Westhaven 2-LR130225TESTED FOR:DATE: 02/25/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
844 02/25/13 SG 4 18.1 104.8 23.9 101 96 2-A
845 02/25/13 FG-4.5 4 18.1 104.8 24.0 98 94 1-A
846 02/25/13 FG-4.0 4 18.1 104.8 24.3 98 94 1-A
847 02/25/13 FG-3.5 4 18.1 104.8 23.5 100 96 1-A
848 02/25/13 FG-3.0 4 18.1 104.8 23.8 101 96 1-A
849 02/25/13 SG 4 18.1 104.8 23.5 100 95 2-A
850 02/25/13 FG-4.5 4 18.1 104.8 24.1 101 96 1-A
TEST LOCATION:
844
845
846
847
848
849
850
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
130127-47
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
40' N and 20' E from the SW Corner of Block M, Pad 9
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
35' N and 25' W from the SE Corner of Block M, Pad 9
60' N and 20' W from the SE Corner of Block M, Pad 10
35' S and 15' E from the NW Corner of Block M, Pad 10
20' S and 20' E from the SW Corner of Block M, Pad 9
45' S and 15' W from the NE Corner of Block M, Pad 9
55' S and 25' W from the NE Corner of Block M, Pad 9
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: 02/25/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
851 02/25/13 FG-4.0 4 18.1 104.8 24.3 100 96 1-A
852 02/25/13 FG-3.5 4 18.1 104.8 24.5 98 94 1-A
853 02/25/13 FG-3.0 4 18.1 104.8 24.1 100 95 1-A
854 02/25/13 FG-2.5 4 18.1 104.8 23.3 100 95 1-A
855 02/25/13 FG-2.5 4 18.1 104.8 23.0 101 96 1-A
856 02/25/13 FG-2.0 4 18.1 104.8 24.6 99 94 1-A
857 02/25/13 FG-2.0 4 18.1 104.8 23.9 100 95 1-A
TEST LOCATION:
851
852
853
854
855
856
857
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
40' N and 20' E from the SW Corner of Block M, Pad 9
30' N and 20' E from the SW Corner of Block M, Pad 10
35' S and 15' W from the NE Corner of Block M, Pad 10
55' S and 20' E from the SW Corner of Block M, Pad 10
60' N and 25' W from the SE Corner of Block M, Pad 10
DATETEST
NO.
35' S and 20' W from the NE Corner of Block M, Pad 9
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
45' N and 25' E from the SW Corner of Block M, Pad 10
Don Hinton
130127-47A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/25/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
858 02/25/13 FG-5.0 4 18.1 104.8 21.8 101 96 1-A
859 02/25/13 FG-4.0 4 18.1 104.8 20.6 103 99 1-A
860 02/25/13 FG-5.0 4 18.1 104.8 20.8 103 98 1-A
861 02/25/13 FG-4.0 4 18.1 104.8 22.0 102 97 1-A
862 02/25/13 FG-4.0 4 18.1 104.8 21.0 102 97 1-A
863 02/25/13 FG-3.0 4 18.1 104.8 21.4 102 97 1-A
864 02/25/13 FG-1.0 4 18.1 104.8 21.5 104 100 1-A
TEST LOCATION:Paving Phase I
858
859
860
861
862
863
864
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
130127-47B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
Spring Lake Way at Station 8+25
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Spring Lake Way at Station 5+00
Spring Lake Way at Station 10+50
Spring Lake Way at Station 2+50
Spring Lake Way at Station 5+50
Spring Lake Way at Station 8+00
Spring Lake Way at Station 10+00
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: 02/25/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
865 02/25/13 FG-3.0 4 18.1 104.8 21.2 104 99 1-A
866 02/25/13 FG-2.0 4 18.1 104.8 21.9 102 97 1-A
867 02/25/13 FG-3.0 4 18.1 104.8 22.0 103 98 1-A
868 02/25/13 FG-2.0 4 18.1 104.8 20.6 102 98 1-A
869 02/25/13 FG-2.0 4 18.1 104.8 21.7 101 97 1-A
870 02/25/13 FG-1.0 4 18.1 104.8 21.8 100 95 1-A
871 02/25/13 FG-1.0 4 18.1 104.8 20.7 103 98 1-A
TEST LOCATION:Paving Westhaven I
865
866
867
868
869
870
871
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
Spring Lake Way at Station 8+00
Spring Lake Way at Station 5+00
Spring Lake Way at Station 5+00
Spring Lake Way at Station 8+00
Spring Lake Way at Station 10+00
DATETEST
NO.
Spring Lake Way at Station 8+15
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Spring Lake Way at Station 4+50
Don Hinton
130127-47C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN: