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Westhaven 2-LR130319 (2)TESTED FOR:DATE: 03/19/13 PROJECT:OUR REPORT NO.: TEST DATA: ELEV. DEPTH 1313 03/19/13 SG 6 18.6 102.8 23.3 98 96 2-A 1314 03/19/13 SG 6 18.6 102.8 23.1 99 96 2-A 1315 03/19/13 SG 6 18.6 102.8 24.9 99 96 2-A 1316 03/19/13 SG 6 18.6 102.8 21.8 102 99 2-A 1317 03/19/13 SG 6 18.6 102.8 23.2 99 96 2-A 1318 03/19/13 SG 6 18.6 102.8 22.0 102 99 2-A 1319 03/19/13 SG 6 18.6 102.8 22.6 100 97 2-A TEST LOCATION: 1313 1314 1315 1316 1317 1318 1319 1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted, 4. CEMENT TREATED D. 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. COMPACTION TESTS REPORT OF FIELD 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 Geotechnical I Construction Materials I Environmental www.alphatesting.com TBPE Firm No. 813 Standard Pacific Homes - Irving Irving, Texas 25' S and 15' E from NW Corner of Block L, Lot 11 25' S and 15' E from NW Corner of Block L, Lot 13 25' S and 15' E from NW Corner of Block L, Lot 3 25' S and 15' E from NW Corner of Block L, Lot 5 25' S and 15' E from NW Corner of Block L, Lot 9 DATETEST NO. 25' S and 15' E from NW Corner of Block L, Lot 7 IN PLACE DRY DENSITY PCF PERCENT COMPACTION SOIL ID NUMBER 25' S and 15' E from NW Corner of Block L, Lot 1 D. Hinton 130127-63 COMMENT* OPTIMUM MOISTURE % MAXIMUM LAB DRY DENSITY PCF IN PLACE MOISTURE % Westhaven Coppell, Texas TECHNICIAN: TESTED FOR:DATE: 03/19/13 PROJECT:OUR REPORT NO.: TEST DATA: ELEV. DEPTH 1320 03/19/13 SG 6 18.6 102.8 23.0 100 97 2-A 1321 03/19/13 SG 6 18.6 102.8 22.6 100 97 2-A 1322 03/19/13 FG-1.2 6 18.6 102.8 20.8 103 100 1-A 1323 03/19/13 FG-1.6 4 18.1 104.8 21.3 103 98 1-A 1324 03/19/13 FG-1.8 4 18.1 104.8 20.5 101 97 1-A 1325 03/19/13 FG-1.6 4 18.1 104.8 22.7 103 98 1-A 1326 03/19/13 FG-1.6 4 18.1 104.8 23.5 101 97 1-A TEST LOCATION: 1320 1321 1322 1323 1324 1325 1326 1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted, 4. CEMENT TREATED D. 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. D. Hinton 130127-63A COMMENT* OPTIMUM MOISTURE % MAXIMUM LAB DRY DENSITY PCF IN PLACE MOISTURE % Westhaven Coppell, Texas TECHNICIAN: DATETEST NO. 25' S and 15' E from NW Corner of Block L, Lot 10 IN PLACE DRY DENSITY PCF PERCENT COMPACTION SOIL ID NUMBER 25' S and 15' E from NW Corner of Block L, Lot 15 35' N and 12' W from SE Corner of Block L, Lot 9 35' N and 12' W from SE Corner of Block L, Lot 11 25' S and 15' E from NW Corner of Block L, Lot 17 25' S and 15' E from NW Corner of Block L, Lot 12 25' S and 15' E from NW Corner of Block L, Lot 8 COMPACTION TESTS REPORT OF FIELD 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 Geotechnical I Construction Materials I Environmental www.alphatesting.com TBPE Firm No. 813 Standard Pacific Homes - Irving Irving, Texas TESTED FOR:DATE: 03/19/13 PROJECT:OUR REPORT NO.: TEST DATA: ELEV. DEPTH 1327 03/19/13 FG-1.5 4 18.1 104.8 20.9 104 99 1-A 1328 03/19/13 FG-0.6 4 18.1 104.8 21.9 100 95 1-A 1329 03/19/13 FG-0.6 4 18.1 104.8 20.3 102 98 1-A 1330 03/19/13 FG-0.6 4 18.1 104.8 21.3 101 96 1-A 1331 03/19/13 FG-0.6 4 18.1 104.8 20.3 104 100 1-A 1332 03/19/13 FG-0.5 4 18.1 104.8 21.0 103 98 1-A 1333 03/19/13 FG-1.8 4 18.1 104.8 21.6 102 97 1-A TEST LOCATION: 1327 1328 1329 1330 1331 1332 1333 1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted, 4. CEMENT TREATED D. 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. COMPACTION TESTS REPORT OF FIELD 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 Geotechnical I Construction Materials I Environmental www.alphatesting.com TBPE Firm No. 813 Standard Pacific Homes - Irving Irving, Texas 15' S and 12' W from NE Corner of Block L, Lot 13 15' S and 12' W from NE Corner of Block N, Lot 12 35' N and 12' W from SE Corner of Block L, Lot 11 35' N and 12' W from SE Corner of Block L, Lot 10 35' N and 12' W from SE Corner of Block L, Lot 8 DATETEST NO. 35' N and 12' W from SE Corner of Block L, Lot 9 IN PLACE DRY DENSITY PCF PERCENT COMPACTION SOIL ID NUMBER 35' N and 12' W from SE Corner of Block L, Lot 13 D. Hinton 130127-63B COMMENT* OPTIMUM MOISTURE % MAXIMUM LAB DRY DENSITY PCF IN PLACE MOISTURE % Westhaven Coppell, Texas TECHNICIAN: TESTED FOR:DATE: 03/19/13 PROJECT:OUR REPORT NO.: TEST DATA: ELEV. DEPTH 1334 03/19/13 FG-3.4 4 18.1 104.8 23.2 102 97 1-A 1335 03/19/13 FG-2.8 4 18.1 104.8 23.5 100 96 1-A 1336 03/19/13 FG-3.2 1 11.9 117.9 14.2 112 95 1-A 1337 03/19/13 FG-2.4 1 11.9 117.9 14.5 113 96 1-A 1338 03/19/13 FG-2.3 1 11.9 117.9 13.0 115 97 1-A 1339 03/19/13 FG-1.3 1 11.9 117.9 12.5 114 97 1-A 1340 03/19/13 FG-1.9 1 11.9 117.9 12.7 114 97 1-A TEST LOCATION: 1334 1335 1336 1337 1338 1339 1340 1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted, 4. CEMENT TREATED D. 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. D. Hinton 130127-63C COMMENT* OPTIMUM MOISTURE % MAXIMUM LAB DRY DENSITY PCF IN PLACE MOISTURE % Westhaven Coppell, Texas TECHNICIAN: DATETEST NO. 15' S and 12' W from NE Corner of Block N, Lot 16 IN PLACE DRY DENSITY PCF PERCENT COMPACTION SOIL ID NUMBER 15' S and 12' W from NE Corner of Block N, Lot 13 15' S and 12' W from NE Corner of Block N, Lot 18 15' S and 12' W from NE Corner of Block N, Lot 19 15' S and 12' W from NE Corner of Block N, Lot 14 15' S and 12' W from NE Corner of Block N, Lot 15 15' S and 12' W from NE Corner of Block N, Lot 17 COMPACTION TESTS REPORT OF FIELD 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 Geotechnical I Construction Materials I Environmental www.alphatesting.com TBPE Firm No. 813 Standard Pacific Homes - Irving Irving, Texas TESTED FOR:DATE: 03/19/13 PROJECT:OUR REPORT NO.: TEST DATA: ELEV. DEPTH 1341 03/19/13 FG-1.5 1 11.9 117.9 12.2 116 98 1-A 1342 03/19/13 FG-2.4 1 11.9 117.9 16.8 113 96 1-A 1343 03/19/13 FG-2.3 7 15.1 110.1 17.4 110 100 1-A 1344 03/19/13 FG-2.2 7 15.1 110.1 18.2 108 98 1-A 1345 03/19/13 FG-1.3 7 15.1 110.1 18.0 109 99 1-A 1346 03/19/13 FG-1.8 7 15.1 110.1 18.1 110 100 1-A 1347 03/19/13 FG-1.8 7 15.1 110.1 18.6 107 97 1-A TEST LOCATION: 1341 1342 1343 1344 1345 1346 1347 1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted, 4. CEMENT TREATED D. 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. COMPACTION TESTS REPORT OF FIELD 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 Geotechnical I Construction Materials I Environmental www.alphatesting.com TBPE Firm No. 813 Standard Pacific Homes - Irving Irving, Texas 15' S and 12' W from NE Corner of Block N, Lot 9 15' S and 12' W from NE Corner of Block N, Lot 10 15' S and 12' W from NE Corner of Block N, Lot 5 15' S and 12' W from NE Corner of Block N, Lot 6 15' S and 12' W from NE Corner of Block N, Lot 8 DATETEST NO. 15' S and 12' W from NE Corner of Block N, Lot 7 IN PLACE DRY DENSITY PCF PERCENT COMPACTION SOIL ID NUMBER 15' S and 12' W from NE Corner of Block N, Lot 4 D. Hinton 130127-63D COMMENT* OPTIMUM MOISTURE % MAXIMUM LAB DRY DENSITY PCF IN PLACE MOISTURE % Westhaven Coppell, Texas TECHNICIAN: TESTED FOR:DATE: 03/19/13 PROJECT:OUR REPORT NO.: TEST DATA: ELEV. DEPTH 1348 03/19/13 FG-2.4 7 15.1 110.1 18.9 107 97 1-A 1349 03/19/13 FG-1.8 7 15.1 110.1 19.1 106 96 1-A 1350 03/19/13 FG-1.4 4 18.1 104.8 20.9 102 97 1-A 1351 03/19/13 FG-0.8 4 18.1 104.8 20.8 102 98 1-A 1352 03/19/13 FG-0.8 4 18.1 104.8 20.9 103 98 1-A 1353 03/19/13 FG-1.4 4 18.1 104.8 22.5 102 98 1-A 1354 03/19/13 FG-1.3 4 18.1 104.8 23.7 101 97 1-A TEST LOCATION: 1348 1349 1350 1351 1352 1353 1354 1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted, 4. CEMENT TREATED D. 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. D. Hinton 130127-63E COMMENT* OPTIMUM MOISTURE % MAXIMUM LAB DRY DENSITY PCF IN PLACE MOISTURE % Westhaven Coppell, Texas TECHNICIAN: DATETEST NO. 35' N and 10' E from SW Corner of Block N, Lot 14 IN PLACE DRY DENSITY PCF PERCENT COMPACTION SOIL ID NUMBER 15' S and 12' W from NE Corner of Block N, Lot 13 35' N and 10' E from SW Corner of Block N, Lot 5 35' N and 10' E from SW Corner of Block N, Lot 6 15' S and 12' W from NE Corner of Block N, Lot 14 35' N and 10' E from SW Corner of Block N, Lot 13 35' N and 10' E from SW Corner of Block N, Lot 12 COMPACTION TESTS REPORT OF FIELD 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 Geotechnical I Construction Materials I Environmental www.alphatesting.com TBPE Firm No. 813 Standard Pacific Homes - Irving Irving, Texas TESTED FOR:DATE: 03/19/13 PROJECT:OUR REPORT NO.: TEST DATA: ELEV. DEPTH 1355 03/19/13 FG-1.2 4 18.1 104.8 23.0 101 96 1-A 1356 03/19/13 FG-2.7 4 18.1 104.8 21.5 102 97 1-A 1357 03/19/13 FG-2.2 4 18.1 104.8 21.4 104 100 1-A 1358 03/19/13 FG-1.4 4 18.1 104.8 21.7 101 97 1-A 1359 03/19/13 FG-1.3 4 18.1 104.8 20.9 102 97 1-A 1360 03/19/13 FG-1.7 4 18.1 104.8 23.4 100 95 1-A 1361 03/19/13 FG-1.2 4 18.1 104.8 21.8 104 99 1-A TEST LOCATION: 1355 1356 1357 1358 1359 1360 1361 1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted, 4. CEMENT TREATED D. 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. COMPACTION TESTS REPORT OF FIELD 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 Geotechnical I Construction Materials I Environmental www.alphatesting.com TBPE Firm No. 813 Standard Pacific Homes - Irving Irving, Texas 20' N and 12' E from SW Corner of Block N, Lot 11 20' N and 12' E from SW Corner of Block N, Lot 15 35' N and 10' E from SW Corner of Block N, Lot 11 35' N and 10' E from SW Corner of Block N, Lot 15 35' N and 10' E from SW Corner of Block N, Lot 17 DATETEST NO. 35' N and 10' E from SW Corner of Block N, Lot 16 IN PLACE DRY DENSITY PCF PERCENT COMPACTION SOIL ID NUMBER 35' N and 10' E from SW Corner of Block N, Lot 7 D. Hinton 130127-63F COMMENT* OPTIMUM MOISTURE % MAXIMUM LAB DRY DENSITY PCF IN PLACE MOISTURE % Westhaven Coppell, Texas TECHNICIAN: TESTED FOR:DATE: 03/19/13 PROJECT:OUR REPORT NO.: TEST DATA: ELEV. DEPTH 1362 03/19/13 SG 4 18.1 104.8 22.8 100 96 2-A 1363 03/19/13 FG-5.6 4 18.1 104.8 22.9 101 96 1-A 1364 03/19/13 FG-4.6 4 18.1 104.8 22.0 102 98 1-A 1365 03/19/13 FG-3.6 4 18.1 104.8 22.9 105 100 1-A 1366 03/19/13 FG-5.0 4 18.1 104.8 22.0 103 98 1-A 1367 03/19/13 FG-4.0 4 18.1 104.8 21.9 104 99 1-A 1368 03/19/13 FG-4.0 4 18.1 104.8 22.1 104 100 1-A TEST LOCATION: 1362 1363 1364 1365 1366 1367 1368 1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted, 4. CEMENT TREATED D. 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. D. Hinton 130127-63G COMMENT* OPTIMUM MOISTURE % MAXIMUM LAB DRY DENSITY PCF IN PLACE MOISTURE % Westhaven Coppell, Texas TECHNICIAN: DATETEST NO. 20' S and 12' W from NE Corner of Block N, Lot 21 IN PLACE DRY DENSITY PCF PERCENT COMPACTION SOIL ID NUMBER 20' N and 12' E from SW Corner of Block N, Lot 21 20' S and 12' W from NE Corner of Block H, Lot 5 20' S and 12' W from NE Corner of Block H, Lot 6 20' N and 12' E from SW Corner of Block N, Lot 21 20' S and 12' W from NE Corner of Block N, Lot 21 20' S and 12' W from NE Corner of Block H, Lot 4 COMPACTION TESTS REPORT OF FIELD 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 Geotechnical I Construction Materials I Environmental www.alphatesting.com TBPE Firm No. 813 Standard Pacific Homes - Irving Irving, Texas TESTED FOR:DATE: 03/19/13 PROJECT:OUR REPORT NO.: TEST DATA: ELEV. DEPTH 1369 03/19/13 FG-4.0 2 9.2 124.4 11.1 122 98 1-A 1370 03/19/13 FG-4.0 2 9.2 124.4 11.5 121 97 1-A 1371 03/19/13 FG-3.0 2 9.2 124.4 11.6 120 97 1-A 1372 03/19/13 FG-2.0 2 9.2 124.4 11.3 122 98 1-A 1373 03/19/13 FG-3.0 2 9.2 124.4 13.0 119 95 1-A 1374 03/19/13 FG-2.0 2 9.2 124.4 12.6 119 96 1-A 1375 03/19/13 FG-2.0 2 9.2 124.4 11.9 120 97 1-A TEST LOCATION: 1369 1370 1371 1372 1373 1374 1375 1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted, 4. CEMENT TREATED D. 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. COMPACTION TESTS REPORT OF FIELD 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 Geotechnical I Construction Materials I Environmental www.alphatesting.com TBPE Firm No. 813 Standard Pacific Homes - Irving Irving, Texas 30' S and 15' W from SE Corner of Block H, Lot 4 30' S and 15' W from SE Corner of Block H, Lot 5 35' N and 15' E from SW Corner of Block H, Lot 4 35' N and 15' E from SW Corner of Block H, Lot 5 35' N and 15' E from SW Corner of Block H, Lot 7 DATETEST NO. 35' N and 15' E from SW Corner of Block H, Lot 6 IN PLACE DRY DENSITY PCF PERCENT COMPACTION SOIL ID NUMBER 20' S and 12' W from NE Corner of Block H, Lot 7 D. Hinton 130127-63H COMMENT* OPTIMUM MOISTURE % MAXIMUM LAB DRY DENSITY PCF IN PLACE MOISTURE % Westhaven Coppell, Texas TECHNICIAN: