Westhaven 2-LR130304TESTED FOR:DATE: 03/04/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
932 03/04/13 FG-5.0 1 11.9 117.9 11.9 117 99 1-A
933 03/04/13 FG-4.0 1 11.9 117.9 13.3 114 97 1-A
934 03/04/13 FG-5.0 1 11.9 117.9 13.3 114 96 1-A
935 03/04/13 FG-4.0 1 11.9 117.9 12.7 115 98 1-A
936 03/04/13 FG-5.0 1 11.9 117.9 12.8 117 99 1-A
937 03/04/13 FG-4.0 2 9.2 124.4 12.2 120 96 1-A
938 03/04/13 FG-5.0 2 9.2 124.4 13.2 113 91 1-B
TEST LOCATION:
932
933
934
935
936
937
938
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
130127-50
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
20' N and 40' W from the SE Corner of Block B, Pad 40
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' N and 40' W from the SE Corner of Block B, Pad 37
20' N and 40' W from the SE Corner of Block B, Pad 42
20' N and 40' W from the SE Corner of Block B, Pad 43
20' N and 40' W from the SE Corner of Block B, Pad 38
20' N and 40' W from the SE Corner of Block B, Pad 39
20' N and 40' W from the SE Corner of Block B, Pad 41
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: 03/04/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
939 03/04/13 FG-4.0 1 11.9 117.9 14.3 115 98 1-A
940 03/04/13 FG-5.0 1 11.9 117.9 11.2 112 95 1-A
941 03/04/13 FG-4.0 1 11.9 117.9 15.0 116 99 1-A
942 03/04/13 FG-5.0 1 11.9 117.9 13.5 115 97 1-A
943 03/04/13 FG-4.0 1 11.9 117.9 14.0 114 97 1-A
944 03/04/13 FG-5.0 2 9.2 124.4 11.8 118 95 1-AD
945 03/04/13 FG-4.0 2 9.2 124.4 11.0 120 97 1-A
TEST LOCATION:
939
940
941
942
943
944
945
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
Retest of Test #938 of this Report
15' S and 25' E from the NW Corner of Block B, Pad 37
20' N and 40' W from the SE Corner of Block B, Pad 45
20' N and 40' W from the SE Corner of Block B, Pad 46
20' N and 40' W from the SE Corner of Block B, Pad 48
DATETEST
NO.
20' N and 40' W from the SE Corner of Block B, Pad 47
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' N and 40' W from the SE Corner of Block B, Pad 44
Don Hinton
130127-50A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/04/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
946 03/04/13 FG-3.0 2 9.2 124.4 11.9 119 95 1-A
947 03/04/13 FG-4.0 2 9.2 124.4 11.0 121 97 1-A
948 03/04/13 FG-3.0 4 18.1 104.8 21.2 102 97 1-A
949 03/04/13 FG-4.0 4 18.1 104.8 20.3 104 99 1-A
950 03/04/13 FG-3.0 4 18.1 104.8 20.6 105 101 1-A
951 03/04/13 FG-4.0 4 18.1 104.8 21.3 104 99 1-A
952 03/04/13 FG-3.0 7 15.1 110.1 19.7 106 96 1-A
TEST LOCATION:
946
947
948
949
950
951
952
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
130127-50B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' S and 25' E from the NW Corner of Block B, Pad 41
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 25' E from the NW Corner of Block B, Pad 38
15' S and 25' E from the NW Corner of Block B, Pad 43
15' S and 25' E from the NW Corner of Block B, Pad 44
15' S and 25' E from the NW Corner of Block B, Pad 39
15' S and 25' E from the NW Corner of Block B, Pad 40
15' S and 25' E from the NW Corner of Block B, Pad 42
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: 03/04/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
953 03/04/13 FG-4.0 7 15.1 110.1 17.7 109 99 1-A
954 03/04/13 FG-3.0 7 15.1 110.1 18.0 107 97 1-A
955 03/04/13 FG-4.0 7 15.1 110.1 17.5 109 99 1-A
956 03/04/13 FG-3.0 7 15.1 110.1 17.0 109 99 1-A
957 03/04/13 FG-3.0 1 11.9 117.9 14.8 115 97 1-A
958 03/04/13 FG-2.0 1 11.9 117.9 12.0 117 99 1-A
959 03/04/13 FG-3.0 1 11.9 117.9 13.0 115 98 1-A
TEST LOCATION:
953
954
955
956
957
958
959
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
10' N and 15' W from the SE Corner of Block B, Pad 38
10' N and 15' W from the SE Corner of Block B, Pad 39
15' S and 25' E from the NW Corner of Block B, Pad 46
15' S and 25' E from the NW Corner of Block B, Pad 47
10' N and 15' W from the SE Corner of Block B, Pad 37
DATETEST
NO.
15' S and 25' E from the NW Corner of Block B, Pad 48
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' S and 25' E from the NW Corner of Block B, Pad 45
Don Hinton
130127-50C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/04/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
960 03/04/13 FG-2.0 1 11.9 117.9 13.5 114 97 1-A
961 03/04/13 FG-3.0 1 11.9 117.9 14.6 117 99 1-A
962 03/04/13 FG-2.0 1 11.9 117.9 13.8 117 99 1-A
963 03/04/13 FG-3.0 1 11.9 117.9 12.6 116 98 1-A
964 03/04/13 FG-2.0 1 11.9 117.9 15.7 113 96 1-A
965 03/04/13 FG-3.0 1 11.9 117.9 14.8 114 97 1-A
966 03/04/13 FG-2.0 1 11.9 117.9 14.0 114 96 1-A
TEST LOCATION:
960
961
962
963
964
965
966
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
130127-50D
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
10' N and 15' W from the SE Corner of Block B, Pad 43
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
10' N and 15' W from the SE Corner of Block B, Pad 40
10' N and 15' W from the SE Corner of Block B, Pad 45
10' N and 15' W from the SE Corner of Block B, Pad 46
10' N and 15' W from the SE Corner of Block B, Pad 41
10' N and 15' W from the SE Corner of Block B, Pad 42
10' N and 15' W from the SE Corner of Block B, Pad 44
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: 03/04/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
967 03/04/13 FG-3.0 5 14.4 111.9 16.4 107 96 1-A
968 03/04/13 FG-2.0 5 14.4 111.9 16.5 109 97 1-A
969 03/04/13 FG-0.5 4 18.1 104.8 23.7 99 94 1-A
970 03/04/13 FG 4 18.1 104.8 23.5 98 93 1-A
971 03/04/13 FG-0.5 4 18.1 104.8 23.3 100 95 1-A
972 03/04/13 FG 4 18.1 104.8 23.2 101 96 1-A
TEST LOCATION:
967
968
969
970
971
972
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
45' N and 20' W from the SE Corner of Block M, Pad 12 - Phase I - Moisture
12' N and 18' W from the SE Corner of Block B, Pad 48
45' N and 20' W from the SE Corner of Block M, Pad 9 - Phase I - Moisture
45' N and 20' W from the SE Corner of Block M, Pad 11 - Phase I - Moisture
DATETEST
NO.
45' N and 20' W from the SE Corner of Block M, Pad 10 - Phase I - Moisture
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
12' N and 18' W from the SE Corner of Block B, Pad 47
Don Hinton
130127-50E
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN: