Westhaven 2-LR130506 (3)TESTED FOR:DATE: 05/06/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2020 05/06/13 FG-7.0 5 14.4 111.9 18.0 110 98 1-A
2021 05/06/13 FG-6.0 5 14.4 111.9 17.1 109 98 1-A
2022 05/06/13 FG-5.0 5 14.4 111.9 18.4 109 97 1-A
2023 05/06/13 FG-4.0 5 14.4 111.9 18.1 107 96 1-A
2024 05/06/13 FG-3.0 5 14.4 111.9 17.2 111 99 1-A
2025 05/06/13 FG-2.0 5 14.4 111.9 17.3 112 100 1-A
2026 05/06/13 FG-1.0 5 14.4 111.9 18.3 110 98 1-A
TEST LOCATION:
2020
2021
2022
2023
2024
2025
2026
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.
Don Hinton
130127-94
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 at Station 20+10
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Sanitary Sewer Line at Station 20+00
Sanitary Sewer Line at Station 20+15
Sanitary Sewer Line at Station 20+18
Sanitary Sewer Line at Station 20+05
Sanitary Sewer Line at Station 20+08
Sanitary Sewer Line at Station 20+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: 05/06/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2027 05/06/13 FG-7.0 1 11.9 117.9 14.5 116 98 1-A
2028 05/06/13 FG-6.0 1 11.9 117.9 13.2 114 97 1-A
2029 05/06/13 FG-5.0 1 11.9 117.9 13.3 114 96 1-A
2030 05/06/13 FG-4.0 1 11.9 117.9 15.2 116 98 1-A
2031 05/06/13 FG-3.0 1 11.9 117.9 12.5 116 99 1-A
2032 05/06/13 FG-2.0 1 11.9 117.9 11.9 118 100 1-A
2033 05/06/13 FG-1.0 1 11.9 117.9 12.2 116 98 1-A
TEST LOCATION:
2027
2028
2029
2030
2031
2032
2033
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 at Station 17+41 - East
Sanitary Sewer Manhole at Station 17+41 - West
Sanitary Sewer Manhole at Station 17+41 - East
Sanitary Sewer Manhole at Station 17+41 - West
Sanitary Sewer Manhole at Station 17+41 - North
DATETEST
NO.
Sanitary Sewer Manhole at Station 17+41 - South
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Sanitary Sewer Manhole at Station 17+41 - North
Don Hinton
130127-94A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 05/06/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2034 05/06/13 FG-7.0 1 11.9 117.9 13.2 115 98 1-A
2035 05/06/13 FG-6.0 1 11.9 117.9 11.9 116 99 1-A
2036 05/06/13 FG-5.0 1 11.9 117.9 15.5 113 96 1-A
2037 05/06/13 FG-4.0 1 11.9 117.9 15.0 113 96 1-A
2038 05/06/13 FG-3.0 5 14.4 111.9 17.3 112 100 1-A
2039 05/06/13 FG-2.0 5 14.4 111.9 17.5 109 97 1-A
2040 05/06/13 FG-1.0 5 14.4 111.9 18.0 108 97 1-A
TEST LOCATION:
2034
2035
2036
2037
2038
2039
2040
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.
Don Hinton
130127-94B
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 22+10
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Sanitary Sewer Line A at Station 22+00
Sanitary Sewer Line A at Station 22+15
Sanitary Sewer Line A at Station 22+20
Sanitary Sewer Line A at Station 22+05
Sanitary Sewer Line A at Station 22+08
Sanitary Sewer Line A at Station 22+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