Westhaven 2-LR130503TESTED FOR:DATE: 05/03/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1986 05/03/13 FG-7.0 7 15.1 110.1 18.1 107 97 1-A
1987 05/03/13 FG-6.0 7 15.1 110.1 17.7 107 97 1-A
1988 05/03/13 FG-5.0 7 15.1 110.1 17.6 108 98 1-A
1989 05/03/13 FG-4.0 7 15.1 110.1 17.2 109 99 1-A
1990 05/03/13 FG-3.0 7 15.1 110.1 17.9 108 98 1-A
1991 05/03/13 FG-2.0 7 15.1 110.1 18.5 108 98 1-A
1992 05/03/13 FG-1.0 7 15.1 110.1 18.6 106 97 1-A
TEST LOCATION:Phase 2 Utilities
1986
1987
1988
1989
1990
1991
1992
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
130127-92
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 E, Pad 30
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Sanitary Sewer Service to Block E, Pad 30
Sanitary Sewer Service to Block E, Pad 30
Sanitary Sewer Service to Block E, Pad 30
Sanitary Sewer Service to Block E, Pad 30
Sanitary Sewer Service to Block E, Pad 30
Sanitary Sewer Service to Block E, Pad 30
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: 05/03/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1993 05/03/13 FG-8.0 1 11.9 117.9 15.2 113 96 1-A
1994 05/03/13 FG-7.0 5 14.4 111.9 17.5 111 100 1-A
1995 05/03/13 FG-6.0 5 14.4 111.9 18.0 111 99 1-A
1996 05/03/13 FG-5.0 5 14.4 111.9 18.2 110 98 1-A
1997 05/03/13 FG-4.0 5 14.4 111.9 17.4 109 98 1-A
1998 05/03/13 FG-3.0 5 14.4 111.9 17.8 108 96 1-A
1999 05/03/13 FG-2.0 5 14.4 111.9 16.7 109 98 1-A
TEST LOCATION:Phase 2 Utilities
1993
1994
1995
1996
1997
1998
1999
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 18+12
Sanitary Sewer Line A at Station 18+15
Sanitary Sewer Line A at Station 18+02
Sanitary Sewer Line A at Station 18+05
Sanitary Sewer Line A at Station 18+10
DATETEST
NO.
Sanitary Sewer Line A at Station 18+08
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Sanitary Sewer Line A at Station 18+00
Don Hinton
130127-92A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN: