Westhaven 2-LR130513TESTED FOR:DATE: 05/13/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2112 05/13/13 FG-5.0 8 13.1 113.7 14.6 113 99 1-A
2113 05/13/13 FG-4.0 8 13.1 113.7 14.8 112 98 1-A
2114 05/13/13 FG-3.0 8 13.1 113.7 17.4 109 96 1-A
2115 05/13/13 FG-2.0 8 13.1 113.7 13.6 113 100 1-A
2116 05/13/13 FG-1.0 8 13.1 113.7 14.9 113 99 1-A
2117 05/13/13 FG-5.0 8 13.1 113.7 14.0 115 101 1-A
2118 05/13/13 FG-4.0 8 13.1 113.7 17.3 109 96 1-A
TEST LOCATION:
2112
2113
2114
2115
2116
2117
2118
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
130127-99
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
Sanitary Sewer Line A at Station 27+58
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Sanitary Sewer Line A at Station 27+50
Sanitary Sewer Line A at Station 30+00
Sanitary Sewer Line A at Station 30+02
Sanitary Sewer Line A at Station 27+52
Sanitary Sewer Line A at Station 27+55
Sanitary Sewer Line A at Station 27+60
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: 05/13/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2119 05/13/13 FG-3.0 8 13.1 113.7 14.3 113 99 1-A
2120 05/13/13 FG-2.0 8 13.1 113.7 17.4 108 95 1-A
2121 05/13/13 FG-1.0 8 13.1 113.7 16.4 110 96 1-A
2122 05/13/13 FG-5.0 8 13.1 113.7 16.1 111 98 1-A
2123 05/13/13 FG-4.0 8 13.1 113.7 17.2 109 96 1-A
2124 05/13/13 FG-3.0 5 14.4 111.9 17.4 109 97 1-A
2125 05/13/13 FG-2.0 5 14.4 111.9 16.7 110 98 1-A
TEST LOCATION:
2119
2120
2121
2122
2123
2124
2125
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 A at Station 32+55
Sanitary Sewer Line A at Station 32+58
Sanitary Sewer Line A at Station 30+08
Sanitary Sewer Line A at Station 30+10
Sanitary Sewer Line A at Station 32+52
DATETEST
NO.
Sanitary Sewer Line A at Station 32+50
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Sanitary Sewer Line A at Station 30+05
D. Hinton
130127-99A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 05/13/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2126 05/13/13 FG-1.0 5 14.4 111.9 18.3 108 97 1-A
2127 05/13/13 FG-5.0 6 18.6 102.8 22.2 100 97 1-A
2128 05/13/13 FG-4.0 6 18.6 102.8 21.0 102 99 1-A
2129 05/13/13 FG-3.0 6 18.6 102.8 20.9 100 98 1-A
2130 05/13/13 FG-2.0 6 18.6 102.8 19.6 102 99 1-A
2131 05/13/13 FG-1.0 6 18.6 102.8 20.5 102 100 1-A
TEST LOCATION:
2126
2127
2128
2129
2130
2131
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
130127-99B
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 A at Station 34+99, South Side
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Sanitary Sewer Line A at Station 32+10
Sanitary Sewer Manhole Line A at Station 34+99, North Side
Sanitary Sewer Manhole Line A at Station 34+99, North Side
Sanitary Sewer Manhole Line A at Station 34+99, East Side
Sanitary Sewer Manhole Line A at Station 34+99, West 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