Westhaven 2-LR130506TESTED FOR:DATE: 05/16/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2132 05/16/13 FG-5.0 5 14.4 111.9 17.1 109 97 1-A
2133 05/16/13 FG-4.0 5 14.4 111.9 16.7 109 98 1-A
2134 05/16/13 FG-3.0 5 14.4 111.9 14.9 108 96 1-A
2135 05/16/13 FG-2.0 5 14.4 111.9 17.9 111 99 1-A
2136 05/16/13 FG-1.0 5 14.4 111.9 17.7 112 100 1-A
2137 05/16/13 FG-5.0 5 14.4 111.9 17.4 109 98 1-A
2138 05/16/13 FG-4.0 5 14.4 111.9 18.0 107 96 1-A
TEST LOCATION:
2132
2133
2134
2135
2136
2137
2138
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
Sanitary Sewer Line D at Station 4+00
Sanitary Sewer Line D at Station 4+02
Sanitary Sewer Line D at Station 2+02
Sanitary Sewer Line D at Station 2+05
Sanitary Sewer Line D at Station 2+40
DATETEST
NO.
Sanitary Sewer Line D at Station 2+08
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Sanitary Sewer Line D at Station 2+00
D. Hinton
130127-100
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 05/16/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2139 05/16/13 FG-3.0 5 14.4 111.9 17.8 109 98 1-A
2140 05/16/13 FG-2.0 5 14.4 111.9 17.5 112 100 1-A
2141 05/16/13 FG-1.0 5 14.4 111.9 17.2 110 98 1-A
2142 05/16/13 FG-4.0 5 14.4 111.9 17.5 109 97 1-A
2143 05/16/13 FG-3.0 5 14.4 111.9 17.1 111 99 1-A
2144 05/16/13 FG-2.0 7 15.1 110.1 18.6 108 98 1-A
2145 05/16/13 FG-1.0 7 15.1 110.1 18.3 110 100 1-A
TEST LOCATION:
2139
2140
2141
2142
2143
2144
2145
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
130127-100A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
Sanitary Sewer Manhole Line D at Station 1+00, North Side
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Sanitary Sewer Line D at Station 4+05
Sanitary Sewer Manhole Line D at Station 1+00, South Side
Sanitary Sewer Manhole Line D at Station 1+00, West Side
Sanitary Sewer Line D at Station 4+08
Sanitary Sewer Line D at Station 4+10
Sanitary Sewer Manhole Line D at Station 1+00, East Side
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