Westhaven-LR130502 ALPHA \ T E S T I N G REPORT OF FIELD
2209 Wisconsin Street,Suite 100
COMPACTION TESTS
Dallas,Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No.813
TESTED FOR: Standard Pacific Homes- Irving DATE: 05/02/13
Irving, Texas
PROJECT: Westhaven Phase 1 &2-Mass Grading OUR REPORT NO.: 130127-93A
Coppell,Texas
TEST DATA: TECHNICIAN: D. Hinton
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF % PCF COMPACTION
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 Sanitary Sewer Line A at Station 14+08
2008 Sanitary Sewer Line A at Station 14+10
2009 Sanitary Sewer Line A at Station 14+12
2010 Sanitary Sewer Line A at Station 14+15
2011 Sanitary Sewer Line A at Station 14+16
2012 Sanitary Sewer Line A at Station 14+20
2013 Sanitary Sewer Line A at Station 16+00
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
AttefAbushakra,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.
ALPHA /\ TESTING REPORT OF FIELD
2209 Wisconsin Street, Suite 100
COMPACTION TESTS
Dallas,Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No.813
TESTED FOR: Standard Pacific Homes- Irving DATE: 05/02/13
Irving, Texas
PROJECT: Westhaven Phase 1 &2-Mass Grading OUR REPORT NO.: 130127-93
Coppell, Texas
TEST DATA: TECHNICIAN: D. Hinton
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF % PCF COMPACTION
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 Sanitary Sewer Line A at Station 11+00
2001 Sanitary Sewer Line A at Station 11+05
2002 Sanitary Sewer Line A at Station 11+08
2003 Sanitary Sewer Line A at Station 11+10
2004 Sanitary Sewer Line A at Station 11+15
2005 Sanitary Sewer Line A at Station 14+00
2006 Sanitary Sewer Line A at Station 14+05
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
p
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.
ALPHA \ TESTING REPORT OF FIELD
2209 Wisconsin Street,Suite 100 COMPACTION TESTS
Dallas,Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Standard Pacific Homes-Irving DATE: 05/02/13
Irving, Texas
PROJECT: Westhaven Phase 1 &2-Mass Grading OUR REPORT NO.: 130127-93B
Coppell, Texas
TEST DATA: TECHNICIAN: D. Hinton
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
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 Sanitary Sewer Line A at Station 16+05
2015 Sanitary Sewer Line A at Station 16+08
2016 Sanitary Sewer Line A at Station 16+10
2017 Sanitary Sewer Line A at Station 16+12
2018 Sanitary Sewer Line A at Station 16+15
2019 Sanitary Sewer Line A at Station 16+00
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.