208
1209
1210
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
130127-57C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' N and 25' W from SE Corner of Block F, Lot 11
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' N and 25' W from SE Corner of Block E, Lot 31
15' N and 25' W from SE Corner of Block F, Lot 13
15' N and 25' W from SE Corner of Block F, Lot 14
15' N and 25' W from SE Corner of Block E, Lot 32
15' N and 25' W from SE Corner of Block E, Lot 33
15' N and 25' W from SE Corner of Block F, Lot 12
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: 03/09/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1211 03/09/13 EG-4.0 4 18.1 104.8 20.4 104 99 1-A
1212 03/09/13 EG-4.0 4 18.1 104.8 21.2 103 98 1-A
1213 03/09/13 EG-3.0 4 18.1 104.8 22.6 103 99 1-A
1214 03/09/13 EG-2.0 4 18.1 104.8 22.1 104 99 1-A
1215 03/09/13 EG-4.0 4 18.1 104.8 21.8 102 97 1-A
1216 03/09/13 EG-3.0 4 18.1 104.8 21.3 103 98 1-A
TEST LOCATION: Phase 2, Mass Grading
1211
1212
1213
1214
1215
1216
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
15' S and 20' E from NW Corner of Block F, Lot 15
15' S and 20' E from NW Corner of Block F, Lot 11
15' S and 20' E from NW Corner of Block F, Lot 12
15' S and 20' E from NW Corner of Block F, Lot 14
DATETEST
NO.
15' S and 20' E from NW Corner of Block F, Lot 13
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' N and 25' W from SE Corner of Block F, Lot 15
D. Hinton
130127-57D
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN: