Westhaven 2-LR130510TESTED FOR:DATE: 05/10/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2069 05/10/13 FG-5.0 1 11.9 117.9 12.4 113 96 1-A
2070 05/10/13 FG-4.0 1 11.9 117.9 13.1 113 96 1-A
2071 05/10/13 FG-3.0 1 11.9 117.9 13.1 116 98 1-A
2072 05/10/13 FG-2.0 1 11.9 117.9 12.2 117 99 1-A
2073 05/10/13 FG-1.0 1 11.9 117.9 13.1 116 98 1-A
2074 05/10/13 FG-4.0 1 11.9 117.9 11.7 117 99 1-A
2075 05/10/13 FG-3.0 1 11.9 117.9 12.1 117 99 1-A
TEST LOCATION:Utilities Phase 1
2069
2070
2071
2072
2073
2074
2075
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.
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
TEST
NO.
Sanitary Sewer Line B at Station 7+08
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Sanitary Sewer Line B at Station 7+00
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Irving, Texas
Sanitary Sewer Line B at Station 9+00
Sanitary Sewer Line B at Station 9+05
Sanitary Sewer Line B at Station 7+02
Sanitary Sewer Line B at Station 7+05
Sanitary Sewer Line B at Station 7+10
DATE
Don Hinton
130127-97
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
TESTED FOR:DATE: 05/10/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2076 05/10/13 FG-2.0 1 11.9 117.9 14.4 115 98 1-A
2077 05/10/13 FG-1.0 1 11.9 117.9 12.5 118 100 1-A
2078 05/10/13 FG 1 11.9 117.9 13.6 114 97 1-A
2079 05/10/13 FG-5.0 1 11.9 117.9 12.6 116 98 1-A
2080 05/10/13 FG-4.0 8 13.7 113.7 15.2 113 100 1-A
2081 05/10/13 FG-3.0 8 13.7 113.7 14.2 113 99 1-A
2082 05/10/13 FG-2.0 8 13.7 113.7 14.3 112 98 1-A
TEST LOCATION:Utilities Phase 1
2076
2077
2078
2079
2080
2081
2082
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.
TECHNICIAN: Don Hinton
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Standard Pacific Homes - Irving
Irving, Texas
Westhaven Phase 1 & 2 - Mass Grading 130127-97A
Coppell, Texas
Sanitary Sewer Line B at Station 9+10
Sanitary Sewer Line B at Station 9+12
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Sanitary Sewer Line B at Station 9+08
Sanitary Sewer Line C at Station 1+50
Sanitary Sewer Line C at Station 1+52
Sanitary Sewer Line C at Station 1+55
Sanitary Sewer Line C at Station 1+58
TESTED FOR:DATE: 05/10/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2083 05/10/13 FG-1.0 8 13.7 113.7 15.4 109 96 1-A
2084 05/10/13 FG-6.0 8 13.7 113.7 15.6 112 99 1-A
2085 05/10/13 FG-5.0 8 13.7 113.7 16.0 114 100 1-A
2086 05/10/13 FG-4.0 8 13.7 113.7 15.3 113 99 1-A
2087 05/10/13 FG-3.0 1 11.9 117.9 14.0 115 98 1-A
2088 05/10/13 FG-2.0 1 11.9 117.9 13.7 115 98 1-A
2089 05/10/13 FG-1.0 1 11.9 117.9 13.2 117 99 1-A
TEST LOCATION:Utilities Phase 1
2083
2084
2085
2086
2087
2088
2089
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.
TECHNICIAN: Don Hinton
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Standard Pacific Homes - Irving
Irving, Texas
Westhaven Phase 1 & 2 - Mass Grading 130127-97B
Coppell, Texas
Sanitary Sewer Line C at Station 3+00
Sanitary Sewer Line C at Station 3+02
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Sanitary Sewer Line C at Station 1+60
Sanitary Sewer Line C at Station 3+05
Sanitary Sewer Line C at Station 3+08
Sanitary Sewer Line C at Station 3+10
Sanitary Sewer Line C at Station 3+12
TESTED FOR:DATE: 05/10/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2090 05/10/13 FG-5.0 1 11.9 117.9 12.6 118 100 1-A
2091 05/10/13 FG-4.0 1 11.9 117.9 12.8 117 99 1-A
2092 05/10/13 FG-3.0 1 11.9 117.9 13.2 115 98 1-A
2093 05/10/13 FG-2.0 1 11.9 117.9 13.0 116 98 1-A
2094 05/10/13 FG-1.0 1 11.9 117.9 14.0 114 97 1-A
2095 05/10/13 FG-4.0 1 11.9 117.9 13.3 116 98 1-A
2096 05/10/13 FG-3.0 1 11.9 117.9 13.9 115 97 1-A
TEST LOCATION:Utilities Phase 1
2090
2091
2092
2093
2094
2095
2096
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.
TECHNICIAN: Don Hinton
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Standard Pacific Homes - Irving
Irving, Texas
Westhaven Phase 1 & 2 - Mass Grading 130127-97C
Coppell, Texas
Sanitary Sewer Line C at Station 5+03
Sanitary Sewer Line C at Station 5+08
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Sanitary Sewer Line C at Station 5+00
Sanitary Sewer Line C at Station 5+10
Sanitary Sewer Line C at Station 5+12
Sanitary Sewer Line C at Station 6+10
Sanitary Sewer Line C at Station 6+15
TESTED FOR:DATE: 05/10/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2097 05/10/13 FG-2.0 1 11.9 117.9 13.9 117 99 1-A
2098 05/10/13 FG-1.0 1 11.9 117.9 13.7 116 99 1-A
TEST LOCATION:Utilities Phase 1
2097
2098
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.
TECHNICIAN: Don Hinton
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Standard Pacific Homes - Irving
Irving, Texas
Westhaven Phase 1 & 2 - Mass Grading 130127-97D
Coppell, Texas
Sanitary Sewer Line C at Station 6+20
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Sanitary Sewer Line C at Station 6+18