Westhaven-LR130206 (2)
REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
II
Geotechnical Construction Materials Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR:Standard Pacific Homes - IrvingDATE: 02/06/13
Irving, Texas
PROJECT:OUR REPORT NO.:130127-25
Westhaven
Coppell, Texas
TEST DATA:TECHNICIAN:Don Hinton
MAXIMUM LABIN PLACEIN PLACE
OPTIMUM
TESTSOIL ID
ELEV.
PERCENT
DATE
COMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
34302/06/13FG-4.0418.1104.820.0104991-A
34402/06/13FG-3.0418.1104.819.6104991-A
34502/06/13FG-2.0418.1104.821.7102971-A
34602/06/13FG-3.0418.1104.820.9102981-A
34702/06/13FG-2.0418.1104.820.1103981-A
34802/06/13FG-3.0418.1104.821.2104991-A
34902/06/13FG-2.0418.1104.821.4103981-A
TEST LOCATION:
34315' S and 50' W from the NE Corner of Block G, Pad 36
34415' S and 50' W from the NE Corner of Block G, Pad 35
34515' S and 50' W from the NE Corner of Block G, Pad 34
34615' S and 50' W from the NE Corner of Block G, Pad 33
34715' S and 50' W from the NE Corner of Block G, Pad 32
34815' S and 50' W from the NE Corner of Block G, Pad 31
34915' S and 50' W from the NE Corner of Block G, Pad 30
1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted,
4. CEMENT TREATEDD. 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.
REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
II
Geotechnical Construction Materials Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR:Standard Pacific Homes - IrvingDATE: 02/06/13
Irving, Texas
PROJECT:WesthavenOUR REPORT NO.:130127-25A
Coppell, Texas
TEST DATA:TECHNICIAN:Don Hinton
OPTIMUMMAXIMUM LABIN PLACEIN PLACE
TESTSOIL ID
ELEV.
PERCENT
DATECOMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
35002/06/13FG-3.0111.9117.915.7113961-A
35102/06/13FG-2.0111.9117.913.0114971-A
35202/06/13FG-3.0111.9117.913.5113951-A
35302/06/13FG-2.0111.9117.912.6115971-A
35402/06/13FG-3.0111.9117.913.9113961-A
35502/06/13FG-2.0111.9117.913.0114961-A
35602/06/13FG-2.0111.9117.911.3116981-A
TEST LOCATION:
35020' N and 25[' E from the SW Corner of Block G, Pad 12
35120' N and 25[' E from the SW Corner of Block G, Pad 13
35220' N and 25[' E from the SW Corner of Block G, Pad 14
35320' N and 25[' E from the SW Corner of Block G, Pad 15
35420' N and 25[' E from the SW Corner of Block G, Pad 16
35520' N and 25[' E from the SW Corner of Block G, Pad 17
35620' N and 25[' E from the SW Corner of Block G, Pad 29
1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted,
4. CEMENT TREATEDD. 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.
REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
II
Geotechnical Construction Materials Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR:Standard Pacific Homes - IrvingDATE: 02/06/13
Irving, Texas
PROJECT:OUR REPORT NO.:130127-25B
Westhaven
Coppell, Texas
TEST DATA:TECHNICIAN:Don Hinton
MAXIMUM LABIN PLACEIN PLACE
OPTIMUM
TESTSOIL ID
ELEV.
PERCENT
DATE
COMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
35702/06/13FG-3.0514.4111.918.4108971-A
35802/06/13FG-2.0514.4111.917.01121001-A
35902/06/13FG-2.0514.4111.918.2111991-A
36002/06/13FG-2.0514.4111.917.9108971-A
36102/06/13FG-2.0514.4111.917.3110981-A
36202/06/13FG-2.0111.9117.913.5114971-A
36302/06/13FG-2.0111.9117.912.9114961-A
TEST LOCATION:
35730' S and 35' W from the NE Corner of Block G, Pad 36
35830' S and 35' W from the NE Corner of Block G, Pad 35
35930' S and 35' W from the NE Corner of Block G, Pad 33
36030' S and 35' W from the NE Corner of Block G, Pad 31
36130' S and 35' W from the NE Corner of Block G, Pad 12
36230' S and 35' W from the NE Corner of Block G, Pad 14
36330' S and 35' W from the NE Corner of Block G, Pad 16
1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted,
4. CEMENT TREATEDD. 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.
REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
II
Geotechnical Construction Materials Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR:Standard Pacific Homes - IrvingDATE: 02/06/13
Irving, Texas
PROJECT:WesthavenOUR REPORT NO.:130127-25C
Coppell, Texas
TEST DATA:TECHNICIAN:Don Hinton
OPTIMUMMAXIMUM LABIN PLACEIN PLACE
TESTSOIL ID
ELEV.
PERCENT
DATECOMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
36402/06/13FG-1.0111.9117.912.5115981-A
36502/06/13FG-1.0111.9117.912.4112951-A
36602/06/13FG-1.0111.9117.912.6116991-A
36702/06/13FG-1.0111.9117.913.4115971-A
36802/06/13FG-1.0111.9117.912.8116981-A
36902/06/13FG-1.0111.9117.913.0115971-A
37002/06/13FG-1.0111.9117.913.9114961-A
TEST LOCATION:
36415' N and 15' E from the SW Corner of Block G, Pad 13
36530' S and 35' W from the NE Corner of Block G, Pad 15
36630' S and 35' W from the NE Corner of Block G, Pad 17
36730' S and 35' W from the NE Corner of Block G, Pad 29
36830' S and 35' W from the NE Corner of Block G, Pad 32
36930' S and 35' W from the NE Corner of Block G, Pad 34
37030' S and 35' W from the NE Corner of Block G, Pad 36
1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted,
4. CEMENT TREATEDD. 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.
REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
II
Geotechnical Construction Materials Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR:Standard Pacific Homes - IrvingDATE: 02/06/13
Irving, Texas
PROJECT:OUR REPORT NO.:130127-25D
Westhaven
Coppell, Texas
TEST DATA:TECHNICIAN:Don Hinton
MAXIMUM LABIN PLACEIN PLACE
OPTIMUM
TESTSOIL ID
ELEV.
PERCENT
DATE
COMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
37102/06/13FG-8.029.2124.410.7121971-A
37202/06/13FG-7.029.2124.411.6119961-A
37302/06/13FG-8.029.2124.411.7119961-A
37402/06/13FG-7.029.2124.411.5121971-A
37502/06/13FG-7.029.2124.413.1116931-B
37602/06/13FG-6.029.2124.413.5115921-B
37702/06/13FG-7.029.2124.411.8119961-A
TEST LOCATION:
37120' S and 20' W from the NE Corner of Block G, Pad 25
37220' S and 20' W from the NE Corner of Block G, Pad 24
37320' S and 20' W from the NE Corner of Block G, Pad 23
37420' N and 15' W from the SE Corner of Block G, Pad 22
37520' N and 15' W from the SE Corner of Block G, Pad 25
37620' N and 15' W from the SE Corner of Block G, Pad 24
37720' N and 15' W from the SE Corner of Block G, Pad 23
1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted,
4. CEMENT TREATEDD. 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.