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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.