Westhaven-LR130208
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: 02/08/13
Irving, Texas
PROJECT:OUR REPORT NO.:130127-27
Westhaven
Coppell, Texas
TEST DATA:TECHNICIAN:D. Hinton
MAXIMUM LABIN PLACEIN PLACE
OPTIMUM
TESTSOIL ID
ELEV.
PERCENT
DATE
COMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
37802/08/13EG-7.029.2124.411.0123991-AD
37902/08/13EG-6.029.2124.410.9122981-AD
38002/08/13EG-6.029.2124.411.7119951-A
38102/08/13EG-5.0111.9117.913.6115971-A
38202/08/13EG-6.0111.9117.913.2115981-A
38302/08/13EG-6.0111.9117.913.4115971-A
38402/08/13EG-5.0111.9117.914.4114971-A
TEST LOCATION:
378Retest of Test #375 from 02/06/13
379Retest of Test #376 from 02/06/13
38015' S and 35' E from SW Corner of Building G, Lot 25
38115' S and 35' E from SW Corner of Building G, Lot 24
38215' S and 35' E from SW Corner of Building G, Lot 23
38315' S and 35' E from SW Corner of Building G, Lot 22
38415' S and 35' E from SW Corner of Building G, Lot 25
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: 02/08/13
Irving, Texas
PROJECT:WesthavenOUR REPORT NO.:130127-27A
Coppell, Texas
TEST DATA:TECHNICIAN:D. Hinton
OPTIMUMMAXIMUM LABIN PLACEIN PLACE
TESTSOIL ID
ELEV.
PERCENT
DATECOMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
38502/08/13EG-6.0111.9117.912.8116981-A
38602/08/13EG-5.0111.9117.914.2114971-A
38702/08/13EG-4.0514.4111.917.4108971-A
38802/08/13EG-6.0514.4111.916.5109981-A
38902/08/13EG-5.0514.4111.917.0107961-A
39002/08/13EG-5.0514.4111.916.6109971-A
39102/08/13EG-4.0514.4111.915.6108961-A
TEST LOCATION:
38520' N and 25' E from SW Corner of Building G, Lot 18
38620' N and 25' E from SW Corner of Building G, Lot 19
38720' N and 25' E from SW Corner of Building G, Lot 20
38820' N and 25' E from SW Corner of Building G, Lot 21
38920' N and 25' E from SW Corner of Building G, Lot 28
39020' N and 25' E from SW Corner of Building G, Lot 27
39120' N and 25' E from SW Corner of Building G, Lot 26
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: 02/08/13
Irving, Texas
PROJECT:OUR REPORT NO.:130127-27B
Westhaven
Coppell, Texas
TEST DATA:TECHNICIAN:D. Hinton
MAXIMUM LABIN PLACEIN PLACE
OPTIMUM
TESTSOIL ID
ELEV.
PERCENT
DATE
COMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
39202/08/13EG-5.029.2124.411.6120961-A
39302/08/13EG-4.029.2124.411.7120971-A
39402/08/13EG-4.0111.9117.914.0114971-A
39502/08/13EG-5.0111.9117.913.0115971-A
39602/08/13EG-4.0111.9117.912.4115981-A
39702/08/13EG-4.0111.9117.911.9117991-A
39802/08/13EG-3.029.2124.410.7120971-A
TEST LOCATION:
39215' S and 40' W from NE Corner of Building G, Lot 18
39315' S and 40' W from NE Corner of Building G, Lot 19
39415' S and 40' W from NE Corner of Building G, Lot 20
39515' S and 40' W from NE Corner of Building G, Lot 21
39615' S and 40' W from NE Corner of Building G, Lot 28
39715' S and 40' W from NE Corner of Building G, Lot 27
39815' S and 40' W from NE Corner of Building G, Lot 26
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: 02/08/13
Irving, Texas
PROJECT:WesthavenOUR REPORT NO.:130127-27C
Coppell, Texas
TEST DATA:TECHNICIAN:D. Hinton
OPTIMUMMAXIMUM LABIN PLACEIN PLACE
TESTSOIL ID
ELEV.
PERCENT
DATECOMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
39902/08/13EG-2.0418.1104.821.9102981-A
40002/08/13EG-3.0418.1104.821.2102971-A
40102/08/13EG-3.0418.1104.820.01051001-A
40202/08/13EG-4.0418.1104.820.8104991-A
40302/08/13EG-3.0418.1104.822.0103981-A
40402/08/13EG-3.0514.4111.917.8111991-A
40502/08/13EG-4.0514.4111.917.6109971-A
TEST LOCATION:
39918' N and 25' E from SW Corner of Building G, Lot 26
40018' N and 25' E from SW Corner of Building G, Lot 27
40118' N and 25' E from SW Corner of Building G, Lot 28
40218' N and 25' E from SW Corner of Building G, Lot 21
40318' N and 25' E from SW Corner of Building G, Lot 20
40418' N and 25' E from SW Corner of Building G, Lot 19
40518' N and 25' E from SW Corner of Building G, Lot 18
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: 02/08/13
Irving, Texas
PROJECT:OUR REPORT NO.:130127-27D
Westhaven
Coppell, Texas
TEST DATA:TECHNICIAN:D. Hinton
MAXIMUM LABIN PLACEIN PLACE
OPTIMUM
TESTSOIL ID
ELEV.
PERCENT
DATE
COMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
40602/08/13EG-3.0514.4111.917.0110981-A
40702/08/13EG-2.0514.4111.917.4109971-A
40802/08/13EG-2.0514.4111.916.3110981-A
40902/08/13EG-3.0514.4111.915.9110981-A
41002/08/13EG-2.0514.4111.917.6108961-A
41102/08/13EG-2.0514.4111.917.8107951-A
41202/08/13EG-1.0514.4111.918.0109981-A
TEST LOCATION:
40630' S and 50' W from NE Corner of Building G, Lot 18
40730' S and 50' W from NE Corner of Building G, Lot 19
40830' S and 50' W from NE Corner of Building G, Lot 20
40930' S and 50' W from NE Corner of Building G, Lot 21
41030' S and 50' W from NE Corner of Building G, Lot 28
41130' S and 50' W from NE Corner of Building G, Lot 27
41230' S and 50' W from NE Corner of Building G, Lot 26
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: 02/08/13
Irving, Texas
PROJECT:WesthavenOUR REPORT NO.:130127-27E
Coppell, Texas
TEST DATA:TECHNICIAN:D. Hinton
OPTIMUMMAXIMUM LABIN PLACEIN PLACE
TESTSOIL ID
ELEV.
PERCENT
DATECOMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
41302/08/13EG-2.0514.4111.917.9111991-A
41402/08/13EG-1.0514.4111.917.01121001-A
41502/08/13EG-1.0514.4111.918.0110981-A
41602/08/13EG-2.0514.4111.916.91121001-A
41702/08/13EG-1.0111.9117.913.7116981-A
41802/08/13EG-1.0111.9117.913.8115981-A
41902/08/13EG-1.0111.9117.912.8117991-A
TEST LOCATION:
41315' N and 15' E from SW Corner of Building G, Lot 18
41415' N and 15' E from SW Corner of Building G, Lot 19
41515' N and 15' E from SW Corner of Building G, Lot 20
41615' N and 15' E from SW Corner of Building G, Lot 21
41715' N and 15' E from SW Corner of Building G, Lot 28
41815' N and 15' E from SW Corner of Building G, Lot 27
41925' S and 50' E from NE Corner of Building G, Lot 18
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: 02/08/13
Irving, Texas
PROJECT:OUR REPORT NO.:130127-27F
Westhaven
Coppell, Texas
TEST DATA:TECHNICIAN:D. Hinton
MAXIMUM LABIN PLACEIN PLACE
OPTIMUM
TESTSOIL ID
ELEV.
PERCENT
DATE
COMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
42002/08/13EG-1.0111.9117.912.8117991-A
42102/08/13EG-6.0111.9117.913.4117991-A
42202/08/13EG-5.0111.9117.915.0114971-A
42302/08/13EG-6.0111.9117.915.9113961-A
42402/08/13EG-5.0111.9117.912.1116991-A
42502/08/13EG-4.0111.9117.912.0117991-A
42602/08/13EG-5.0111.9117.912.6116981-A
TEST LOCATION:
42025' S and 50' E from NW Corner of Building G, Lot 21
42125' S and 50' E from NW Corner of Building H, Lot 1
42225' S and 50' E from NW Corner of Building H, Lot 2
42325' S and 50' E from NW Corner of Building H, Lot 3
42415' N and 15' W from SE Corner of Building H, Lot 1
42515' N and 15' W from SE Corner of Building H, Lot 2
42615' N and 15' W from SE Corner of Building H, Lot 3
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.