Westhaven 2-LR130511TESTED FOR:DATE: 05/11/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2099 05/11/13 FG-4.0 1 11.9 117.9 13.2 116 98 1-A
2100 05/11/13 FG-3.0 1 11.9 117.9 14.5 118 100 1-A
2101 05/11/13 FG-2.0 1 11.9 117.9 13.0 118 100 1-A
2102 05/11/13 FG-1.0 1 11.9 117.9 13.8 118 100 1-A
2103 05/11/13 FG-4.0 1 11.9 117.9 15.0 114 97 1-A
2104 05/11/13 FG-3.0 1 11.9 117.9 13.5 115 97 1-A
2105 05/11/13 FG-2.0 1 11.9 117.9 14.7 114 96 1-A
TEST LOCATION:
2099
2100
2101
2102
2103
2104
2105
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
130127-98
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
Sanitary Sewer Service to Block M, Lot 21
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Sanitary Sewer Service to Block M, Lot 21
Sanitary Sewer Service to Block M, Lot 18
Sanitary Sewer Service to Block M, Lot 18
Sanitary Sewer Service to Block M, Lot 21
Sanitary Sewer Service to Block M, Lot 21
Sanitary Sewer Service to Block M, Lot 18
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: 05/11/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2106 05/11/13 FG-1.0 1 11.9 117.9 15.5 114 97 1-A
2107 05/11/13 FG-5.0 1 11.9 117.9 13.0 116 98 1-A
2108 05/11/13 FG-4.0 1 11.9 117.9 14.5 114 97 1-A
2109 05/11/13 FG-3.0 1 11.9 117.9 15.0 114 96 1-A
2110 05/11/13 FG-2.0 1 11.9 117.9 14.0 117 99 1-A
2111 05/11/13 FG-1.0 1 11.9 117.9 13.1 118 100 1-A
TEST LOCATION:
2106
2107
2108
2109
2110
2111
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 Manhole on Line A @ Station 21+13, North
Sanitary Sewer Manhole on Line A @ Station 21+13, North
Sanitary Sewer Manhole on Line A @ Station 21+13, East
Sanitary Sewer Manhole on Line A @ Station 21+13, West
DATETEST
NO.
Sanitary Sewer Manhole on Line A @ Station 21+13, South
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Sanitary Sewer Service to Block M, Lot 18
D. Hinton
130127-98A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN: