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Westhaven-LR130201 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: 02/01/13 Irving, Texas PROJECT:OUR REPORT NO.:130127-17 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 18602/01/13FG-13.0111.9117.911.81181001-A 18702/01/13FG-12.0111.9117.911.01191011-A 18802/01/13FG-11.0111.9117.911.21181001-A 18902/01/13FG-10.0111.9117.911.71191011-A 19002/01/13FG-8.0111.9117.912.7117991-A 19102/01/13FG-11.0111.9117.912.41171001-A 19202/01/13FG-10.0111.9117.912.11181001-A TEST LOCATION: 18625' S and 25' W from NE Corner of Block G, Lot 2 18725' S and 25' W from NE Corner of Block G, Lot 3 18825' S and 25' W from NE Corner of Block G, Lot 4 18925' S and 25' W from NE Corner of Block G, Lot 9 19025' S and 25' W from NE Corner of Block G, Lot 1 19120' N and 30' W from SE Corner of Block G, Lot 2 19220' N and 30' W from SE Corner of Block G, 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. 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: 02/01/13 Irving, Texas PROJECT:WesthavenOUR REPORT NO.:130127-17A 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 19302/01/13FG-10.0111.9117.913.21181001-A 19402/01/13FG-9.0111.9117.913.4116981-A 19502/01/13FG-8.0111.9117.913.6113961-A 19602/01/13FG-8.0111.9117.914.2112951-A 19702/01/13FG-9.0111.9117.913.3114961-A 19802/01/13FG-11.0111.9117.912.8116991-A 19902/01/13FG-10.0111.9117.914.1113961-A TEST LOCATION: 19320' N and 30' W from SE Corner of Block G, Lot 4 19425' S and 35' E from NW Corner of Block G, Lot 2 19525' S and 35' E from NW Corner of Block G, Lot 10 19625' S and 35' E from NW Corner of Block G, Lot 7 19725' S and 35' E from NW Corner of Block G, Lot 6 19825' S and 35' E from NW Corner of Block G, Lot 11 19925' S and 35' E from NW Corner of Block G, Lot 10 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: 02/01/13 Irving, Texas PROJECT:OUR REPORT NO.:130127-17B 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 20002/01/13FG-7.0111.9117.913.7114961-A 20102/01/13FG-8.0111.9117.913.5114971-A 20202/01/13FG-9.0111.9117.914.9113961-A 20302/01/13FG-10.0111.9117.913.6115971-A 20402/01/13FG-9.0111.9117.915.0113961-A 20502/01/13FG-9.0111.9117.913.3114971-A 20602/01/13FG-7.0111.9117.914.1113961-A TEST LOCATION: 20030' N and 35' W from SE Corner of Block G, Lot 8 20130' N and 35' W from SE Corner of Block G, Lot 9 20230' N and 35' W from SE Corner of Block G, Lot 10 20330' N and 35' W from SE Corner of Block G, Lot 11 20430' N and 35' W from SE Corner of Block G, Lot 4 20530' N and 35' W from SE Corner of Block G, Lot 3 20630' N and 35' W from SE Corner of Block G, Lot 7 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: 02/01/13 Irving, Texas PROJECT:WesthavenOUR REPORT NO.:130127-17C 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 20702/01/13FG-7.0111.9117.915.0113961-A 20802/01/13FG-8.0111.9117.913.4114971-A 20902/01/13FG-7.0111.9117.914.0115971-A 21002/01/13FG-8.0111.9117.915.0112951-A 21102/01/13FG-6.0111.9117.914.0115971-A 21202/01/13FG-6.0111.9117.913.8114971-A 21302/01/13FG-7.0111.9117.913.9114971-A TEST LOCATION: 20720' N and 30' W from SE Corner of Block G, Lot 1 20820' N and 30' W from SE Corner of Block G, Lot 2 20920' S and 55' W from NE Corner of Block G, Lot 3 21020' S and 55' W from NE Corner of Block G, Lot 4 21120' S and 55' W from NE Corner of Block G, Lot 7 21220' S and 55' W from NE Corner of Block G, Lot 8 21320' S and 55' W from NE Corner of Block G, Lot 9 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.