Westhaven 2-LR130522TESTED FOR:DATE: 05/22/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2209 05/22/13 FG-6.0 5 14.4 111.9 16.5 109 97 1-A
2210 05/22/13 FG-5.0 5 14.4 111.9 17.6 108 96 1-A
2211 05/22/13 FG-4.0 5 14.4 111.9 16.4 109 98 1-A
2212 05/22/13 FG-3.0 1 11.9 117.9 12.1 117 99 1-A
2213 05/22/13 FG-2.0 1 11.9 117.9 12.5 115 98 1-A
2214 05/22/13 FG-1.0 1 11.9 117.9 13.0 117 99 1-A
2215 05/22/13 FG-5.0 1 11.9 117.9 13.2 117 99 1-A
TEST LOCATION:
2209
2210
2211
2212
2213
2214
2215
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.
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
TEST
NO.
Sanitary Sewer Line J at Station 2+08
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Sanitary Sewer Line J at Station 2+00
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Irving, Texas
Sanitary Sewer Line J at Station 2+12
Sanitary Sewer Line J at Station 4+00
Sanitary Sewer Line J at Station 2+02
Sanitary Sewer Line J at Station 2+05
Sanitary Sewer Line J at Station 2+10
DATE
Don Hinton
130127-103
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
TESTED FOR:DATE: 05/22/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2216 05/22/13 FG-4.0 1 11.9 117.9 14.2 113 95 1-A
2217 05/22/13 FG-3.0 1 11.9 117.9 13.8 113 96 1-A
2218 05/22/13 FG-2.0 1 11.9 117.9 14.2 112 95 1-A
2219 05/22/13 FG-1.0 5 14.4 111.9 17.4 109 97 1-A
2220 05/22/13 FG-4.0 5 14.4 111.9 18.4 106 95 1-A
2221 05/22/13 FG-3.0 5 14.4 111.9 16.7 109 97 1-A
2222 05/22/13 FG-2.0 5 14.4 111.9 16.5 109 98 1-A
TEST LOCATION:
2216
2217
2218
2219
2220
2221
2222
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.
TECHNICIAN: Don Hinton
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
Standard Pacific Homes - Irving
Irving, Texas
Westhaven Phase 1 & 2 - Mass Grading 130127-103A
Coppell, Texas
Sanitary Sewer Line J at Station 4+08
Sanitary Sewer Line J at Station 4+10
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Sanitary Sewer Line J at Station 4+05
Sanitary Sewer Line J at Station 4+12
Sanitary Sewer Manhole on Line J at Station 5+85 - North
Sanitary Sewer Manhole on Line J at Station 5+85 - East
Sanitary Sewer Manhole on Line J at Station 5+85 - South
TESTED FOR:DATE: 05/22/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2223 05/22/13 FG-1.0 5 14.4 111.9 16.2 112 100 1-A
2224 05/22/13 FG-6.0 5 14.4 111.9 13.6 116 104 1-A
2225 05/22/13 FG-5.0 1 11.9 117.9 14.0 118 100 1-A
2226 05/22/13 FG-4.0 1 11.9 117.9 15.8 115 97 1-A
2227 05/22/13 FG-3.0 1 11.9 117.9 14.0 118 100 1-A
2228 05/22/13 FG-2.0 1 11.9 117.9 16.0 116 98 1-A
2229 05/22/13 FG-1.0 1 11.9 117.9 12.6 118 100 1-A
TEST LOCATION:
2223
2224
2225
2226
2227
2228
2229
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.
TECHNICIAN: Don Hinton
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
Standard Pacific Homes - Irving
Irving, Texas
Westhaven Phase 1 & 2 - Mass Grading 130127-103B
Coppell, Texas
Sanitary Sewer Line K at Station 1+75
Sanitary Sewer Line K at Station 1+78
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Sanitary Sewer Manhole on Line J at Station 5+85 - West
Sanitary Sewer Line K at Station 1+80
Sanitary Sewer Line K at Station 1+82
Sanitary Sewer Line K at Station 1+85
Sanitary Sewer Line K at Station 1+88
TESTED FOR:DATE: 05/22/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2230 05/22/13 FG-4.0 2 9.2 124.4 12.1 121 97 1-A
2231 05/22/13 FG-3.0 2 9.2 124.4 11.6 122 98 1-A
2232 05/22/13 FG-2.0 2 9.2 124.4 12.9 119 96 1-A
2233 05/22/13 FG-1.0 2 9.2 124.4 12.6 118 95 1-A
2234 05/22/13 FG-7.0 1 11.9 117.9 13.4 118 100 1-A
2235 05/22/13 FG-6.0 1 11.9 117.9 13.6 117 99 1-A
2236 05/22/13 FG-5.0 1 11.9 117.9 13.7 117 99 1-A
TEST LOCATION:
2230
2231
2232
2233
2234
2235
2236
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.
TECHNICIAN: Don Hinton
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
Standard Pacific Homes - Irving
Irving, Texas
Westhaven Phase 1 & 2 - Mass Grading 130127-103C
Coppell, Texas
Sanitary Sewer Manhole on Line J at Station 3+51 - East
Sanitary Sewer Manhole on Line J at Station 3+51 - South
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Sanitary Sewer Manhole on Line J at Station 3+51 - North
Sanitary Sewer Manhole on Line J at Station 3+51 - West
Sanitary Sewer Line L at Station 1+75
Sanitary Sewer Line L at Station 1+78
Sanitary Sewer Line L at Station 1+80
TESTED FOR:DATE: 05/22/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2237 05/22/13 FG-4.0 1 11.9 117.9 14.2 114 97 1-A
2238 05/22/13 FG-3.0 1 11.9 117.9 15.7 113 96 1-A
2239 05/22/13 FG-2.0 1 11.9 117.9 15.2 116 99 1-A
2240 05/22/13 FG-1.0 1 11.9 117.9 15.1 116 98 1-A
2241 05/22/13 FG-5.0 1 11.9 117.9 13.1 118 100 1-A
2242 05/22/13 FG-4.0 1 11.9 117.9 12.8 119 101 1-A
2243 05/22/13 FG-3.0 1 11.9 117.9 13.6 117 99 1-A
TEST LOCATION:
2237
2238
2239
2240
2241
2242
2243
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.
TECHNICIAN: Don Hinton
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
Standard Pacific Homes - Irving
Irving, Texas
Westhaven Phase 1 & 2 - Mass Grading 130127-103D
Coppell, Texas
Sanitary Sewer Line L at Station 1+85
Sanitary Sewer Line L at Station 1+88
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Sanitary Sewer Line L at Station 1+82
Sanitary Sewer Line L at Station 1+90
Sanitary Sewer Manhole on Line L at Station 3+18 - North
Sanitary Sewer Manhole on Line L at Station 3+18 - East
Sanitary Sewer Manhole on Line L at Station 3+18 - West
TESTED FOR:DATE: 05/22/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2244 05/22/13 FG-2.0 1 11.9 117.9 12.8 116 99 1-A
2245 05/22/13 FG-8.0 1 11.9 117.9 12.8 117 99 1-A
2246 05/22/13 FG-7.0 1 11.9 117.9 13.0 117 99 1-A
2247 05/22/13 FG-6.0 1 11.9 117.9 12.2 118 100 1-A
2248 05/22/13 FG-5.0 1 11.9 117.9 11.9 118 100 1-A
2249 05/22/13 FG-4.0 1 11.9 117.9 13.0 119 101 1-A
2250 05/22/13 FG-3.0 1 11.9 117.9 13.1 114 97 1-A
TEST LOCATION:
2244
2245
2246
2247
2248
2249
2250
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.
TECHNICIAN: Don Hinton
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
Standard Pacific Homes - Irving
Irving, Texas
Westhaven Phase 1 & 2 - Mass Grading 130127-103E
Coppell, Texas
Sanitary Sewer Line L at Station 4+50
Sanitary Sewer Line L at Station 4+52
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Sanitary Sewer Manhole on Line L at Station 3+18 - South
Sanitary Sewer Line L at Station 4+55
Sanitary Sewer Line L at Station 4+58
Sanitary Sewer Line L at Station 4+60
Sanitary Sewer Line L at Station 4+62