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Westhaven-LR130204 (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: 02/04/13 Irving, Texas PROJECT:WesthavenOUR REPORT NO.:130127-21 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 23802/04/13EG-10.029.2124.412.1123991-A 23902/04/13EG-9.029.2124.412.1122981-A 24002/04/13EG-8.029.2124.411.01241001-A 24102/04/13EG-7.0111.9117.912.4117991-A 24202/04/13EG-6.0111.9117.913.3116981-A 24302/04/13EG-5.029.2124.411.2123991-A 24402/04/13EG-4.0111.9117.915.61181001-A TEST LOCATION: 238West Haven Road at Station 20+45 239West Haven Road at Station 20+50 240West Haven Road at Station 20+52 241West Haven Road at Station 20+55 242West Haven Road at Station 20+60 243West Haven Road at Station 20+40 244West Haven Road at Station 20+45 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: 02/04/13 Irving, Texas PROJECT:OUR REPORT NO.:130127-21A 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 24502/04/13EG-13.0111.9117.914.51171001-A 24602/04/13EG-12.0111.9117.914.6115981-A 24702/04/13EG-11.0111.9117.913.01181001-A 24802/04/13EG-10.0111.9117.915.5116981-A 24902/04/13EG-9.0111.9117.914.61181001-A 25002/04/13EG-8.0111.9117.913.9117991-A 25102/04/13EG-7.0111.9117.921.9109931-B TEST LOCATION: 245West Haven Road at Station 22+20 246West Haven Road at Station 21+40 247West Haven Road at Station 22+55 248West Haven Road at Station 22+00 249West Haven Road at Station 22+10 250West Haven Road at Station 22+30 251West Haven Road at Station 22+50 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: 02/04/13 Irving, Texas PROJECT:WesthavenOUR REPORT NO.:130127-21B 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 25202/04/13EG-7.0111.9117.916.7115971-AD 25302/04/13EG-6.0111.9117.914.21181001-A 25402/04/13EG-5.0111.9117.916.0116981-A 25502/04/13EG-4.0111.9117.914.01181001-A 25602/04/13EG-3.0111.9117.914.51181001-A 25702/04/13EG-4.0111.9117.913.91181001-A 25802/04/13EG-3.0111.9117.916.5116981-A TEST LOCATION: 252Retest of Test #251 of this Report 253West Haven Road at Station 22+00 254West Haven Road at Station 22+15 255West Haven Road at Station 22+25 256West Haven Road at Station 20+45 257West Haven Road at Station 20+95 258West Haven Road at Station 22+60 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: 02/04/13 Irving, Texas PROJECT:OUR REPORT NO.:130127-21C 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 25902/04/13EG-2.029.2124.412.5120961-A 26002/04/13EG-1.029.2124.411.4123991-A 26102/04/13EG-3.029.2124.412.3122981-A 26202/04/13EG-4.029.2124.412.4119961-A 26302/04/13EG-3.029.2124.411.8123991-A 26402/04/13EG-4.029.2124.413.2120961-A 26502/04/13EG-3.029.2124.411.9122981-A TEST LOCATION: 259West Haven Road at Station 21+00 260West Haven Road at Station 22+00 26125' S and 25' W from NE Corner of Block G, Lot 1 26225' S and 25' W from NE Corner of Block G, Lot 2 26325' S and 25' W from NE Corner of Block G, Lot 3 26425' S and 25' W from NE Corner of Block G, Lot 4 26525' S and 25' W from NE 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: 02/04/13 Irving, Texas PROJECT:WesthavenOUR REPORT NO.:130127-21D 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 26602/04/13EG-4.029.2124.411.6120971-A 26702/04/13EG-5.029.2124.412.6119961-A 26802/04/13EG-5.029.2124.411.2121981-A 26902/04/13EG-6.029.2124.412.2120961-A 27002/04/13EG-2.029.2124.412.0121971-A 27102/04/13EG-3.029.2124.411.3120961-A 27202/04/13EG-2.029.2124.412.9119961-A TEST LOCATION: 26625' S and 25' W from NE Corner of Block G, Lot 8 26725' S and 25' W from NE Corner of Block G, Lot 9 26825' S and 25' W from NE Corner of Block G, Lot 10 26925' S and 25' W from NE Corner of Block G, Lot 11 27020' N and 40' E from SW Corner of Block G, Lot 1 27120' N and 40' E from SW Corner of Block G, Lot 2 27220' N and 40' E from SW 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: 02/04/13 Irving, Texas PROJECT:OUR REPORT NO.:130127-21E 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 27302/04/13EG-3.0111.9117.917.0111941-B 27402/04/13EG-2.0111.9117.915.0114971-A 27502/04/13EG-3.0111.9117.913.9115971-A 27602/04/13EG-4.0111.9117.913.0115981-A 27702/04/13EG-4.0111.9117.913.1115971-A 27802/04/13EG-5.0111.9117.913.6116981-A 27902/04/13EG-3.0111.9117.913.4115981-AD TEST LOCATION: 27320' N and 40' E from SW Corner of Block G, Lot 4 27420' N and 40' E from SW Corner of Block G, Lot 7 27520' N and 40' E from SW Corner of Block G, Lot 8 27620' N and 40' E from SW Corner of Block G, Lot 9 27720' N and 40' E from SW Corner of Block G, Lot 10 27820' N and 40' E from SW Corner of Block G, Lot 11 279Retest of Test #273 of this Report 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: 02/04/13 Irving, Texas PROJECT:WesthavenOUR REPORT NO.:130127-21F 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 28002/04/13EG-4.029.2124.411.9120961-A 28102/04/13EG-3.029.2124.412.5119961-A 28202/04/13EG-3.0111.9117.913.01191011-A 28302/04/13EG-2.0111.9117.913.7116981-A 28402/04/13EG-2.0111.9117.913.4116991-A 28502/04/13EG-1.0111.9117.914.0115981-A 28602/04/13EG-2.0111.9117.914.51181001-A TEST LOCATION: 28015' S and 50' E from NW Corner of Block G, Lot 11 28115' S and 50' E from NW Corner of Block G, Lot 10 28215' S and 50' E from NW Corner of Block G, Lot 9 28315' S and 50' E from NW Corner of Block G, Lot 7 28415' S and 50' E from NW Corner of Block G, Lot 8 28515' S and 50' E from NW Corner of Block G, Lot 1 28615' S and 50' E from NW Corner of Block G, Lot 2 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: 02/04/13 Irving, Texas PROJECT:OUR REPORT NO.:130127-21G 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 28702/04/13EG-5.0111.9117.915.2113961-A 28802/04/13EG-4.0111.9117.914.4115971-A 28902/04/13EG-4.0111.9117.916.0114971-A 29002/04/13EG-3.0111.9117.915.2112951-A 29102/04/13EG-3.0111.9117.915.9114961-A 29202/04/13EG-2.0111.9117.915.6112951-A 29302/04/13EG-2.0111.9117.915.4109921-B TEST LOCATION: 28725' S and 40' W from NE Corner of Block G, Lot 5 28825' S and 40' W from NE Corner of Block G, Lot 6 28915' N and 25' E from SW Corner of Block G, Lot 5 29015' N and 25' E from SW Corner of Block G, Lot 6 29115' N and 25' E from SW Corner of Block G, Lot 11 29215' N and 25' E from SW Corner of Block G, Lot 10 29315' N and 25' E from SW 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. 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: 02/04/13 Irving, Texas PROJECT:WesthavenOUR REPORT NO.:130127-21H 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 29402/04/13EG-2.0111.9117.913.9116991-AD 29502/04/13EG-3.0111.9117.912.5110931-B 29602/04/13EG-2.0111.9117.912.5109921-B 29702/04/13EG-1.0111.9117.911.6115981-A 29802/04/13EG-2.0111.9117.912.0114971-A 29902/04/13EG-3.0111.9117.912.2115971-AD 30002/04/13EG-2.0111.9117.912.0116981-AD TEST LOCATION: 294Retest of Test #293 of this Report 29510' S and 45' W from NE Corner of Block G, Lot 5 29610' S and 45' W from NE Corner of Block G, Lot 6 29710' S and 45' W from NE Corner of Block G, Lot 11 29810' S and 45' W from NE Corner of Block G, Lot 10 299Retest of Test #295 of this Report 300Retest of Test #296 of this Report 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.