Westhaven 2-LR130502TESTED FOR:DATE: 05/02/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2000 05/02/13 FG-5.0 7 15.1 110.1 18.2 109 99 1-A
2001 05/02/13 FG-4.0 7 15.1 110.1 18.0 108 98 1-A
2002 05/02/13 FG-3.0 7 15.1 110.1 18.5 108 98 1-A
2003 05/02/13 FG-2.0 7 15.1 110.1 16.7 111 101 1-A
2004 05/02/13 FG-1.0 7 15.1 110.1 18.7 106 96 1-A
2005 05/02/13 FG-8.0 7 15.1 110.1 17.4 110 100 1-A
2006 05/02/13 FG-7.0 7 15.1 110.1 18.1 109 99 1-A
TEST LOCATION: Phase 2 Utilities
2000
2001
2002
2003
2004
2005
2006
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
130127-93
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 11+10
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Sanitary Sewer Line A at Station 11+00
Sanitary Sewer Line A at Station 14+00
Sanitary Sewer Line A at Station 14+05
Sanitary Sewer Line A at Station 11+05
Sanitary Sewer Line A at Station 11+08
Sanitary Sewer Line A at Station 11+15
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: 05/02/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2007 05/02/13 FG-6.0 1 11.9 117.9 13.7 114 97 1-A
2008 05/02/13 FG-5.0 1 11.9 117.9 13.4 113 96 1-A
2009 05/02/13 FG-4.0 1 11.9 117.9 13.8 113 96 1-A
2010 05/02/13 FG-3.0 7 15.1 110.1 17.8 109 99 1-A
2011 05/02/13 FG-2.0 7 15.1 110.1 17.0 109 99 1-A
2012 05/02/13 FG-1.0 7 15.1 110.1 17.4 109 99 1-A
2013 05/02/13 FG-7.0 7 15.1 110.1 16.3 111 101 1-A
TEST LOCATION: Phase 2 Utilities
2007
2008
2009
2010
2011
2012
2013
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 14+20
Sanitary Sewer Line A at Station 16+00
Sanitary Sewer Line A at Station 14+10
Sanitary Sewer Line A at Station 14+12
Sanitary Sewer Line A at Station 14+16
DATETEST
NO.
Sanitary Sewer Line A at Station 14+15
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Sanitary Sewer Line A at Station 14+08
D. Hinton
130127-93A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 05/02/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2014 05/02/13 FG-6.0 7 15.1 110.1 16.7 110 100 1-A
2015 05/02/13 FG-5.0 7 15.1 110.1 17.3 108 98 1-A
2016 05/02/13 FG-4.0 7 15.1 110.1 17.7 107 97 1-A
2017 05/02/13 FG-3.0 7 15.1 110.1 17.8 107 97 1-A
2018 05/02/13 FG-2.0 7 15.1 110.1 18.4 106 96 1-A
2019 05/02/13 FG-1.0 7 15.1 110.1 17.8 109 99 1-A
TEST LOCATION: Phase 2 Utilities
2014
2015
2016
2017
2018
2019
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
130127-93B
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 16+12
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Sanitary Sewer Line A at Station 16+05
Sanitary Sewer Line A at Station 16+00
Sanitary Sewer Line A at Station 16+08
Sanitary Sewer Line A at Station 16+10
Sanitary Sewer Line A at Station 16+15
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