Billingsley-LR060630 II: Ha lff A • 8 616 Northwest Plaza Drive
s s o c 1 ate s Dallas, Texas 75225-4292
(214) 346-6200
Fax (214) 361 -5573
LETTER OF TRANSMITTAL
TO: Kenneth Griffin, P.E. DATE: June 30, 2006
Director of Engineering & Public Works Dept.
City of Coppell
255 Parkway Blvd. AVO: 23186
Coppell, Texas 75019
PROJECT: Billingsley Co. Reclamation
FROM: Brandon A. Luedke, E.I.T. Coppell, TX
Email: bluedke @halff.com
Sent via: Courier
WE ARE SENDING YOU ® ATTACHED ❑ Under separate cover via the following:
❑ Shop Drawings ❑ Prints ® Plans ❑ Drawings ❑ Specifications
❑ Copy of letter ❑ Change order ® Other: Soil Reports
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approval as submitted ❑ Resubmit copies for approval
® For your use ❑ Approved as noted ❑ Submit copies for distribution
® As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review /comment ❑ Other:
ITEMS SENT:
1 — Copy of Hemingway Court retaining wall plans;
1 — Copy of Soil Density Test Reports for Hemingway Court;
COMMENTS:
Ken:
Enclosed are 2 of 3 items requested in order to approve the Hemingway Court LOMR. The 3` item is the
example letter you approved this week that I forwarded on to the owner to have the appropriate people sign and
seal. Once received back from owner, we'll forward the signed letter(s) to you. We've sorted through all the
density reports, so you should have all the reports for tests on lots adjacent to the retaining wall.
If you have any questions, please give me a call at (214) 217 -6648.
Regards,
SIGNED: Brandon A. Luedke
I:\23000s\23186\adm in \Iot'Jot063006kg.doc
/ /\ , , . REPORT OF FIELD
ALPHA TESTING INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY COMPANY DATE: 10/04/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -46D
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF % PCF COMPACTION
1290 10/04/05 SG 6 22.0 97.5 25.8 94 97 2 -A
1291 10/04/05 FG -13.0 6 22.0 97.5 26.1 95 98 1 -A
1292 10/04/05 FG -12.0 6 22.0 97.5 26.2 94 96 1 -A
1293 10/04/05 FG -11.0 6 22.0 97.5 25.8 94 97 1 -A
1294 10/04/05 FG -10.0 6 22.0 97.5 28.3 90 93 1 -A
1295 10/04/05 FG -9.5 6 22.0 97.5 27.9 91 94 1 -A
1296 10/04/05 FG -9.0 6 22.0 97.5 28.1 91 93 1 -A
TEST LOCATION: BUILDING PAD
1290 15' W AND 15' S FROM THE NE CORNER OF BLOCK C, PAD 9
1291 15' W AND 16' S FROM THE NE CORNER OF BLOCK C, PAD 9
1292 15' W AND 17' S FROM THE NE CORNER OF BLOCK C, PAD 9
1293 15' W AND 18' S FROM THE NE CORNER OF BLOCK C, PAD 9
1294 15' W AND 19' S FROM THE NE CORNER OF BLOCK C, PAD 9
1295 15' W AND 20' S FROM THE NE CORNER OF BLOCK C, PAD 9
1296 15' W AND 21' S FROM THE NE CORNER OF BLOCK C, PAD 9
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 6414/ W
CHARLES B WILLIAMS
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients on He 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.
Geotechnical Engineering /27 Construction Materials Testing Ci Environmental Engineering Pi Consulting
,AIL, REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY COMPANY DATE: 10/17/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -53G
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT'
NO. DEPTH NUMBER % PCF % PCF COMPACTION
1486 10/17/05 FG -0.5 6 22.0 97.5 26.8 90 93 1 -A
—
1487 10/17/05 FG 6 22.0 97.5 27.3 92 94 1 -A
1488 10/17/05 FG -1.0 6 22.0 97.5 27.1 92 94 1 -A
1489 10/17/05 FG -0.5 6 22.0 97.5 27.8 91 93 1 -A
1490 10/17/05 FG 6 22.0 97.5 28.1 92 95 1 -A
1491 10/17/05 SG 6 22.0 97.5 25.3 96 98 2 -A
1492 10/17/05 FG -15.1 6 22.0 97.5 24.9 94 97 1 -A
TEST LOCATION: BUILDING PAD
1486 15' S AND 17' W FROM THE NE CORNER OF BLOCK B, PAD 2
1487 15' S AND 18' W FROM THE NE CORNER OF BLOCK B, PAD 2
1488 10' S AND 10' W FROM THE NE CORNER OF BLOCK B, PAD 1
1489 10' S AND 11' W FROM THE NE CORNER OF BLOCK B, PAD 1
1490 10' S AND 12' W FROM THE NE CORNER OF BLOCK B, PAD 1
1491 15' S AND 15' W FROM THE NE CORNER OF BLOCK C, PAD 7
1492 15' S AND 15' W FROM THE NE CORNER OF BLOCK C, PAD 7
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 R�esspe
4. CEMENT TREATED D. RETEST ��""'" W
CHARLES B WILLIAMS
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 riot indicative of the qualities of
apparently identical or similar specimens.
Geotechnical Engineering P Construction Materials Testing pi Environmental Engineering /i Consulting
X REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY COMPANY
DATE: 10/17/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -53H
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
1493 10/17/05 FG -14.1 6 22.0 97.5 25.8 94 97 1 -A
1494 10/17/05 FG -13.1 6 22.0 97.5 25.1 95 98 1 -A
1495 10/17/05 FG -12.1 6 22.0 97.5 26.2 94 96 1 -A
1496 10/17/05 FG -11.1 6 22.0 97.5 25.9 94 97 1 -A
1497 10/17/05 SG 6 22.0 97.5 25.2 94 96 2 -A
1498 10/17/05 FG -13.0 6 22.0 97.5 26.3 95 98 1 -A
1499 _ 10/17/05 _ FG -12.0 6 22.0 97.5 26.5 94 97 1 -A
TEST LOCATION: BUILDING PAD
1493 15' S AND 17' W FROM THE NE CORNER OF BLOCK C, PAD 7
1494 15' S AND 18' W FROM THE NE CORNER OF BLOCK C, PAD 7
1495 15' S AND 19' W FROM THE NE CORNER OF BLOCK C, PAD 7
1496 15' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 7
1497 10' S AND 10' W FROM THE NE CORNER OF BLOCK C, PAD 9
1498 10' S AND 11' W FROM THE NE CORNER OF BLOCK C, PAD 9
1499 10' S AND 12' W FROM THE NE CORNER OF BLOCK C, PAD 9
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 R�esspeecctffuully Submitted,
4. CEMENT TREATED D. RETEST �
CHARLES B WILLIAMS
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.
Geotechnical Engineering / Construction Materials Testing /2-i Environmental Engineering /2i Consulting
X REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 700
Dallas, Texas 75229
972/620-8977 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY COMPANY DATE: 10/17/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -531
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF % PCF COMPACTION
1500 10/17/05 FG -11.0 6 22.0 97.5 25.8 94 97 1 -A
1501 10/17/05 FG -16.0 6 22.0 97.5 25.1 95 98 1 -A
1502 10/17/05 FG -15.0 6 22.0 97.5 25.6 94 97 1 -A
1503 10/17/05 FG -14.0 6 22.0 97.5 25.1 95 97 1 -A
1504 10/17/05 FG -13.0 6 22.0 97.5 25.3 94 97 1 -A
1505 10/17/05 FG -12.0 6 22.0 97.5 25.7 94 96 1 -A
1506 10/17/05 FG -11.0 6 22.0 97.5 25.5 95 98 1 -A
TEST LOCATION: BUILDING PAD
1500 10' S AND 13' W FROM THE NE CORNER OF BLOCK C, PAD 9
1501 10' S AND 15' W FROM THE NE CORNER OF BLOCK C, PAD 8
1502 10' S AND 16' W FROM THE NE CORNER OF BLOCK C, PAD 8
1503 10' S AND 17' W FROM THE NE CORNER OF BLOCK C, PAD 8
1504 10' S AND 18' W FROM THE NE CORNER OF BLOCK C, PAD 8
1505 10' S AND 19' W FROM THE NE CORNER OF BLOCK C, PAD 8
1506 10' S AND 20' W FROM THE NE CORNER OF BLOCK C, PAD 8
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 W ^- -
CHARLES B WILLIAMS
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.
Geotechnical Engineering /3 Construction Materials Testing %3 Environmental Engineering /3 Consulting
N REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 700
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY COMPANY DATE: 11/08/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -70C
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT`
NO. DEPTH NUMBER PCF PCE COMPACTION
1839 11/08/05 SG 6 22.0 97.5 26.8 91 93 2 -A
1840 11/08/05 FG -14.5 6 22.0 97.5 27.1 91 94 1 -A
1841 11/08/05 FG -14.0 6 22.0 97.5 27.0 92 94 1 -A
1842 11/08/05 FG -13.5 6 22.0 97.5 27.3 91 93 1 -A
1843 11/08/05 FG -13.0 6 22.0 97.5 28.4 92 95 1 -A
1844 11/08/05 FG -12.5 6 22.0 97.5 28.1 92 94 1 -A
1845 11/08/05 FG -12.0 6 _ 22.0 97.5 26.9 91 94 1 -A
TEST LOCATION: BUILDING PADS
1839 10' S AND 10' W FROM THE NE CORNER OF BLOCK F, PAD 1
1840 10' S AND 11' W FROM THE NE CORNER OF BLOCK F, PAD 1
1841 10' S AND 12' W FROM THE NE CORNER OF BLOCK F, PAD 1
1842 10' S AND 13' W FROM THE NE CORNER OF BLOCK F, PAD 1
1843 10' S AND 14' W FROM THE NE CORNER OF BLOCK F, PAD 1
1844 10' S AND 15' W FROM THE NE CORNER OF BLOCK F, PAD 1
1845 10' S AND 16' W FROM THE NE CORNER OF BLOCK F, PAD 1
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 W
CHARLES B WILLIAMS
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.
Geotechnical Engineering /'' Construction Materials Testing /2' Environmental Engineering / Consulting
N i k REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 700
Dallas, Texas 75229
972/620-8977 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY COMPANY DATE: 11/08/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -70D
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF PCF COMPACTION
1 846 11/08/05 FG -11.5 6 22.0 97.5 27.1 90 93 1 -A
1847 11/08/05 FG -11.0 6 22.0 97.5 26.8 92 95 1 -A
1848 11/08/05 FG -10.5 6 22.0 97.5 28.1 92 94 1 -A
1849 11/08/05 FG -10.0 6 22.0 97.5 27.8 91 94 1 -A
1850 11/08/05 FG -9.5 6 22.0 97.5 27.5 91 93 1 -A
1851 11/08/05 FG -9.0 6 22.0 97.5 26.9 92 94 1 -A
1852 _ 11/08/05 FG -8.5 6 22.0 97.5 27.3 92 94 1 -A
TEST LOCATION: BUILDING PADS
1846 10' S AND 17' W FROM THE NE CORNER OF BLOCK F, PAD 1
1847 10' S AND 18' W FROM THE NE CORNER OF BLOCK F, PAD 1
1848 10' S AND 19' W FROM THE NE CORNER OF BLOCK F, PAD 1
1849 10' S AND 20' W FROM THE NE CORNER OF BLOCK F, PAD 1
1850 10' S AND 21' W FROM THE NE CORNER OF BLOCK F, PAD 1
1851 10' S AND 22' W FROM THE NE CORNER OF BLOCK F, PAD 1
1852 10' S AND 23' W FROM THE NE CORNER OF BLOCK F, PAD 1
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 R�esspecctf�ullySubmitted,
4. CEMENT TREATED D. RETEST �^""'_" Ll/.�""
CHARLES B WILLIAMS
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.
Geotechnica/ Engineering /' Construction Materials Testing P% Environmental Engineering /?r Consulting
7 %ii k REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St, Suite 100
Dallas, Texas 75229
972/620-8977 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY COMPANY DATE: 11/08/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -70E
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF PCF COMPACTION
1853 11/08/05 SG 6 22.0 97.5 27.3 90 93 2 -A
1854 11/08/05 FG -14.5 6 22.0 97.5 27.1 91 94 1 -A
1855 11/08/05 FG -14.0 6 22.0 97.5 26.9 90 93 1 -A
1856 11/08/05 FG -13.5 6 22.0 97.5 26.5 92 95 1 -A
1857 11/08/05 FG -13.0 6 22.0 97.5 27.8 91 93 1 -A
1858 11/08/05 FG -12.5 6 22.0 97.5 27.1 91 94 1 -A
1859 11/08/05 FG -12.0 6 22.0 97.5 26.8 92 95 1 -A
TEST LOCATION: BUILDING PADS
1853 15' S AND 10' W FROM THE NE CORNER OF BLOCK F, PAD 2
1854 15' S AND 11' W FROM THE NE CORNER OF BLOCK F, PAD 2
1855 15' S AND 12' W FROM THE NE CORNER OF BLOCK F, PAD 2
1856 15' S AND 13' W FROM THE NE CORNER OF BLOCK F, PAD 2
1857 15' S AND 14' W FROM THE NE CORNER OF BLOCK F, PAD 2
1858 15' S AND 15' W FROM THE NE CORNER OF BLOCK F, PAD 2
1859 _15' S AND 16' W FROM THE NE CORNER OF BLOCK F, PAD 2
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
g 14/ (
CHARLES B WILLIAMS
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.
Geotechnical Engineering 1 Construction Materials Testing /2i Environmental Engineering /2 Consulting
�% REPORT OF FIELD
ALPHA TESTING INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY COMPANY DATE: 11/08/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -70F
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCP r PCP COMPACTION
.1860 11/08/05 FG -11.5 6 22.0 97.5 26.8 90 93 1 -A
1861 11/08/05 FG -11.0 6 22.0 97.5 27.3 92 94 1 -A
1862 11/08/05 FG -10.5 6 22.0 97.5 28.1 92 95 1 -A
1863 11/08/05 FG -10.0 6 22.0 97.5 27.5 91 93 1 -A
1864 11/08/05 FG -9.5 6 22.0 97.5 27.9 92 94 1 -A
1865 11/08/05 FG -9.0 6 22.0 97.5 26.8 92 94 1 -A
TEST LOCATION: BUILDING PADS
1860 15' S AND 17' W FROM THE NE CORNER OF BLOCK F, PAD 2
1861 15' S AND 18' W FROM THE NE CORNER OF BLOCK F, PAD 2
1862 15' S AND 19' W FROM THE NE CORNER OF BLOCK F, PAD 2
1863 15' S AND 20' W FROM THE NE CORNER OF BLOCK F, PAD 2
1864 15' S AND 21' W FROM THE NE CORNER OF BLOCK F, PAD 2
1865 15' S AND 22' W FROM THE NE CORNER OF BLOCK F, PAD 2
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 �� ��
r "'� O)44;"
CHARLES B WILLIAMS
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.
Geotechnical Engineering /'7 Construction Materials Testing /p- Environmental Engineering Pr Consulting
N t■ REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -891 1 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/11/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -72
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF i p COMPACTION
1866 11/11/05 SG 6 22.0 97.5 27.8 91 94 2 -A
1867 11/11/05 FG -14.5 6 22.0 97.5 27.4 92 94 1 -A
1868 11/11/05 FG -14.0 6 22.0 97.5 28.3 91 94 1 -A
1869 11/11/05 FG -13.5 6 22.0 97.5 26.9 92 94 1 -A
1870 11/11/05 FG -13.0 6 22.0 97.5 27.4 91 94 1 -A
1871 11/11/05 FG -12.5 6 22.0 97.5 27.8 91 94 1 -A
1872 11/11/05 FG -12.0 6 22.0 97.5 28.1 91 93 1 -A
TEST LOCATION: BUILDING PADS
1866 10' S AND 10' W FROM THE NE CORNER OF BLOCK F, PAD 2
1867 10' S AND 11' W FROM THE NE CORNER OF BLOCK F, PAD 2
1868 10' S AND 12' W FROM THE NE CORNER OF BLOCK F, PAD 2
1869 10' S AND 13' W FROM THE NE CORNER OF BLOCK F, PAD 2
1870 10' S AND 14' W FROM THE NE CORNER OF BLOCK F, PAD 2
1871 10' S AND 15' W FROM THE NE CORNER OF BLOCK F, PAD 2
1872 10' S AND 16' W FROM THE NE CORNER OF BLOCK F, PAD 2
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
CHARLES 8 WILLIAMS
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.
Geotechnical Engineering / Construction Materials Testing /±i Environmental Engineering /2i Consulting
N I. REPORT OF FIELD
ALPHA TESTING INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8977 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/11/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -72A
IRVING, TEXAS
TEST DATA:
OPT MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER i PCF i PCF COMPACTION
1873 11/11/05 FG -11.5 6 22.0 97.5 27.3 92 94 1 -A
1874 11/11/05 FG -11.0 6 22.0 97.5 27.8 91 93 1 -A
1875 11/11/05 FG -10.5 6 22.0 97.5 28.1 91 94 1 -A
1876 11/11/05 FG -10.0 6 22.0 97.5 27.5 92 94 1 -A
1877 11/11/05 FG -9.5 6 22.0 97.5 27.9 90 93 1 -A
1878 11/11/05 FG -9.0 6 22.0 97.5 27.1 91 94 1 -A
1879 11/11/05 FG -8.5 6 22.0 97.5 26.8 92 94 1 -A
TEST LOCATION: BUILDING PADS
1873 10' S AND 17' W FROM THE NE CORNER OF BLOCK F, PAD 2
1874 10' S AND 18' W FROM THE NE CORNER OF BLOCK F, PAD 2
1875 10' S AND 19' W FROM THE NE CORNER OF BLOCK F, PAD 2
1876 10' S AND 20' W FROM THE NE CORNER OF BLOCK F, PAD 2
1877 10' S AND 21' W FROM THE NE CORNER OF BLOCK F, PAD 2
1878 10' S AND 22' W FROM THE NE CORNER OF BLOCK F, PAD 2
1879 10' S AND 23' W FROM THE NE CORNER OF BLOCK F, PAD 2
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
C a)
CHARLES B WILLIAMS
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.
Geotechnical Engineering ! -' Construction Materials Testing /2i Environmental Engineering / Consulting
N REPORT OF FIELD
ALPHA TESTING INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
■ I
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/11/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -72B
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER pCF i PCE COMPACTION
% 1880 11/11/05 FG -13.0 6 22.0 97.5 27.1 91 94 1 -A
1881 11/11/05 FG -12.5 6 22.0 97.5 26.8 91 93 1 -A
1882 11/11/05 FG -12.0 6 22.0 97.5 28.1 92 94 1 -A
1883 11/11/05 FG -11.5 6 22.0 97.5 27.7 92 95 1 -A
1884 11/11/05 FG -11.0 6 22.0 97.5 27.3 93 95 1 -A
1885 11/11/05 FG -10.5 6 22.0 97.5 26.8 91 93 1 -A
1886 11/11/05 _ FG -10.0 6 22.0 97.5 26.5 91 94 1 -A
TEST LOCATION: BUILDING PADS
1880 15' S AND 10' W FROM THE NE CORNER OF BLOCK F, PAD 3
1881 15' S AND 11' W FROM THE NE CORNER OF BLOCK F, PAD 3
1882 15' S AND 12' W FROM THE NE CORNER OF BLOCK F, PAD 3
1883 15' S AND 13' W FROM THE NE CORNER OF BLOCK F, PAD 3
1884 15' S AND 14' W FROM THE NE CORNER OF BLOCK F, PAD 3
1885 15' S AND 15' W FROM THE NE CORNER OF BLOCK F, PAD 3
1886 15' S AND 16' W FROM THE NE CORNER OF BLOCK F, PAD 3
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE 11 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
6/0124/
CHARLES B WILLIAMS
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.
Geotechnical Engineering /' Construction Materials Testing /'r Environmental Engineering Pi Consulting
/% REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/11/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -72C
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER pDP i PCP COMPACTION
1887 11/11/05 FG -9.5 6 22.0 97.5 27.8 90 93 1 -A
1888 11/11/05 FG -9.0 6 22.0 97.5 27.5 91 94 1 -A
1889 11/11/05 FG -8.5 6 22.0 97.5 28.1 91 94 1 -A
1890 11/11/05 FG -8.0 6 22.0 97.5 27.9 92 94 1 -A
1891 11/11/05 FG -7.5 6 22.0 97.5 29.3 91 93 1 -A
1892 11/11/05 FG -7.0 6 22.0 97.5 28.3 92 95 1 -A
1893 11/11/05 FG -6.5 6 22.0 97.5 27.9 92 94 1 -A
TEST LOCATION: BUILDING PADS
1887 15' S AND 17' W FROM THE NE CORNER OF BLOCK F, PAD 3
1888 15' S AND 18' W FROM THE NE CORNER OF BLOCK F, PAD 3
1889 15' S AND 19' W FROM THE NE CORNER OF BLOCK F, PAD 3
1890 15' S AND 20' W FROM THE NE CORNER OF BLOCK F, PAD 3
1891 15' S AND 21' W FROM THE NE CORNER OF BLOCK F, PAD 3
1892 15' S AND 22' W FROM THE NE CORNER OF BLOCK F, PAD 3
1893 15' S AND 23' W FROM THE NE CORNER OF BLOCK F, PAD 3
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
C (1J.
CHARLES B WILLIAMS
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.
Geotechnical Engineering /:'; Construction Materials Testing t » Environmental Engineering PI Consulting
/N REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/11/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -72D
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT`
NO. DEPTH NUMBER % PCF PCF COMPACTION
1894 11/11/05 FG -13.0 6 22.0 97.5 27.3 91 93 1 -A
1895 11/11/05 FG -12.5 6 22.0 97.5 27.9 92 94 1 -A
1896 11/11/05 FG -12.0 6 22.0 97.5 27.5 91 94 1 -A
1897 11/11/05 FG -11.5 6 22.0 97.5 27.5 91 94 1 -A
1898 11/11/05 FG -11.0 6 22.0 97.5 26.8 91 93 1 -A
1899 11/11/05 FG -10.5 6 22.0 97.5 24.9 92 94 1 -A
1900 11/11/05 FG -10.0 6 22.0 97.5 28.1 92 94 1 -A
TEST LOCATION: BUILDING PADS
1894 20' S AND 10' W FROM THE NE CORNER OF BLOCK F, PAD 4
1895 20' S AND 11' W FROM THE NE CORNER OF BLOCK F, PAD 4
1896 20' S AND 12' W FROM THE NE CORNER OF BLOCK F, PAD 4
1897 20' S AND 13' W FROM THE NE CORNER OF BLOCK F, PAD 4
1898 20' S AND 14' W FROM THE NE CORNER OF BLOCK F, PAD 4
1899 20' S AND 15' W FROM THE NE CORNER OF BLOCK F, PAD 4
1900 20' S AND 16' W FROM THE NE CORNER OF BLOCK F, PAD 4
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 ic/ / / _J
CHARLES B WILLIAMS
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.
Geotechnical Engineering P; Construction Materials Testing / -'� Environmental Engineering /» Consulting
�k REPORT OF FIELD
ALPHA TESTING INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/11/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -72E
IRVING, TEXAS
TEST DATA:
OPTIM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER / PCF % PCF COMPACTION
1901 11/11/05 FG -9.5 6 22.0 97.5 27.3 91 93 1 -A
1902 11/11/05 FG -9.0 6 22.0 97.5 27.8 91 93 1 -A
1903 11/11/05 FG -8.5 6 22.0 97.5 26.3 91 94 1 -A
1904 11/11/05 FG -8.0 6 22.0 97.5 26.9 92 94 1 -A
1905 11/11/05 FG -13.0 6 22.0 97.5 27.1 91 93 1 -A
1906 11/11/05 FG -12.5 6 22.0 97.5 27.8 91 93 1 -A
1907 11/11/05 FG -12.0 6 22.0 97.5 27.1 91 93 1 -A
TEST LOCATION: BUILDING PADS
1901 20' S AND 17' W FROM THE NE CORNER OF BLOCK F, PAD 4
1902 20' S AND 18' W FROM THE NE CORNER OF BLOCK F, PAD 4
1903 20' S AND 19' W FROM THE NE CORNER OF BLOCK F, PAD 4
1904 20' S AND 20' W FROM THE NE CORNER OF BLOCK F, PAD 4
1905 20' S AND 10' W FROM THE NE CORNER OF BLOCK F, PAD 4
1906 20' S AND 11' W FROM THE NE CORNER OF BLOCK F, PAD 4
1907 20' S AND 12' W FROM THE NE CORNER OF BLOCK F, PAD 4
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
6/441"/ //
CHARLES B WILLIAMS
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.
Geotechnical Engineering P7 Construction Materials Testing P.] Environmental Engineering Pi Consulting
N ■ REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 700
Dallas, Texas 75229
972/620 -891 1 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/11/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -72F
IRVING, TEXAS
TEST DATA:
OPT MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT`
NO. DEPTH NUMBER % PCF % PCF COMPACTION
1908 11/11/05 FG -11.5 6 22.0 97.5 27.3 91 93 1 -A
1909 11/11/05 FG -11.0 6 22.0 97.5 27.6 91 93 1 -A
1910 11/11/05 FG -10.5 6 22.0 97.5 26.8 91 94 1 -A
1911 11/11/05 FG -10.0 6 22.0 97.5 27.3 91 93 1 -A
1912 11/11/05 FG -9.5 6 22.0 97.5 27.9 91 93 1 -A
1913 11/11/05 FG -9.0 6 22.0 97.5 26.8 91 93 1 -A
1914 11/11/05 FG -8.5 6 22.0 97.5 27.1 91 94 1 -A
TEST LOCATION: BUILDING PADS
1908 20' S AND 13' W FROM THE NE CORNER OF BLOCK F, PAD 4
1909 20' S AND 14' W FROM THE NE CORNER OF BLOCK F, PAD 4
1910 20' S AND 15' W FROM THE NE CORNER OF BLOCK F, PAD 4
1911 20' S AND 16' W FROM THE NE CORNER OF BLOCK F, PAD 4
1912 20' S AND 17' W FROM THE NE CORNER OF BLOCK F, PAD 4
1913 20' S AND 18' W FROM THE NE CORNER OF BLOCK F, PAD 4
1914 20' S AND 19' W FROM THE NE CORNER OF BLOCK F, PAD 4
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
C✓ 0.214
CHARLES B WILLIAMS
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.
Geotechnical Engineering /' Construction Materials Testing f' Environmental Engineering 12` Consulting
�% REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
I
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/14/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -73
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
1915 11/14/05 FG -8.0 6 22.0 97.5 28.3 90 93 1 -A
1916 11/14/05 FG -7.5 6 22.0 97.5 27.9 92 94 1 -A
1917 11/14/05 FG -7.0 6 22.0 97.5 26.9 91 94 1 -A
1918 11/14/05 FG -6.5 6 22.0 97.5 22.3 92 94 1 -A
1919 11/14/05 FG -6.0 6 22.0 97.5 26.5 91 94 1 -A
1920 11/14/05 FG -5.5 6 22.0 97.5 28.3 91 93 1 -A
1921 11/14/05 FG -5.0 _ 6 22.0 97.5 27.5 92 94 1 -A
TEST LOCATION: BUILDING PAD
1915 10' W AND,10' S FROM THE NE CORNER OF BLOCK F, PAD 1
1916 10' W AND 11' S FROM THE NE CORNER OF BLOCK F, PAD 1
1917 10' W AND 12' S FROM THE NE CORNER OF BLOCK F, PAD 1
1918 10' W AND 13' S FROM THE NE CORNER OF BLOCK F, PAD 1
1919 10' W AND 14' S FROM THE NE CORNER OF BLOCK F, PAD 1
1920 10' W AND 15' S FROM THE NE CORNER OF BLOCK F, PAD 1
1921 10' W AND 16' S FROM THE NE CORNER OF BLOCK F, PAD 1
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 �� I�d7�+v 121
CHARLES B WILLIAMS
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.
Geotechnical Engineering Pi Construction Materials Testing /2i Environmental Engineering Pi Consulting
•
/ REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/14/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -73A
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF % PCF COMPACTION
1922 11/14/05 FG -4.5 6 22.0 97.5 28.2 91 94 1 -A
1923 11/14/05 FG -4.0 6 22.0 97.5 27.5 91 93 1 -A
1924 11/14/05 FG -3.5 6 22.0 97.5 27.3 92 95 1 -A
1925 11/14/05 FG -3.0 6 22.0 97.5 27.9 91 93 1 -A
1926 11/14/05 FG -2.5 6 22.0 97.5 28.3 92 94 1 -A
1927 11/14/05 FG -2.0 6 22.0 97.5 27.5 92 94 1 -A
1928 11/14/05 _ FG -1.5 6 22.0 97.5 26.9 90 93 1 -A
TEST LOCATION: BUILDING PAD
1922 10' W AND 19' S FROM THE NE CORNER OF BLOCK F, PAD 1
1923 10' W AND 18' S FROM THE NE CORNER OF BLOCK F, PAD 1
1924 10' W AND 19' S FROM THE NE CORNER OF BLOCK F, PAD 1
1925 10' W AND 20' S FROM THE NE CORNER OF BLOCK F, PAD 1
1926 10' W AND 21' S FROM THE NE CORNER OF BLOCK F, PAD 1
1927 10' W AND 22' S FROM THE NE CORNER OF BLOCK F, PAD 1
1928 _10' W AND 23' S FROM THE NE CORNER OF BLOCK F, PAD 1
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 e'��� a )4'114 "' /yt.Le /sO
CHARLES B WILLIAMS
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.
Geofechnical Enaineerina /27 Construction Materials Testing /- Environmental Enaineerina PI ('nn.sultina
A REPORT OF FIELD
<-.._.--i,,,,,<
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/14/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -73B
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
1929 11/14/05 FG -1.0 6 22.0 97.5 27.5 91 93 1 -A
1930 11/14/05 FG -0.5 6 22.0 97.5 28.1 92 94 1 -A
1931 11/14/05 FG 6 22.0 97.5 27.7 91 94 1 -A
1932 11/14/05 FG -8.0 6 22.0 97.5 26.8 92 95 1 -A
1933 11/14/05 FG -7.5 6 22.0 97.5 27.4 90 93 1 -A
1934 11/14/05 FG -7.0 6 22.0 97.5 27.9 92 94 1 -A
1935 11/14/05 FG -6.5 6 22.0 97.5 28.3 92 94 1 -A
TEST LOCATION: BUILDING PAD
1929 10' W AND 24' S FROM THE NE CORNER OF BLOCK F, PAD 1
1930 10' W AND 25' S FROM THE NE CORNER OF BLOCK F, PAD 1
1931 10' W AND 26' S FROM THE NE CORNER OF BLOCK F, PAD 1
1932 10' W AND 10' S FROM THE NE CORNER OF BLOCK F, PAD 1
1933 10' W AND 11' S FROM THE NE CORNER OF BLOCK F, PAD 1
1934 10' W AND 12' S FROM THE NE CORNER OF BLOCK F, PAD 1
1935 10' W AND 13' S FROM THE NE CORNER OF BLOCK F, PAD 1
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 ��� /d4+fv �
IL r
CHARLES B WILLIAMS
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.
fonfo•hniral Fnninoorinn /7 ('nncfrr,nfinn fl4aforinfc Tnclinn 0-' Fnvirnnmontal Cnrrinoorinn 0+ (`nnoft/finn
/ %- REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/14/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -73C
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER i PCF % PCF COMPACTION
1936 11/14/05 FG -6.0 6 22.0 97.5 26.8 91 94 1 -A
1937 11/14/05 FG -5.5 6 22.0 97.5 27.3 93 95 1 -A
1938 11/14/05 FG -5.0 6 22.0 97.5 28.4 92 94 1 -A
1939 11/14/05 FG -4.5 6 22.0 97.5 27.9 91 93 1 -A
1940 11/14/05 FG -4.0 6 22.0 97.5 26.9 92 94 1 -A
1941 11/14/05 FG -3.5 6 22.0 97.5 27.5 92 95 1 -A
1942 11/14/05 FG -3.0 6 22.0 97.5 27.1 91 93 1 -A
TEST LOCATION: BUILDING PAD
1936 10' W AND 14' S FROM THE NE CORNER OF BLOCK F, PAD 2
1937 10' W AND 15' S FROM THE NE CORNER OF BLOCK F, PAD 2
1938 10' W AND 16' S FROM THE NE CORNER OF BLOCK F, PAD 2
1939 10' W AND 17' S FROM THE NE CORNER OF BLOCK F, PAD 2
1940 10' W AND 18' S FROM THE NE CORNER OF BLOCK F, PAD 2
1941 10' W AND 19' S FROM THE NE CORNER OF BLOCK F, PAD 2
1942 10' W AND 20' S FROM THE NE CORNER OF BLOCK F, PAD 2
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 ����d�v all://4-'
CHARLES B WILLIAMS
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.
Geotechnical Enaineerinq Pi Construction Materials Testing P7 Environmental Enaineerina Pi Consulting
<,----_,X / %- REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/14/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -73D
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
1943 11/14/05 FG -2.5 6 22.0 97.5 28.1 91 93 1 -A
1944 11/14/05 FG -2.0 6 22.0 97.5 27.5 92 94 1 -A
1945 11/14/05 FG -1.5 6 22.0 97.5 27.9 92 95 1 -A
1946 11/14/05 FG -1.0 6 22.0 97.5 26.9 92 94 1 -A
1947 11/14/05 FG -0.5 6 22.0 97.5 27.5 91 93 1 -A
1948 11/14/05 FG 6 22.0 97.5 27.8 91 93 1 -A
1949 11/14/05 FG -5.5 6 22.0 97.5 26.8 91 94 1 -A
TEST LOCATION: BUILDING PAD
1943 10' W AND 21' S FROM THE NE CORNER OF BLOCK F, PAD 2
1944 10' W AND 22' S FROM THE NE CORNER OF BLOCK F, PAD 2
1945 10' W AND 23' S FROM THE NE CORNER OF BLOCK F, PAD 2
1946 10' W AND 24' S FROM THE NE CORNER OF BLOCK F, PAD 2
1947 10' W AND 25' S FROM THE NE CORNER OF BLOCK F, PAD 2
1948 10' W AND 26' S FROM THE NE CORNER OF BLOCK F, PAD 2
1949 10' W AND 10' S FROM THE NE CORNER OF BLOCK F, PAD 3
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 6 ��' l l�
/ bbttrt / ✓✓� r
CHARLES B WILLIAMS
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.
Geofe,Chnir,l Enaineerin0 Pr Construction Materials Tesfinti Pi Environmental Enyineerin0 P7 Cnns,lfinn
7 REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/14/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -73E
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT'
NO. DEPTH NUMBER % PCF i PCF COMPACTION
1950 11/14/05 FG -5.0 6 22.0 97.5 27.3 91 94 1 -A
1951 11/14/05 FG -4.5 6 22.0 97.5 28.1 91 93 1 -A
1952 11/14/05 FG -4.0 6 22.0 97.5 27.5 92 94 1 -A
1953 11/14/05 FG -3.5 6 22.0 97.5 27.1 93 95 1 -A
1954 11/14/05 FG -3.0 6 22.0 97.5 27.8 92 94 1 -A
1955 11/14/05 FG -2.5 6 22.0 97.5 27.5 92 94 1 -A
1956 11/14/05 FG -2.0 6 22.0 97.5 26.9 91 93 1 -A
TEST LOCATION: BUILDING PAD
1950 10' W AND 11' S FROM THE NE CORNER OF BLOCK F, PAD 3
1951 10' W AND 12' S FROM THE NE CORNER OF BLOCK F, PAD 3
1952 10' W AND 13' S FROM THE NE CORNER OF BLOCK F, PAD 3
1953 10' W AND 14' S FROM THE NE CORNER OF BLOCK F, PAD 3
1954 10' W AND 15' S FROM THE NE CORNER OF BLOCK F, PAD 3
1955 10' W AND 16' S FROM THE NE CORNER OF BLOCK F, PAD 3
1956 10' W AND 17' S FROM THE NE CORNER OF BLOCK F, PAD 3
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 g a )2:14- '
CHARLES B WILLIAMS
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.
Genlechnical Fnninaarinn 12 ('nnctrrtntinn Matorialc Tactinn 0, Fnuirnnmonfal Fnninonrinn b- rsnrIc„tfinn,
C
/i /, REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/14/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -73F
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
1957 11/14/05 FG -1.5 6 22.0 97.5 27.1 91 93 1 -A
1958 11/14/05 FG -1.0 6 22.0 97.5 27.3 91 93 1 -A
1959 11/14/05 FG -0.5 6 22.0 97.5 26.9 92 94 1 -A
1960 11/14/05 FG 6 22.0 97.5 28.1 91 94 1 -A
1961 11/14/05 FG -7.0 6 22.0 97.5 27.9 91 93 1 -A
1962 11/14/05 FG -6.5 6 22.0 97.5 27.6 92 94 1 -A
1963 11/14/05 FG -6.0 6 22.0 97.5 27.3 91 94 1 -A
TEST LOCATION: BUILDING PAD
1957 10' W AND 18' S FROM THE NE CORNER OF BLOCK F, PAD 3
1958 10' W AND 19' S FROM THE NE CORNER OF BLOCK F, PAD 3
1959 10' W AND 20' S FROM THE NE CORNER OF BLOCK F, PAD 3
1960 10' W AND 21' S FROM THE NE CORNER OF BLOCK F, PAD 3
1961 10' W AND 10' S FROM THE NE CORNER OF BLOCK F, PAD 4
1962 10' W AND 11' S FROM THE NE CORNER OF BLOCK F, PAD 4
1963 10' W AND 12' S FROM THE NE CORNER OF BLOCK F, PAD 4
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 61"/" (t)1:(1-'
CHARLES B WILLIAMS
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients on Re 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.
nnnfnnhninnl Cnninnnrinn h. rsnnrin r..ti.,n I1,1o+nr7n1n Tn�finn C- r= nvirnmmnnt,l G rin innnrinr, b- rrnncrrR(nn
A REPORT OF FIELD
ALPHA TESTING, INC COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/14/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -73G
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
1964 11/14/05 FG -5.5 6 22.0 97.5 27.3 90 93 1 -A
1965 11/14/05 FG -5.0 6 22.0 97.5 28.1 92 94 1 -A
1966 11/14/05 FG -4.5 6 22.0 97.5 27.5 91 93 1 -A
1967 11/14/05 FG -4.0 6 22.0 97.5 27.4 91 94 1 -A
1968 11/14/05 FG -3.5 6 22.0 97.5 26.9 92 94 1 -A
1969 11/14/05 FG -3.0 6 22.0 97.5 28.1 92 94 1 -A
1970 11/14/05 FG -2.5 6 22.0 97.5 25.4 91 93 1 -A
TEST LOCATION: BUILDING PAD
1964 10' W AND 13' S FROM THE NE CORNER OF BLOCK F, PAD 4
1965 10' W AND 14' S FROM THE NE CORNER OF BLOCK F, PAD 4
1966 10' W AND 15' S FROM THE NE CORNER OF BLOCK F, PAD 4
1967 10' W AND 16' S FROM THE NE CORNER OF BLOCK F, PAD 4
1968 10' W AND 17' S FROM THE NE CORNER OF BLOCK F, PAD 4
1969 10' W AND 18' S FROM THE NE CORNER OF BLOCK F, PAD 4
1970 10' W AND 19' S FROM THE NE CORNER OF BLOCK F, PAD 4
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
6 141 " 7 a ) " 12/41- '
CHARLES B WILLIAMS
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.
Geotechnical Enaineerinq Pi Construction Materials Testing !fir Environmental Enaineerino Pi Consultinn
lk k REPORT OF FIELD
ALPHA TESTING INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/14/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -73H
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER i PCF i PCF COMPACTION
1971 11/14/05 FG -2.0 6 22.0 97.5 26.9 90 93 1 -A
1972 11/14/05 FG -1.5 6 22.0 97.5 27.1 91 93 1 -A
1973 11/14/05 FG -1.0 6 22.0 97.5 28.3 92 94 1 -A
1974 11/14/05 FG -0.5 6 22.0 97.5 278.4 92 94 1 -A
1975 11/14/05 FG 6 22.0 97.5 27.9 91 94 1 -A
1976 11/14/05 FG -12.5 6 22.0 97.5 26.8 92 95 1 -A
1977 11/14/05 FG -12.0 6 22.0 97.5 28.3 91 93 1 -A
TEST LOCATION: BUILDING PAD
1971 10' W AND 20' S FROM THE NE CORNER OF BLOCK F, PAD 4
1972 10' W AND 21' S FROM THE NE CORNER OF BLOCK F, PAD 4
1973 10' W AND 22' S FROM THE NE CORNER OF BLOCK F, PAD 4
1974 10' W AND 23' S FROM THE NE CORNER OF BLOCK F, PAD 4
1975 10' W AND 24' S FROM THE NE CORNER OF BLOCK F, PAD 4
1976 10' W AND 10' S FROM THE NE CORNER OF BLOCK F, PAD 5
1977 10' W AND 11' S FROM THE NE CORNER OF BLOCK F, PAD 5
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 �? n / ��
/ U/ /
CHARLES B WILLIAMS
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.
Geotechnical Enaineerina /2i Construction Materials Testino Pi_ Environmental Enaineerino Pi Consulting
/ %- REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/14/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -731
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
1978 11/14/05 FG -11.5 6 22.0 97.5 28.1 92 94 1 -A
1979 11/14/05 FG -11.0 6 22.0 97.5 27.9 91 93 1 -A
1980 11/14/05 FG -10.5 6 22.0 97.5 26.8 92 94 1 -A
1981 11/14/05 FG -10.0 6 22.0 97.5 26.9 92 94 1 -A
1982 11/14/05 FG -9.5 6 22.0 97.5 27.3 91 93 1 -A
1983 11/14/05 FG -9.0 6 22.0 97.5 27.9 92 94 1 -A
1984 11/14/05 FG -8.5 6 22.0 97.5 27.5 92 94 1 -A
TEST LOCATION: BUILDING PAD
1978 10' W AND 12' S FROM THE NE CORNER OF BLOCK F, PAD 5
1979 10' W AND 13' S FROM THE NE CORNER OF BLOCK F, PAD 5
1980 10' W AND 14' S FROM THE NE CORNER OF BLOCK F, PAD 5
1981 10' W AND 15' S FROM THE NE CORNER OF BLOCK F, PAD 5
1982 10' W AND 16' S FROM THE NE CORNER OF BLOCK F, PAD 5
1983 10' W AND 17' S FROM THE NE CORNER OF BLOCK F, PAD 5
1984 10' W AND 18' S FROM THE NE CORNER OF BLOCK F, PAD 5
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 6 ai
CHARLES B WILLIAMS
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.
G .otechnical EntyinP,P,rinfl P% COn.RTrllrtinn MAtP,rials TP,Rtino P7 Environmental Endineerind P7 Consulting
4/ REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/14/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -73J
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER i PCF i PCF COMPACTION
1985 11/14/05 FG -8.0 6 22.0 97.5 27.3 90 93 1 -A
1986 11/14/05 FG -7.5 6 22.0 97.5 26.9 91 94 1 -A
1987 11/14/05 FG -7.0 6 22.0 97.5 26.8 92 94 1 -A
1988 11/14/05 FG -6.5 6 22.0 97.5 27.4 92 94 1 -A
1989 11/14/05 FG -6.0 6 22.0 97.5 27.5 91 93 1 -A
1990 11/14/05 FG -5.5 6 22.0 97.5 27.9 92 94 1 -A
1991 11/14/05 FG -5.0 6 22.0 97.5 28.1 91 93 1 -A
TEST LOCATION: BUILDING PAD
1985 10' W AND 19' S FROM THE NE CORNER OF BLOCK F, PAD 5
1986 10' W AND 20' S FROM THE NE CORNER OF BLOCK F, PAD 5
1987 10' W AND 21' S FROM THE NE CORNER OF BLOCK F, PAD 5
1988 10' W AND 22' S FROM THE NE CORNER OF BLOCK F, PAD 5
1989 10' W AND 23' S FROM THE NE CORNER OF BLOCK F, PAD 5
1990 10' W AND 24' S FROM THE NE CORNER OF BLOCK F, PAD 5
1991 10' W AND 25' S FROM THE NE CORNER OF BLOCK F, PAD 5
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 �^ I£�+v a)�
CHARLES B WILLIAMS
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.
(,aninnhninal Fnninnnrinn h. (`nncfrr,nfinn Ilnatarialc Tocfinn 12, Fniiirnnmontal t= nninnarin■ [7, ('nncnitinn
/ %- REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/14/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -73K
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER i PCF r PCF COMPACTION
1992 11/14/05 FG -12.5 6 22.0 97.5 28.2 90 93 1 -A
1993 11/14/05 FG -12.0 6 22.0 97.5 27.5 92 94 1 -A
1994 11/14/05 FG -11.5 6 22.0 97.5 27.3 92 95 1 -A
1995 11/14/05 FG -11.0 6 22.0 97.5 26.9 91 93 1 -A
1996 11/14/05 FG -10.5 6 22.0 97.5 27.3 91 94 1 -A
1997 11/14/05 FG -10.0 6 22.0 97.5 28.4 91 94 1 -A
1998 11/14/05 FG -9.5 6 22.0 97.5 27.5 91 93 1 -A
TEST LOCATION: BUILDING PAD
1992 10' W AND 10' S FROM THE NE CORNER OF BLOCK F, PAD 6
1993 10' W AND 11' S FROM THE NE CORNER OF BLOCK F, PAD 6
1994 10' W AND 12' S FROM THE NE CORNER OF BLOCK F, PAD 6
1995 10' W AND 13' S FROM THE NE CORNER OF BLOCK F, PAD 6
1996 10' W AND 14' S FROM THE NE CORNER OF BLOCK F, PAD 6
1997 10' W AND 15' S FROM THE NE CORNER OF BLOCK F, PAD 6
1998 10' W AND 16' S FROM THE NE CORNER OF BLOCK F, PAD 6
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
6 416/ a
CHARLES B WILLIAMS
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.
Geotechnical Enaineerina r-�? Construction Materials Testing Pi Environmental Enaineerina P1 Consultina
. l
. /A REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/14/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -73L
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER i PCF i PCF COMPACTION
1999 11/14/05 FG -9.0 6 22.0 97.5 26.8 90 93 1 -A
2000 11/14/05 FG -8.5 6 22.0 97.5 27.3 91 94 1 -A
2001 11/14/05 FG -8.0 6 22.0 97.5 27.9 91 94 1 -A
2002 11/14/05 FG -7.5 6 22.0 97.5 28.3 91 93 1 -A
2003 11/14/05 FG -7.0 6 22.0 97.5 26.9 92 95 1 -A
2004 11/14/05 FG -6.5 6 22.0 97.5 26.3 91 94 1 -A
2005 11/14/05 FG -6.0 6 22.0 97.5 27.4 91 93 1 -A
TEST LOCATION: BUILDING PAD
1999 10' W AND 17' S FROM THE NE CORNER OF BLOCK F, PAD 6
2000 10' W AND 18' S FROM THE NE CORNER OF BLOCK F, PAD 6
2001 10' W AND 19' S FROM THE NE CORNER OF BLOCK F, PAD 6
2002 10' W AND 20' S FROM THE NE CORNER OF BLOCK F, PAD 6
2003 10' W AND 21' S FROM THE NE CORNER OF BLOCK F, PAD 6
2004 10' W AND 22' S FROM THE NE CORNER OF BLOCK F, PAD 6
2005 10' W AND 23' S FROM THE NE CORNER OF BLOCK F, PAD 6
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 /rye /J i W
CHARLES I BB WILLIAMS
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.
Geotechnical Enaineerina P/ Construction Materials Testing P7 Environmental Engineering P7 Consulting
t , ,
��
- ' REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/15/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -75
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT'
NO. DEPTH NUMBER % PCF % PCF COMPACTION
2007 11/15/05 FG -4.5 6 22.0 97.5 27.3 81 83 1 -A
2008 11/15/05 FG -4.0 6 22.0 97.5 28.1 91 94 1 -A
2009 11/15/05 FG -3.5 6 22.0 97.5 26.9 91 93 1 -A
2010 11/15/05 FG -3.0 6 22.0 97.5 26.8 92 94 1 -A
2011 11/15/05 FG -2.5 6 22.0 97.5 27.1 92 94 1 -A
2012 11/15/05 FG -2.0 6 22.0 97.5 27.8 91 94 1 -A
2013 11/15/05 FG -1.5 6 22.0 97.5 27.5 92 94 1 -A
TEST LOCATION: BUILDING PAD
2007 10' W AND 10' S FROM THE NE CORNER OF BLOCK F, PAD 5
2008 10' W AND 11' S FROM THE NE CORNER OF BLOCK F, PAD 5
2009 10' W AND 12' S FROM THE NE CORNER OF BLOCK F, PAD 5
2010 10' W AND 13' S FROM THE NE CORNER OF BLOCK F, PAD 5
2011 10' W AND 14' S FROM THE NE CORNER OF BLOCK F, PAD 5
2012 10' W AND 15' S FROM THE NE CORNER OF BLOCK F, PAD 5
2013 10' W AND 16' S FROM THE NE CORNER OF BLOCK F, PAD 5
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 �' I ��
% / ye,(s / t O
CHARLES B WILLIAMS
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 riot indicative of the qualities of
apparently identical or similar specimens.
Geotechnical Engineering /2i Construction Materials Testing /2 Environmental Engineering fv Consulting
�1><
/Ai lik REPORT OF FIELD
ALPHA TESTING, INC COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/15/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -75A
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT'
NO. DEPTH NUMBER % PCF i PCF COMPACTION
2014 11/15/05 FG -1.0 6 22.0 97.5 26.8 92 94 1 -A
2015 11/15/05 FG -0.5 6 22.0 97.5 27.3 91 93 1 -A
2016 11/15/05 FG 6 22.0 97.5 27.5 91 93 1 -A
2017 11/15/05 FG -5.5 6 22.0 97.5 28.1 92 94 1 -A
2018 11/15/05 FG -5.0 6 22.0 97.5 27.5 92 94 1 -A
2019 11/15/05 FG -4.5 6 22.0 97.5 27.9 91 94 1 -A
2020 11/15/05 FG -4.0 6 22.0 97.5 26.8 91 93 1 -A
TEST LOCATION: BUILDING PAD
2014 10' W AND 17' S FROM THE NE CORNER OF BLOCK F, PAD 5
2015 10' W AND 18' S FROM THE NE CORNER OF BLOCK F, PAD 5
2016 10' W AND 19' S FROM THE NE CORNER OF BLOCK F, PAD 5
2017 10' W AND 10' S FROM THE NE CORNER OF BLOCK F, PAD 6
2018 10' W AND 11' S FROM THE NE CORNER OF BLOCK F, PAD 6
2019 10' W AND 12' S FROM THE NE CORNER OF BLOCK F, PAD 6
2020 10' W AND 13' S FROM THE NE CORNER OF BLOCK F, PAD 6
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 I ? / ` /
c? W
CHARLES B WILLIAMS
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.
Geotechnical Enaineerina Pi Construction Materials Testing P7 Environmental Engineering Pi Consulting
/AI REPORT OF FIELD
ALPHA TESTING INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas. Texas 75229
972/620-8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/15/05
CARROLLTON, TEXAS
PROJECT HEMINGWAY COURT OUR REPORT NO 05335 -75B
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF i pCF COMPACTION
2021 11/15/05 FG -3.5 6 22.0 97.5 38.3 91 93 1 -A
2022 11/15/05 FG -3.0 6 22.0 97.5 28.1 91 94 1 -A
2023 11/15/05 FG -2.5 6 22.0 97.5 26.9 91 94 1 -A
2024 11/15/05 FG -2.0 6 22.0 97.5 27.3 92 94 1 -A
2025 11/15/05 FG -1.5 6 22.0 97.5 27.9 91 93 1 -A
2026 11/15/05 FG -1.0 6 22.0 97.5 27.4 92 94 1 -A
2027 11/15/05 FG -0.5 6 22.0 97.5 26.9 91 93 1 -A
TEST LOCATION: BUILDING PAD
2021 10' W AND 14' S FROM THE NE CORNER OF BLOCK F, PAD 6
2022 10' W AND 15' S FROM THE NE CORNER OF BLOCK F, PAD 6
2023 10' W AND 16' S FROM THE NE CORNER OF BLOCK F, PAD 6
2024 10' W AND 17' S FROM THE NE CORNER OF BLOCK F, PAD 6
2025 10' W AND 18' S FROM THE NE CORNER OF BLOCK F, PAD 6
2026 10' W AND 19' S FROM THE NE CORNER OF BLOCK F, PAD 6
2027 10' W AND 20' S FROM THE NE CORNER OF BLOCK F, PAD 6
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 Subm tted,
4. CEMENT TREATED D. RETEST n
CHARLES B WILLIAMS
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.
Geote.(`11nirtl Enrnineerino P7 (onstrll!)tion Materials Te..Sfin i Pi Environmental Eniineerino P7 COnSUltfna
- REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/15/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -75C
IRVING, TEXAS
TEST DATA:
O MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER pCE i PCE COMPACTION
% 2028 11/15/05 FG 6 22.0 97.5 27.3 91 93 1 -A
2029 11/15/05 FG -12.5 6 22.0 97.5 27.1 92 94 1 -A
2030 11/15/05 FG -12.0 6 22.0 97.5 26.8 92 94 1 -A
2031 11/15/05 FG -11.5 6 22.0 97.5 27.1 91 94 1 -A
2032 11/15/05 FG -11.0 6 22.0 97.5 27.5 92 94 1 -A
2033 11/15/05 FG -10.5 6 22.0 97.5 27.4 92 94 1 -A
2034 11/15/05 FG -10.0 6 22.0 97.5 26.9 91 94 1 -A
TEST LOCATION: BUILDING PAD
2028 10' W AND 21' S FROM THE NE CORNER OF BLOCK F, PAD 6
2029 10' W AND 10' S FROM THE NE CORNER OF BLOCK F, PAD 7
2030 10' W AND 11' S FROM THE NE CORNER OF BLOCK F, PAD 7
2031 10' W AND 12' S FROM THE NE CORNER OF BLOCK F, PAD 7
2032 10' W AND 13' S FROM THE NE CORNER OF BLOCK F, PAD 7
2033 10' W AND 14' S FROM THE NE CORNER OF BLOCK F, PAD 7
2034 10' W AND 15' S FROM THE NE CORNER OF BLOCK F, PAD 7
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
g" W
CHARLES B WILLIAMS
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.
;A i REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St, Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/15/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -75D
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF % PCF COMPACTION
- 2035 11/15/05 FG -9.5 6 22.0 97.5 26.8 91 93 1 -A
2036 11/15/05 FG -9.0 6 22.0 97.5 27.1 92 94 1 -A
2037 11/15/05 FG -8.5 6 22.0 97.5 26.9 92 94 1 -A
2038 11/15/05 FG -8.0 6 22.0 97.5 27.0 91 93 1 -A
2039 11/15/05 FG -7.5 6 22.0 97.5 27.3 91 93 1 -A
2040 11/15/05 FG -7.0 6 22.0 97.5 28.1 92 95 1 -A
2041 11/15/05 FG -6.5 6 22.0 97.5 27.9 92 94 1 -A
TEST LOCATION: BUILDING PAD
2035 10' W AND 16' S FROM THE NE CORNER OF BLOCK F, PAD 7
2036 10' W AND 17' S FROM THE NE CORNER OF BLOCK F, PAD 7
2037 10' W AND 18' S FROM THE NE CORNER OF BLOCK F, PAD 7
2038 10' W AND 19' S FROM THE NE CORNER OF BLOCK F, PAD 7
2039 10' W AND 20' S FROM THE NE CORNER OF BLOCK F, PAD 7
2040 10' W AND 21' S FROM THE NE CORNER OF BLOCK F, PAD 7
2041 10' W AND 22' S FROM THE NE CORNER OF BLOCK F, PAD 7
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 Subbmi / tted,
4. CEMENT TREATED D. RETEST
ad"' W
CHARLES 8 WILLIAMS
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.
GPntechniral Fnrrinanrinn P1 r'.nnctrnntinn Matarialc Tactinn Fnvirnnmantal FnninAArinn I (`nncnitinn
s %\
, REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
I
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/15/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -75E
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT`
NO. DEPTH NUMBER % PCF % PCF COMPACTION
2042 11/15/05 FG -6.0 6 22.0 97.5 27.3 91 93 1 -A
2043 11/15/05 FG -5.5 6 22.0 97.5 26.8 92 94 1 -A
2044 11/15/05 FG -5.0 6 22.0 97.5 27.5 91 94 1 -A
2045 11/15/05 FG -4.5 6 22.0 97.5 28.1 92 94 1 -A
2046 11/15/05 FG -4.0 6 22.0 97.5 27.5 92 94 1 -A
2047 11/15/05 FG -3.5 6 22.0 97.5 27.9 92 94 1 -A
2048 11/15/05 FG -3.0 6 22.0 97.5 27.3 91 93 1 -A
TEST LOCATION: BUILDING PAD
2042 10' W AND 23' S FROM THE NE CORNER OF BLOCK F, PAD 7
2043 10' W AND 24' S FROM THE NE CORNER OF BLOCK F, PAD 7
2044 10' W AND 25' S FROM THE NE CORNER OF BLOCK F, PAD 7
2045 10' W AND 26' S FROM THE NE CORNER OF BLOCK F, PAD 7
2046 10' W AND 27' S FROM THE NE CORNER OF BLOCK F, PAD 7
2047 10' W AND 28' S FROM THE NE CORNER OF BLOCK F, PAD 7
2048 10' W AND 29' S FROM THE NE CORNER OF BLOCK F, PAD 7
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 �� `�� _ W tt
CHARLES B WILLIAMS
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 shat 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.
Geotechnical Enaineerina Pi Construction Materials Testing P7 Environmental Enaineerina 07 Consulting
r
/ %- ' REPORT OF FIELD
ALPHA TESTING INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/15/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -75F
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER i PCF % PCF COMPACTION
■
2049 11/15/05 FG -2.5 6 22.0 97.5 26.8 91 93 1 -A
2050 11/15/05 FG -2.0 6 22.0 97.5 27.3 92 94 1 -A
2051 11/15/05 FG -0.5 6 22.0 97.5 27.1 92 94 1 -A
2052 11/15/05 FG -1.0 6 22.0 97.5 26.8 92 94 1 -A
2053 11/15/05 FG -0.5 6 22.0 97.5 26.5 92 94 1 -A
2054 11/15/05 FG 6 22.0 97.5 26.9 91 93 1 -A
2055 11/15/05 SG 6 22.0 97.5 27.1 91 94 1 -A
TEST LOCATION: BUILDING PAD
2049 10' W AND 30' S FROM THE NE CORNER OF BLOCK F, PAD 7
2050 10' W AND 31' S FROM THE NE CORNER OF BLOCK F, PAD 7
2051 10' W AND 32' S FROM THE NE CORNER OF BLOCK F, PAD 7
2052 10' W AND 33' S FROM THE NE CORNER OF BLOCK F, PAD 7
2053 10' W AND 34' S FROM THE NE CORNER OF BLOCK F, PAD 7
2054 10' W AND 35' S FROM THE NE CORNER OF BLOCK F, PAD 7
2055 10' W AND 10' S FROM THE NE CORNER OF BLOCK H, PAD 1
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 �, I�� a)4'714;-' CHHIARL6L,ESS/B /WILLIAMS
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.
t-_,,.,r,,,,h ,,,...r c..,.,.,,,.,.,..., n. r ;..,, nn ,*,.. ;.,r.. r....# ;.,., n, c.,,,,.,,.,,.,....r , r c ..,,;„,,,,.,.,.. n. r"...,<.„rr;.,,.
7 ) , ii k REPORT OF FIELD
ALPHA TESTING INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/30/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -91F
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PcP i PcF COMPACTION
% ■
2935 11/30/05 FG -2.5 6 22.0 97.5 28.1 91 94 1 -A
2936 11/30/05 FG -2.0 6 22.0 97.5 27.3 92 94 1 -A
2937 11/30/05 FG -1.5 6 22.0 97.5 28.1 91 93 1 -A
2938 11/30/05 FG -1.0 6 22.0 97.5 27.5 92 95 1 -A
2939 11/30/05 FG -0.5 6 22.0 97.5 26.9 92 94 1 -A
2940 11/30/05 FG 6 22.0 97.5 27.3 92 95 1 -A
2941 11/30/05 FG -12.5 6 22.0 97.5 27.8 91 93 1 -A
TEST LOCATION: BUILDING PADS
2935 10' S AND 16' W FROM THE NE CORNER OF BLOCK J, PAD 15
2936 10' S AND 17' W FROM THE NE CORNER OF BLOCK J, PAD 15
2937 10' S AND 18' W FROM THE NE CORNER OF BLOCK J, PAD 15
2938 10' S AND 19' W FROM THE NE CORNER OF BLOCK J, PAD 15
2939 10' S AND 20' W FROM THE NE CORNER OF BLOCK J, PAD 15
2940 10' S AND 21' W FROM THE NE CORNER OF BLOCK J, PAD 15
2941 10' S AND 10' W FROM THE NE CORNER OF BLOCK H, PAD 6
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 �A""" tf t;''
CHARLES B WILLIAMS
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 andlor 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.
Geotechnical Engineering / i Construction Materials Testing P7 Environmental Engineering /i Consulting
REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/30/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -91G
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER i PCF r PCF COMPACTION
2942 11/30/05 FG -12.0 6 22.0 97.5 27.3 91 93 1 -A
2943 11/30/05 FG -11.5 6 22.0 97.5 28.1 92 94 1 -A
2944 11/30/05 FG -11.0 6 22.0 97.5 27.1 92 95 1 -A
2945 11/30/05 FG -10.5 6 22.0 97.5 28.5 91 94 1 -A
2946 11/30/05 FG -10.0 6 22.0 97.5 26.9 91 93 1 -A
2947 11/30/05 FG -9.5 6 22.0 97.5 28.1 92 95 1 -A
2948 11/30/05 FG -9.0 6 22.0 97.5 27.3 92 95 1 -A
TEST LOCATION: BUILDING PADS
2942 10' S AND 11' W FROM THE NE CORNER OF BLOCK H, PAD 6
2943 10' S AND 12' W FROM THE NE CORNER OF BLOCK H, PAD 6
2944 10' S AND 13' W FROM THE NE CORNER OF BLOCK H, PAD 6
2945 10' S AND 14' W FROM THE NE CORNER OF BLOCK H, PAD 6
2946 10' S AND 15' W FROM THE NE CORNER OF BLOCK H, PAD 6
2947 10' S AND 16' W FROM THE NE CORNER OF BLOCK H, PAD 6
2948 10' S AND 17' W FROM THE NE CORNER OF BLOCK H, PAD 6
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 W
CHARLES B WILLIAMS
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.
Geotechnical Engineering /2: Construction Materials Testing /2' Environmental Engineering /2: Consulting
/% REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8971 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/30/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -91 H
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF i PCF COMPACTION
2949 11/30/05 FG -8.5 6 22.0 97.5 28.1 91 94 1 -A
2950 11/30/05 FG -8.0 6 22.0 97.5 27.3 92 95 1 -A
2951 11/30/05 FG -7.5 6 22.0 97.5 27.9 91 93 1 -A
2952 11/30/05 FG -7.0 6 22.0 97.5 28.3 92 94 1 -A
2953 11/30/05 FG -6.5 6 22.0 97.5 26.9 92 95 1 -A
2954 11/30/05 FG -6.0 6 22.0 97.5 28.1 91 93 1 -A
2955 11/30/05 FG -5.5 6 22.0 97.5 27.5 91 94 1 -A
TEST LOCATION: BUILDING PADS
2949 10' S AND 18' W FROM THE NE CORNER OF BLOCK H, PAD 6
2950 10' S AND 19' W FROM THE NE CORNER OF BLOCK H, PAD 6
2951 10' S AND 20' W FROM THE NE CORNER OF BLOCK H, PAD 6
2952 10' S AND 21' W FROM THE NE CORNER OF BLOCK H, PAD 6
2953 10' S AND 22' W FROM THE NE CORNER OF BLOCK H, PAD 6
2954 10' S AND 23' W FROM THE NE CORNER OF BLOCK H, PAD 6
2955 10' S AND 24' W FROM THE NE CORNER OF BLOCK H, PAD 6
1. ALL ' 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 eA° ' tf j
CHARLES B WILLIAMS
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.
Geotechnical Engineering Pr Construction Materials Testing k'7 Environmental Engineering P.7 Consulting
/ / , i� REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -891 1 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/30/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -911
IRVING, TEXAS
TEST DATA:
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
2956 11/30/05 FG -12.5 6 22.0 97.5 28.1 92 94 1 -A
2957 11/30/05 FG -12.0 6 22.0 97.5 27.5 91 93 1 -A
2958 11/30/05 FG -11.5 6 22.0 97.5 26.9 92 95 1 -A
2959 11/30/05 FG -11.0 6 22.0 97.5 28.3 92 94 1 -A
2960 11/30/05 FG -10.5 6 22.0 97.5 27.5 91 94 1 -A
2961 11/30/05 FG -10.0 6 22.0 97.5 27.1 91 93 1 -A
2962 11/30/05 FG -9.5 6 22.0 97.5 28.3 92 94 1 -A
TEST LOCATION: BUILDING PADS
2956 10' S AND 10' W FROM THE NE CORNER OF BLOCK H, PAD 7
2957 10' S AND 11' W FROM THE NE CORNER OF BLOCK H, PAD 7
2958 10' S AND 12' W FROM THE NE CORNER OF BLOCK H, PAD 7
2959 10' S AND 13' W FROM THE NE CORNER OF BLOCK H, PAD 7
2960 10' S AND 14' W FROM THE NE CORNER OF BLOCK H, PAD 7
2961 10' S AND 15' W FROM THE NE CORNER OF BLOCK H, PAD 7
2962 10' S AND 16' W FROM THE NE CORNER OF BLOCK H, PAD 7
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 g aAlit;'
CHARLES 8 WILLIAMS
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.
Geotechnical Engineering /y'- Construction Materials Testing Pi Environmental Engineering /2i Consulting
�i/ REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/30/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335-91J
IRVING, TEXAS
TEST DATA:
OPTIM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
2963 11/30/05 FG -9.0 6 22.0 97.5 28.3 91 94 1 -A
2964 11/30/05 FG -8.5 6 22.0 97.5 27.5 92 95 1 -A
2965 11/30/05 FG -8.0 6 22.0 97.5 26.9 91 93 1 -A
2966 11/30/05 FG -7.5 6 22.0 97.5 27.3 91 93 1 -A
2967 11/30/05 FG -7.0 6 22.0 97.5 28.1 92 94 1 -A
2968 11/30/05 FG -6.5 6 22.0 97.5 27.9 92 95 1 -A
2969 11/30/05 FG -6.0 6 22.0 97.5 27.3 92 95 1 -A
TEST LOCATION: BUILDING PADS
2963 10' S AND 17' W FROM THE NE CORNER OF BLOCK H, PAD 7
2964 10' S AND 18' W FROM THE NE CORNER OF BLOCK H, PAD 7
2965 10' S AND 19' W FROM THE NE CORNER OF BLOCK H, PAD 7
2966 10' S AND 20' W FROM THE NE CORNER OF BLOCK H, PAD 7
2967 10' S AND 21' W FROM THE NE CORNER OF BLOCK H, PAD 7
2968 10' S AND 22' W FROM THE NE CORNER OF BLOCK H, PAD 7
2969 10' S AND 23' W FROM THE NE CORNER OF BLOCK H, PAD 7
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 W
CHARLES B WILLIAMS
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients on fi le 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.
Geotechnical Engineering /; Construction Materials Testing /21 Environmental Engineering Pi Consulting
/ REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8971 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/30/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335-91K
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER i PCF i PCF COMPACTION
2970 11/30/05 FG -12.5 6 22.0 97.5 26.8 91 94 1 -A
2971 11/30/05 FG -12.0 6 22.0 97.5 28.4 91 93 1 -A
2972 11/30/05 FG -11.5 6 22.0 97.5 27.5 92 95 1 -A
2973 11/30/05 FG -11.0 6 22.0 97.5 27.2 91 94 1 -A
2974 11/30/05 FG -10.5 6 22.0 97.5 27.9 91 93 1 -A
2975 11/30/05 FG -10.0 6 22.0 97.5 28.3 91 94 1 -A
2976 11/30/05 FG -9.5 6 22.0 97.5 28.1 92 94 1 -A
TEST LOCATION: BUILDING PADS
2970 10' S AND 10' W FROM THE NE CORNER OF BLOCK H, PAD 8
2971 10' S AND 11' W FROM THE NE CORNER OF BLOCK H, PAD 8
2972 10' S AND 12' W FROM THE NE CORNER OF BLOCK H, PAD 8
2973 10' S AND 13' W FROM THE NE CORNER OF BLOCK H, PAD 8
2974 10' S AND 14' W FROM THE NE CORNER OF BLOCK H, PAD 8
2975 10' S AND 15' W FROM THE NE CORNER OF BLOCK H, PAD 8
2976 10' S AND 16' W FROM THE NE CORNER OF BLOCK H, PAD 8
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 e n ��
CHARLES B WILLIAMS
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients on rile 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.
Geotechnical Engineering i» Construction Materials Testing Pi Environmental Engineering /2i Consulting
.///, t
i7, REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8971 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
I
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/30/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -91L
IRVING, TEXAS
TEST DATA:
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF % PCF COMPACTION
2977 11/30/05 FG -9.0 6 22.0 97.5 28.1 91 94 1 -A
2978 11/30/05 FG -8.5 6 22.0 97.5 27.5 92 95 1 -A
2979 11/30/05 FG -8.0 6 22.0 97.5 26.9 91 93 1 -A
2980 11/30/05 FG -7.5 6 22.0 97.5 27.5 92 94 1 -A
2981 11/30/05 FG -7.0 6 22.0 97.5 28.3 91 94 1 -A
2982 11/30/05 FG -6.5 6 22.0 97.5 29.1 92 95 1 -A
2983 11/30/05 FG -6.0 6 22.0 97.5 28.1 91 93 1 -A
TEST LOCATION: BUILDING PADS
2977 10' S AND 17' W FROM THE NE CORNER OF BLOCK H, PAD 8
2978 10' S AND 18' W FROM THE NE CORNER OF BLOCK H, PAD 8
2979 10' S AND 19' W FROM THE NE CORNER OF BLOCK H, PAD 8
2980 10' S AND 20' W FROM THE NE CORNER OF BLOCK H, PAD 8
2981 10' S AND 21' W FROM THE NE CORNER OF BLOCK H, PAD 8
2982 10' S AND 22' W FROM THE NE CORNER OF BLOCK H, PAD 8
2983 10' S AND 23' W FROM THE NE CORNER OF BLOCK H, PAD 8
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 � � '
CHARLES B WILLIAMS G /
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.
Geotechnical Enaineerina /= Construction Materials Testina /'i Environmental Enaineerina P% Consuitina
A REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -891 1 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/30/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -91 M
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
PCF % PCF
2984 11/30/05 FG -12.5 6 22.0 97.5 28.1 91 94 1 -A
2985 11/30/05 FG -12.0 6 22.0 97.5 27.3 92 95 1 -A
2986 11/30/05 FG -11.5 6 22.0 97.5 26.9 91 93 1 -A
2987 11/30/05 FG -11.0 6 22.0 97.5 28.3 91 94 1 -A
2988 11/30/05 FG -10.5 6 22.0 97.5 27.5 92 94 1 -A
2989 11/30/05 FG -10.0 6 22.0 97.5 27.3 92 95 1 -A
2990 11/30/05 FG -9.5 6 22.0 97.5 28.1 92 94 1 -A
TEST LOCATION: BUILDING PADS
2984 10' S AND 10' W FROM THE NE CORNER OF BLOCK H, PAD 9
2985 10' S AND 11' W FROM THE NE CORNER OF BLOCK H, PAD 9
2986 10' S AND 12' W FROM THE NE CORNER OF BLOCK H, PAD 9
2987 10' S AND 13' W FROM THE NE CORNER OF BLOCK H, PAD 9
2988 10' S AND 14' W FROM THE NE CORNER OF BLOCK H, PAD 9
2989 10' S AND 15' W FROM THE NE CORNER OF BLOCK H, PAD 9
2990 10' S AND 16' W FROM THE NE CORNER OF BLOCK H, PAD 9
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 6""'" tf W
CHARLES B WILLIAMS
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.
Geotechnical Engineering /_Pz Construction Materials Testing P7 Environmental Engineering /, Consulting
/ REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -891 1 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/30/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -91N
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF i PCF COMPACTION
2991 11/30/05 FG -9.0 6 22.0 97.5 28.1 91 94 1 -A
2992 11/30/05 FG -8.5 6 22.0 97.5 27.3 92 95 1 -A
-
2993 11/30/05 FG -8.0 6 22.0 97.5 27.5 91 93 1 -A
2994 11/30/05 FG -7.5 6 22.0 97.5 26.9 93 95 1 -A
2995 11/30/05 FG -7.0 6 22.0 97.5 28.3 92 95 1 -A
2996 11/30/05 FG -6.5 6 22.0 97.5 27.9 91 93 1 -A
2997 11/30/05 FG -6.0 6 22.0 97.5 27.1 91 94 1 -A
TEST LOCATION: BUILDING PADS
2991 10' S AND 17' W FROM THE NE CORNER OF BLOCK H, PAD 9
2992 10' S AND 18' W FROM THE NE CORNER OF BLOCK H, PAD 9
2993 10' S AND 19' W FROM THE NE CORNER OF BLOCK H, PAD 9
2994 10' S AND 20' W FROM THE NE CORNER OF BLOCK H, PAD 9
2995 10' S AND 21' W FROM THE NE CORNER OF BLOCK H, PAD 9
2996 10' S AND 22' W FROM THE NE CORNER OF BLOCK H, PAD 9
2997 10' S AND 23' W FROM THE NE CORNER OF BLOCK H, PAD 9
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 6,4k ly W �^�^"
CHARLES B WILLIAMS
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.
Geotechnical Engineering /2' Construction Materials Testing /2. Environmental Engineering /27 Consulting
N REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 11/30/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -910
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF % PCF COMPACTION
2998 11/30/05 FG -12.5 6 22.0 97.5 28.1 90 93 1 -A
2999 11/30/05 FG -12.0 6 22.0 97.5 27.3 92 95 1 -A
3000 11/30/05 FG -11.5 6 22.0 97.5 26.9 92 94 1 -A
3001 11/30/05 FG -11.0 6 22.0 97.5 27.5 91 93 1 -A
3002 11/30/05 FG -10.5 6 22.0 97.5 28.1 92 94 1 -A
3003 11/30/05 FG -10.0 6 22.0 97.5 27.5 92 95 1 -A
3004 11/30/05 FG -9.0 6 22.0 97.5 27.9 91 94 1 -A
TEST LOCATION: BUILDING PADS
2998 10' S AND 10' W FROM THE NE CORNER OF BLOCK H, PAD 10
2999 10' S AND 11' W FROM THE NE CORNER OF BLOCK H, PAD 10
3000 10' S AND 12' W FROM THE NE CORNER OF BLOCK H, PAD 10
3001 10' S AND 13' W FROM THE NE CORNER OF BLOCK H, PAD 10
3002 10' S AND 14' W FROM THE NE CORNER OF BLOCK H, PAD 10
3003 10' S AND 15' W FROM THE NE CORNER OF BLOCK H, PAD 10
3004 10' S AND 16' W FROM THE NE CORNER OF BLOCK H, PAD 10
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 e n , a)12it
CHARLES B WILLIAMS
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.
Geotechnical Engineering /27 Construction Materials Testing /c Environmental Engineering /27 Consulting
A REPORT OF FIELD
ALPHA TESTING INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -891 1 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/01/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -92
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER i PCF PCF COMPACTION
3005 12/01/05 FG -8.5 6 22.0 97.5 28.1 91 94 1 -A
3006 12/01/05 FG -8.0 6 22.0 97.5 27.5 91 93 1 -A
3007 12/01/05 FG -7.5 6 22.0 97.5 26.9 90 93 1 -A
3008 12/01/05 FG -7.0 6 22.0 97.5 27.3 92 95 1 -A
3009 12/01/05 FG -6.5 6 22.0 97.5 27.8 92 94 1 -A
3010 12/01/05 FG -6.0 6 22.0 97.5 27.4 92 94 1 -A
3011 12/01/05 FG -5.5 6 22.0 97.5 28.1 91 94 1 -A
TEST LOCATION: BUILDING PADS
3005 10' S AND 17' W FROM THE NE CORNER OF BLOCK H, PAD 10
3006 10' S AND 18' W FROM THE NE CORNER OF BLOCK H, PAD 10
3007 10' S AND 19' W FROM THE NE CORNER OF BLOCK H, PAD 10
3008 10' S AND 20' W FROM THE NE CORNER OF BLOCK H, PAD 10
3009 10' S AND 21' W FROM THE NE CORNER OF BLOCK H, PAD 10
3010 10' S AND 22' W FROM THE NE CORNER OF BLOCK H, PAD 10
3011 10' S AND 23' W FROM THE NE CORNER OF BLOCK H, PAD 10
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 Resspecctffuullyy Submitted,
4. CEMENT TREATED D. RETEST
di u/
CHARLES B WILLIAMS
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.
Geotechnical Engineering l' Construction Materials Testing R7 Environmental Engineering /2i Consulting
a
f
X REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
I
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/01/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -92A
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF A PCF COMPACTION
3012 12/01/05 FG -12.5 6 22.0 97.5 28.3 90 93 1 -A
3013 12/01/05 FG -12.0 6 22.0 97.5 27.5 92 94 1 -A
3014 12/01/05 FG -11.5 6 22.0 97.5 27.5 92 95 1 -A
3015 12/01/05 FG -11.0 6 22.0 97.5 27.9 91 93 1 -A
3016 12/01/05 FG -10.5 6 22.0 97.5 26.8 91 93 1 -A
3017 12/01/05 FG -10.0 6 22.0 97.5 27.3 92 95 1 -A
3018 12/01/05 FG -9.5 6 22.0 97.5 28.4 92 94 1 -A
TEST LOCATION: BUILDING PADS
3012 10' S AND 10' W FROM THE NE CORNER OF BLOCK H, PAD 11
3013 10' S AND 11' W FROM THE NE CORNER OF BLOCK H, PAD 11
3014 10' S AND 12' W FROM THE NE CORNER OF BLOCK H, PAD 11
3015 10' S AND 13' W FROM THE NE CORNER OF BLOCK H, PAD 11
3016 10' S AND 14' W FROM THE NE CORNER OF BLOCK H, PAD 11
3017 10' S AND 15' W FROM THE NE CORNER OF BLOCK H, PAD 11
3018 10' S AND 16' W FROM THE NE CORNER OF BLOCK H, PAD 11
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 � n W
CHARLES B WILLIAMS
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.
Geotechnical Engineering /_i Construction Materials Testing /2/ Environmental Engineering /r Consulting
A REPORT OF FIELD
, ..
. .
, ,.
ALPHA TESTING INC. COMPACTION TESTS
2209 Wisconsin St., Suite 700
Dallas, Texas 75229
972/620 -891 1 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/01/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -92B
IRVING, TEXAS
TEST DATA:
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
3019 12/01/05 FG -9.0 6 22.0 97.5 27.3 91 94 1 -A
3020 12/01/05 FG -8.5 6 22.0 97.5 26.8 91 93 1 -A
3021 12/01/05 FG -8.0 6 22.0 97.5 28.1 92 94 1 -A
3022 12/01/05 FG -7.5 6 22.0 97.5 28.9 92 95 1 -A
3023 12/01/05 FG -7.0 6 22.0 97.5 28.1 91 93 1 -A
3024 12/01/05 FG -6.5 6 22.0 97.5 27.5 92 94 1 -A
3025 12/01/05 FG -6.0 6 22.0 97.5 27.6 92 95 1 -A
TEST LOCATION: BUILDING PADS
3019 10' S AND 17' W FROM THE NE CORNER OF BLOCK H, PAD 11
3020 10' S AND 18' W FROM THE NE CORNER OF BLOCK H, PAD 11
3021 10' S AND 19' W FROM THE NE CORNER OF BLOCK H, PAD 11
3022 10' S AND 20' W FROM THE NE CORNER OF BLOCK H, PAD 11
3023 10' S AND 21' W FROM THE NE CORNER OF BLOCK H, PAD 11
3024 10' S AND 22' W FROM THE NE CORNER OF BLOCK H, PAD 11
3025 10' S AND 23' W FROM THE NE CORNER OF BLOCK H, PAD 11
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 Resspecctffuullyy Submitted,
4. CEMENT TREATED D. RETEST ��`°"'" W
CHARLES B WILLIAMS
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.
Geofechnical Engineering / Construction Materials Testing A Environmental Engineering /2i Consulting
7N ik REPORT OF FIELD
ALPHA TESTING INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -897 7 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
I
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/01/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -920
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF i PCF COMPACTION
3026 12/01/05 FG -12.5 6 22.0 97.5 28.3 92 94 1 -A
3027 12/01/05 FG -12.0 6 22.0 97.5 27.9 91 94 1 -A
3028 12/01/05 FG -11.5 6 22.0 97.5 26.9 91 93 1 -A
3029 12/01/05 FG -11.0 6 22.0 97.5 27.3 92 94 1 -A
3030 12/01/05 FG -10.5 6 22.0 97.5 27.5 91 93 1 -A
3031 12/01/05 FG -10.0 6 22.0 97.5 28.3 92 94 1 -A
3032 12/01/05 FG -9.5 6 22.0 97.5 28.1 92 95 1 -A
TEST LOCATION: BUILDING PADS
3026 10' S AND 10' W FROM THE NE CORNER OF BLOCK H, PAD 12
3027 10' S AND 11' W FROM THE NE CORNER OF BLOCK H, PAD 12
3028 10' S AND 12' W FROM THE NE CORNER OF BLOCK H, PAD 12
3029 10' S AND 13' W FROM THE NE CORNER OF BLOCK H, PAD 12
3030 10' S AND 14' W FROM THE NE CORNER OF BLOCK H, PAD 12
3031 10' S AND 15' W FROM THE NE CORNER OF BLOCK H, PAD 12
3032 10' S AND 16' W FROM THE NE CORNER OF BLOCK H, PAD 12
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 Resspecctfullyy Submitted,
4. CEMENT TREATED D. RETEST �L fu JW 4,
CHARLES B WILLIAMS
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.
Geotechnical Engineering /27 Construction Materials Testing / Environmental Engineering Pi Consulting
1 / REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8971 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/01/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -92D
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT'
NO. DEPTH NUMBER i PCE i PCE COMPACTION
3033 12/01/05 FG -9.0 6 22.0 97.5 28.1 91 94 1 -A
3034 12/01/05 FG -8.5 6 22.0 97.5 26.9 92 94 1 -A
3035 12/01/05 FG -8.0 6 22.0 97.5 28.3 91 93 1 -A
3036 12/01/05 FG -7.5 6 22.0 97.5 27.5 92 95 1 -A
3037 12/01/05 FG -7.0 6 22.0 97.5 28.5 92 95 1 -A
3038 12/01/05 FG -6.5 6 22.0 97.5 26.9 91 94 1 -A
3039 12/01/05 FG -6.0 6 22.0 97.5 27.5 91 93 1 -A
TEST LOCATION: BUILDING PADS
3033 10' S AND 17' W FROM THE NE CORNER OF BLOCK H, PAD 12
3034 10' S AND 18' W FROM THE NE CORNER OF BLOCK H, PAD 12
3035 10' S AND 19' W FROM THE NE CORNER OF BLOCK H, PAD 12
3036 10' S AND 20' W FROM THE NE CORNER OF BLOCK H, PAD 12
3037 10' S AND 21' W FROM THE NE CORNER OF BLOCK H, PAD 12
3038 10' S AND 22' W FROM THE NE CORNER OF BLOCK H, PAD 12
3039 10' S AND 23' W FROM THE NE CORNER OF BLOCK H, PAD 12
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 )12i4;''
CHARLES B WILLIAMS
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.
Geotechnical Engineering /'' Construction Materials Testing !'? Environmental Engineering /: // Consulting
X REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/01/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -92E
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT'
NO. DEPTH NUMBER i PCF i PCF COMPACTION
3040 12/01/05 FG -12.5 6 22.0 97.5 28.1 91 94 1 -A
3041 12/01/05 FG -12.0 6 22.0 97.5 27.8 91 93 1 -A
3042 12/01/05 FG -11.5 6 22.0 97.5 26.9 92 95 1 -A
3043 12/01/05 FG -11.0 6 22.0 97.5 28.3 91 94 1 -A
3044 12/01/05 FG -10.5 6 22.0 97.5 27.9 92 94 1 -A
3045 12/01/05 FG -10.0 6 22.0 97.5 27.5 91 93 1 -A
3046 12/01/05 FG -9.5 6 22.0 97.5 26.8 92 95 1 -A
TEST LOCATION: BUILDING PADS
3040 10' S AND 10' W FROM THE NE CORNER OF BLOCK H, PAD 13
3041 10' S AND 11' W FROM THE NE CORNER OF BLOCK H, PAD 13
3042 10' S AND 12' W FROM THE NE CORNER OF BLOCK H, PAD 13
3043 10' S AND 13' W FROM THE NE CORNER OF BLOCK H, PAD 13
3044 10' S AND 14' W FROM THE NE CORNER OF BLOCK H, PAD 13
3045 10' S AND 15' W FROM THE NE CORNER OF BLOCK H, PAD 13
3046 10' S AND 16' W FROM THE NE CORNER OF BLOCK H, PAD 13
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 Respectfullyy Submitted,
4. CEMENT TREATED D. RETEST //12/
CHARLES B WILLIAMS
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.
Geotechnical Engineering /?7 Construction Materials Testing /-r Environmental Engineering /-i Consulting
A REPORT OF FIELD
. ,,,.,,/.
.„__ .....
ALPHA TESTING INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/01/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -92F
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER i PCF r PCF COMPACTION
3047 12/01/05 FG -9.0 6 22.0 97.5 27.3 92 94 1 -A
3048 12/01/05 FG -8.5 6 22.0 97.5 26.9 91 93 1 -A
3049 12/01/05 FG -8.0 6 22.0 97.5 28.1 92 95 1 -A
3050 12/01/05 FG -7.5 6 22.0 97.5 27.3 93 95 1 -A
3051 12/01/05 FG -7.0 6 22.0 97.5 27.9 91 94 1 -A
3052 12/01/05 FG -6.5 6 22.0 97.5 28.4 91 93 1 -A
3053 12/01/05 FG -6.0 6 22.0 97.5 26.9 92 95 1 -A
TEST LOCATION: BUILDING PADS
3047 10' S AND 17' W FROM THE NE CORNER OF BLOCK H, PAD 13
3048 10' S AND 18' W FROM THE NE CORNER OF BLOCK H, PAD 13
3049 10' S AND 19' W FROM THE NE CORNER OF BLOCK H, PAD 13
3050 10' S AND 20' W FROM THE NE CORNER OF BLOCK H, PAD 13
3051 10' S AND 21' W FROM THE NE CORNER OF BLOCK H, PAD 13
3052 10' S AND 22' W FROM THE NE CORNER OF BLOCK H, PAD 13
3053 10' S AND 23' W FROM THE NE CORNER OF BLOCK H, PAD 13
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 Res miitted,
4. CEMENT TREATED D. RETEST 6A`"'"'" W � /"'
CHARLES B WILLIAMS
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.
Geotechnical Engineering f =`.' Construction Materials Testing %'7 Environmental Engineering /?% Consulting
rt
X REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -897 1 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/01/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -92G
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER i PCF o PCF COMPACTION
3054 12/01/05 FG -1.5 6 22.0 97.5 28.4 91 94 1 -A
3055 12/01/05 FG -1.0 6 22.0 97.5 27.9 91 93 1 -A
3056 12/01/05 FG -0.5 6 22.0 97.5 26.5 92 95 1 -A
3057 12/01/05 FG 6 22.0 97.5 27.3 91 94 1 -A
3058 12/01/05 FG -5.5 6 22.0 97.5 28.1 92 94 1 -A
3059 12/01/05 FG -5.0 6 22.0 97.5 28.5 91 93 1 -A
3060 12/01/05 FG -4.5 6 22.0 97.5 27.5 92 95 1 -A
TEST LOCATION: BUILDING PADS
3054 10' S AND 18' W FROM THE NE CORNER OF BLOCK H, PAD 6
3055 10' S AND 19' W FROM THE NE CORNER OF BLOCK H, PAD 6
3056 10' S AND 20' W FROM THE NE CORNER OF BLOCK H, PAD 6
3057 10' S AND 21' W FROM THE NE CORNER OF BLOCK H, PAD 6
3058 10' S AND 10' W FROM THE NE CORNER OF BLOCK H, PAD 7
3059 10' S AND 11' W FROM THE NE CORNER OF BLOCK H, PAD 7
3060 10' S AND 12' W FROM THE NE CORNER OF BLOCK H, PAD 7
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 Respectfullya)42/11'
Submitted,
4. CEMENT TREATED D. RETEST
� ^
CHAR B WILLIAMS
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.
Geotechnical Engineering %'r Construction Materials Testing /2: Environmental Engineering k/ Consulting
)6 REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St, Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
I
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/01/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -92H
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT'
NO. DEPTH NUMBER PCF % PCF COMPACTION
% 3061 12/01/05 FG -4.0 6 22.0 97.5 27.8 91 93 1 -A
3062 12/01/05 FG -3.5 6 22.0 97.5 26.8 91 94 1 -A
3063 12/01/05 FG -3.0 6 22.0 97.5 25.9 92 95 1 -A
3064 12/01/05 FG -2.5 6 22.0 97.5 28.3 91 94 1 -A
3065 12/01/05 FG -2.0 6 22.0 97.5 28.5 92 95 1 -A
3066 12/01/05 FG -1.5 6 22.0 97.5 27.5 91 93 1 -A
3067 12/01/05 FG -1.0 6 22.0 97.5 27.4 91 94 1 -A
TEST LOCATION: BUILDING PADS
3061 10' S AND 13' W FORM THE NE CORNER OF BLOCK H, PAD 7
3062 10' S AND 14' W FORM THE NE CORNER OF BLOCK H, PAD 7
3063 10' S AND 15' W FORM THE NE CORNER OF BLOCK H, PAD 7
3064 10' S AND 16' W FORM THE NE CORNER OF BLOCK H, PAD 7
3065 10' S AND 17' W FORM THE NE CORNER OF BLOCK H, PAD 7
3066 10' S AND 18' W FORM THE NE CORNER OF BLOCK H, PAD 7
3067 10' S AND 19' W FORM THE NE CORNER OF BLOCK H, PAD 7
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 Resspecctffuullyy Submitted,
4. CEMENT TREATED D. RETEST W
CHARLES 0 WILLIAMS
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.
Geotechnical Engineering /-;',. Construction Materials Testing %='t Environmental Engineering P' Consulting
N k REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/01/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -921
IRVING, TEXAS
TEST DATA:
OPTIM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF r PCF COMPACTION
3068 12/01/05 FG -5.0 6 22.0 97.5 28.1 91 93 1 -A
3069 12/01/05 FG -4.5 6 22.0 97.5 27.5 92 94 1 -A
3070 12/01/05 FG -4.0 6 22.0 97.5 28.3 92 95 1 -A
3071 12/01/05 FG -3.5 6 22.0 97.5 27.5 92 94 1 -A
3072 12/01/05 FG -3.0 6 22.0 97.5 26.9 91 93 1 -A
3073 12/01/05 FG -2.5 6 22.0 97.5 28.3 91 94 1 -A
3074 12/01/05 FG -2.0 6 22.0 97.5 27.5 91 93 1 -A
TEST LOCATION: BUILDING PADS
3068 10' S AND 11' W FROM THE NE CORNER OF BLOCK H, PAD 6
3069 10' S AND 12' W FROM THE NE CORNER OF BLOCK H, PAD 6
3070 10' S AND 13' W FROM THE NE CORNER OF BLOCK H, PAD 6
3071 10' S AND 14' W FROM THE NE CORNER OF BLOCK H, PAD 6
3072 10' S AND 15' W FROM THE NE CORNER OF BLOCK H, PAD 6
3073 10' S AND 16' W FROM THE NE CORNER OF BLOCK H, PAD 6
3074 10' S AND 17' W FROM THE NE CORNER OF BLOCK H, PAD 6
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 l? "
CHARLES B WILLIAMS
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.
Geotechnical Engineering Pi Construction Materials Testing /3 Environmental Engineering /-'r Consulting
N k REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8971 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
,
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/01/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -92J
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER i PCF i PCF COMPACTION
3075 12/01/05 FG -0.5 6 22.0 97.5 28.1 91 94 1 -A
3076 12/01/05 FG 6 22.0 97.5 27.9 91 93 1 -A
3077 12/01/05 FG -5.5 6 22.0 97.5 26.9 93 95 1 -A
3078 12/01/05 FG -5.0 6 22.0 97.5 28.3 91 94 1 -A
3079 12/01/05 FG -4.5 6 22.0 97.5 27.9 92 94 1 -A
3080 12/01/05 FG -4.0 6 22.0 97.5 27.5 91 93 1 -A
3081 12/01/05 FG -3.5 6 22.0 97.5 26.9 91 94 1 -A
TEST LOCATION: BUILDING PADS
3075 10' S AND 20' W FROM THE NE CORNER OF BLOCK H, PAD 7
3076 10' S AND 21' W FROM THE NE CORNER OF BLOCK H, PAD 7
3077 10' S AND 10' W FROM THE NE CORNER OF BLOCK H, PAD 8
3078 10' S AND 11' W FROM THE NE CORNER OF BLOCK H, PAD 8
3079 10' S AND 12' W FROM THE NE CORNER OF BLOCK H, PAD 8
3080 10' S AND 13' W FROM THE NE CORNER OF BLOCK H, PAD 8
3081 10' S AND 14' W FROM THE NE CORNER OF BLOCK H, PAD 8
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 )4'1Z;'''
CHARLES B WILLIAMS
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.
Geotechnical Engineering //r Construction Materials Testing /./i Environmental Engineering /-7 Consulting
/i7- REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/01/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -92K
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT"
NO. DEPTH NUMBER PCF % PCF COMPACTION
3082 12/01/05 FG -3.0 6 22.0 97.5 28.1 92 94 1 -A
3083 12/01/05 FG -2.5 6 22.0 97.5 27.5 91 93 1 -A
3084 12/01/05 FG -2.0 6 22.0 97.5 26.9 91 94 1 -A
3085 12/01/05 FG -1.5 6 22.0 97.5 27.4 92 94 1 -A
3086 12/01/05 FG -1.0 6 22.0 97.5 27.8 91 93 1 -A
3087 12/01/05 FG -0.5 6 22.0 97.5 28.3 92 95 1 -A
3088 12/01/05 FG 6 22.0 97.5 27.9 92 94 1 -A
TEST LOCATION: BUILDING PADS
3082 10' S AND 15' W FROM THE NE CORNER OF BLOCK H, PAD 8
3083 10' S AND 16' W FROM THE NE CORNER OF BLOCK H, PAD 8
3084 10' S AND 17' W FROM THE NE CORNER OF BLOCK H, PAD 8
3085 10' S AND 18' W FROM THE NE CORNER OF BLOCK H, PAD 8
3086 10' S AND 19' W FROM THE NE CORNER OF BLOCK H, PAD 8
3087 10' S AND 20' W FROM THE NE CORNER OF BLOCK H, PAD 8
3088 10' S AND 21' W FROM THE NE CORNER OF BLOCK H, PAD 8
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 a)4'16''('
CHARLES B WILLIAMS
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.
Geotechnical Engineering %'/ Construction Materials Testing h% Environmental Engineering Pr Consulting
/ REPORT OF FIELD
ALPHA TESTING INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8971 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/01/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -92L
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF i PCF COMPACTION
3089 12/01/05 FG -5.5 6 22.0 97.5 28.3 91 93 1 -A
3090 12/01/05 FG -5.0 6 22.0 97.5 27.6 92 95 1 -A
3091 12/01/05 FG -4.5 6 22.0 97.5 27.5 92 94 1 -A
3092 12/01/05 FG -4.0 6 22.0 97.5 26.9 91 94 1 -A
3093 12/01/05 FG -3.5 6 22.0 97.5 28.9 92 95 1 -A
3094 12/01/05 FG -3.0 6 22.0 97.5 27.9 91 93 1 -A
3095 12/01/05 FG -2.5 6 22.0 97.5 27.5 91 94 1 -A
TEST LOCATION: BUILDING PADS
3089 10' S AND 10' W FROM THE NE CORNER OF BLOCK H, PAD 9
3090 10' S AND 11' W FROM THE NE CORNER OF BLOCK H, PAD 9
3091 10' S AND 12' W FROM THE NE CORNER OF BLOCK H, PAD 9
3092 10' S AND 13' W FROM THE NE CORNER OF BLOCK H, PAD 9
3093 10' S AND 14' W FROM THE NE CORNER OF BLOCK H, PAD 9
3094 10' S AND 15' W FROM THE NE CORNER OF BLOCK H, PAD 9
3095 10' S AND 16' W FROM THE NE CORNER OF BLOCK H, PAD 9
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 / / , // ,
CHARLES B WILLIAMS
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.
Geotechnical Engineering 127 Construction Materials Testing 1:22 Environmental Engineering /2; Consulting
A REPORT OF FIELD
„,...._.,,,
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -891 1 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
I
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/01/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -92M
IRVING, TEXAS
TEST DATA:
OPTIM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER i PCF i PCF COMPACTION
3096 12/01/05 FG -2.0 6 22.0 97.5 28.3 91 94 1 -A
3097 12/01/05 FG -1.5 6 22.0 97.5 27.9 91 93 1 -A
3098 12/01/05 FG -1.0 6 22.0 97.5 26.9 92 95 1 -A
3099 12/01/05 FG -0.5 6 22.0 97.5 28.4 91 93 1 -A
3100 12/01/05 FG 6 22.0 97.5 28.5 91 94 1 -A
3101 12/01/05 FG -5.0 6 22.0 97.5 27.9 91 93 1 -A
3102 12/01/05 FG -4.5 6 22.0 97.5 28.3 91 93 1 -A
TEST LOCATION: BUILDING PADS
3096 10' S AND 17' W FROM THE NE CORNER OF BLOCK H, PAD 9
3097 10' S AND 18' W FROM THE NE CORNER OF BLOCK H, PAD 9
3098 10' S AND 19' W FROM THE NE CORNER OF BLOCK H, PAD 9
3099 10' S AND 20' W FROM THE NE CORNER OF BLOCK H, PAD 9
3100 10' S AND 21' W FROM THE NE CORNER OF BLOCK H, PAD 9
3101 10' S AND 10' W FROM THE NE CORNER OF BLOCK H, PAD 10
3102 10' S AND 11' W FROM THE NE CORNER OF BLOCK H, PAD 10
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 g ( til' ' ' 4 '
CHARLES B WILLIAMS
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.
Geotechnical Engineering /2. Construction Materials Testing /2- Environmental Engineering /,i Consulting
- r
�% REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St, Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/01/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -92N
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF % PCF COMPACTION
3103 12/01/05 FG -4.0 6 22.0 97.5 28.1 91 93 1 -A
3104 12/01/05 FG -3.5 6 22.0 97.5 27.9 93 95 1 -A
3105 12/01/05 FG -3.0 6 22.0 97.5 27.5 91 94 1 -A
3106 12/01/05 FG -2.5 6 22.0 97.5 28.3 92 94 1 -A
3107 12/01/05 FG -2.0 6 22.0 97.5 29.1 91 93 1 -A
3108 12/01/05 FG -1.5 6 22.0 97.5 28.5 91 94 1 -A
3109 12/01/05 FG -1.0 6 22.0 97.5 28.4 92 95 1 -A
TEST LOCATION: BUILDING PADS
3103 10' S AND 12' W FROM THE NE CORNER OF BLOCK H, PAD 10
3104 10' S AND 13' W FROM THE NE CORNER OF BLOCK H, PAD 10
3105 10' S AND 14' W FROM THE NE CORNER OF BLOCK H, PAD 10
3106 10' S AND 15' W FROM THE NE CORNER OF BLOCK H, PAD 10
3107 10' S AND 16' W FROM THE NE CORNER OF BLOCK H, PAD 10
3108 10' S AND 17' W FROM THE NE CORNER OF BLOCK H, PAD 10
3109 10' S AND 18' W FROM THE NE CORNER OF BLOCK H, PAD 10
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 W
CHARLES B WILLIAMS
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.
Geotechnica/ Engineering P.' Construction Materials Testing /. Environmental Engineering /b Consulting
N k REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/01/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -920
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID
OPTIMUM MAXIMUM LAB IN PLACE IN P
PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER i PCF r PCF COMPACTION
3110 12/01/05 FG -0.5 6 22.0 97.5 27.3 91 93 1 -A
3111 12/01/05 FG 6 22.0 97.5 28.1 92 94 1 -A
3112 12/01/05 FG -5.5 6 22.0 97.5 26.9 91 94 1 -A
3113 12/01/05 FG -5.0 6 22.0 97.5 28.1 92 95 1 -A
3114 12/01/05 FG -4.5 6 22.0 97.5 27.5 91 93 1 -A
3115 12/01/05 FG -4.0 6 22.0 97.5 26.9 91 94 1 -A
3116 12/01/05 FG -3.5 6 22.0 97.5 27.3 90 93 1 -A
TEST LOCATION: BUILDING PADS
3110 10' S AND 19' W FROM THE NE CORNER OF BLOCK H, PAD 10
3111 10' S AND 20' W FROM THE NE CORNER OF BLOCK H, PAD 10
3112 10' S AND 10' W FROM THE NE CORNER OF BLOCK H, PAD 11
3113 10' S AND 11' W FROM THE NE CORNER OF BLOCK H, PAD 11
3114 10' S AND 12' W FROM THE NE CORNER OF BLOCK H, PAD 11
3115 10' S AND 13' W FROM THE NE CORNER OF BLOCK H, PAD 11
3116 10' S AND 14' W FROM THE NE CORNER OF BLOCK H, PAD 11
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 Respectfullyy Submitted,
4. CEMENT TREATED D. RETEST n W
CHARLES B WILLIAMS
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.
Geotechnical Engineering /'; Construction Materials Testing /27 Environmental Engineering Pi Consulting
A li lk REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/01/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -92P
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT'
NO. DEPTH NUMBER % PCF % PCF COMPACTION
3117 12/01/05 FG -3.0 6 22.0 97.5 26.8 90 93 1 -A
3118 12/01/05 FG -2.5 6 22.0 97.5 27.3 92 95 1 -A
3119 12/01/05 FG -2.0 6 22.0 97.5 28.5 92 94 1 -A
3120 12/01/05 FG -1.5 6 22.0 97.5 28.1 91 93 1 -A
3121 12/01/05 FG -1.0 6 22.0 97.5 28.5 92 95 1 -A
3122 12/01/05 FG -0.5 6 22.0 97.5 27.6 92 94 1 -A
3123 12/01/05 FG 6 22.0 97.5 26.9 92 95 1 -A
TEST LOCATION: BUILDING PADS
3117 10' S AND 15' W FROM THE NE CORNER OF BLOCK H, PAD 11
3118 10' S AND 16' W FROM THE NE CORNER OF BLOCK H, PAD 11
3119 10' S AND 17' W FROM THE NE CORNER OF BLOCK H, PAD 11
3120 10' S AND 18' W FROM THE NE CORNER OF BLOCK H, PAD 11
3121 10' S AND 19' W FROM THE NE CORNER OF BLOCK H, PAD 11
3122 10' S AND 20' W FROM THE NE CORNER OF BLOCK H, PAD 11
3123 10' S AND 21' W FROM THE NE CORNER OF BLOCK H, PAD 11
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 /, // f , // ,
CHARLES B WILLIAMS
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.
Geotechnical Engineering /;i Construction Materials Testing /2; Environmental Engineering / Consulting
/% REPORT OF FIELD
ALPHA TESTING INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/01/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -920
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER i PCE r PCF COMPACTION
3124 12/01/05 FG -5.5 6 22.0 97.5 28.1 91 94 1 -A
3125 12/01/05 FG -5.0 6 22.0 97.5 27.5 92 95 1 -A
3126 12/01/05 FG -4.5 6 22.0 97.5 26.9 91 93 1 -A
3127 12/01/05 FG -4.0 6 22.0 97.5 28.3 91 94 1 -A
3128 12/01/05 FG -3.5 6 22.0 97.5 27.5 92 94 1 -A
3129 12/01/05 FG -3.0 6 22.0 97.5 27.9 91 93 1 -A
3130 12/01/05 FG -2.5 6 22.0 97.5 28.3 91 94 1 -A
TEST LOCATION: BUILDING PADS
3124 10' S AND 10' W FROM THE NE CORNER OF BLOCK H, PAD 12
3125 10' S AND 11' W FROM THE NE CORNER OF BLOCK H, PAD 12
3126 10' S AND 12' W FROM THE NE CORNER OF BLOCK H, PAD 12
3127 10' S AND 13' W FROM THE NE CORNER OF BLOCK H, PAD 12
3128 10' S AND 14' W FROM THE NE CORNER OF BLOCK H, PAD 12
3129 10' S AND 15' W FROM THE NE CORNER OF BLOCK H, PAD 12
3130 10' S AND 16' W FROM THE NE CORNER OF BLOCK H, PAD 12
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 g42/ � ,
L7,
CHARLES B WILLIAMS
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.
Geotechnical Engineering /o: Construction Materials Testing R7 Environmental Engineering l? Consulting
• /i7 REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -891 1 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/01/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -92R
IRVING, TEXAS
TEST DATA:
OPTI MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF i PCF COMPACTION
3131 12/01/05 FG -2.0 6 22.0 97.5 28.1 91 93 1 -A
3132 12/01/05 FG -1.5 6 22.0 97.5 27.5 91 94 1 -A
3133 12/01/05 FG -1.0 6 22.0 97.5 26.9 91 93 1 -A
3134 12/01/05 FG -0.5 6 22.0 97.5 28.1 92 95 1 -A
3135 12/01/05 FG 6 22.0 97.5 27.5 92 94 1 -A
TEST LOCATION: BUILDING PADS
3131 10' S AND 17' W FROM THE NE CORNER OF BLOCK H, PAD 12
3132 10' S AND 18' W FROM THE NE CORNER OF BLOCK H, PAD 12
3133 10' S AND 19' W FROM THE NE CORNER OF BLOCK H, PAD 12
3134 10' S AND 20' W FROM THE NE CORNER OF BLOCK H, PAD 12
3135 10' S AND 21' W FROM THE NE CORNER OF BLOCK H, PAD 12
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 � n � .G � "'""
CHARLES B WILLIAMS
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.
Geotechnical Engineering P,. Construction Materials Testina P7 Environmental Enaineerina /'i Consultina
/ %? REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/02/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -93
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT'
NO. DEPTH NUMBER i PCF r PCF COMPACTION
3136 12/02/05 FG -5.5 6 22.0 97.5 28.3 91 94 1 -A
3137 12/02/05 FG -5.0 6 22.0 97.5 27.9 91 93 1 -A
3138 12/02/05 FG -4.5 6 22.0 97.5 26.5 92 94 1 -A
3139 12/02/05 FG -4.0 6 22.0 97.5 28.5 92 95 1 -A
3140 12/02/05 FG -3.5 6 22.0 97.5 27.5 91 93 1 -A
3141 12/02/05 FG -3.0 6 22.0 97.5 27.6 91 94 1 -A
3142 12/02/05 FG -2.5 6 22.0 97.5 28.3 92 95 1 -A
TEST LOCATION: BUILDING PADS
3136 10' S AND 10' W FROM THE NE CORNER OF BLOCK H, PAD 13
3137 10' S AND 11' W FROM THE NE CORNER OF BLOCK H, PAD 13
3138 10' S AND 12' W FROM THE NE CORNER OF BLOCK H, PAD 13
3139 10' S AND 13' W FROM THE NE CORNER OF BLOCK H, PAD 13
3140 10' S AND 14' W FROM THE NE CORNER OF BLOCK H, PAD 13
3141 10' S AND 15' W FROM THE NE CORNER OF BLOCK H, PAD 13
3142 10' S AND 16' W FROM THE NE CORNER OF BLOCK H, PAD 13
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 a)4'4#'''
CHARLES B WILLIAMS
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.
Geotechnical Engineering F Construction Materials Testing /`? Environmental Engineering Pi Consulting
/// REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
I
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/02/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -93A
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF i PCF COMPACTION
3143 12/02/05 FG -2.0 6 22.0 97.5 28.4 91 94 1 -A
3144 12/02/05 FG -1.5 6 22.0 97.5 27.9 91 93 1 -A
3145 12/02/05 FG -1.0 6 22.0 97.5 28.3 92 95 1 -A
3146 12/02/05 FG -0.5 6 22.0 97.5 27.5 91 94 1 -A
3147 12/02/05 FG 6 22.0 97.5 27.5 92 94 1 -A
3148 12/02/05 FG -7.5 6 22.0 97.5 28.1 92 95 1 -A
3149 12/02/05 FG -7.0 6 22.0 97.5 27.9 91 93 1 -A
TEST LOCATION: BUILDING PADS
3143 10' S AND 17' W FROM THE NE CORNER OF BLOCK H, PAD 13
3144 10' S AND 18' W FROM THE NE CORNER OF BLOCK H, PAD 13
3145 10' S AND 19' W FROM THE NE CORNER OF BLOCK H, PAD 13
3146 10' S AND 20' W FROM THE NE CORNER OF BLOCK H, PAD 13
3147 10' S AND 21' W FROM THE NE CORNER OF BLOCK H, PAD 13
3148 10' S AND 10' W FROM THE NE CORNER OF BLOCK H, PAD 14
3149 10' S AND 11' W FROM THE NE CORNER OF BLOCK H, PAD 14
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 eA"""" fu 14°''-'
CHARLES B WILLIAMS
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.
Geotechnical Engineering 1 Construction Materials Testing / Environmental Engineering /,'' Consulting
//\ REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 700
Dallas, Texas 75229
972/620 -897 7 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/02/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -93B
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF % PCF COMPACTION
3150 12/02/05 FG -6.5 6 22.0 97.5 28.3 91 94 1 -A
3151 12/02/05 FG -6.0 6 22.0 97.5 27.5 92 95 1 -A
3152 12/02/05 FG -5.5 6 22.0 97.5 26.9 92 94 1 -A
3153 12/02/05 FG -5.0 6 22.0 97.5 28.4 92 94 1 -A
3154 12/02/05 FG -4.5 6 22.0 97.5 28.5 91 93 1 -A
3155 12/02/05 FG -4.0 6 22.0 97.5 27.5 92 95 1 -A
3156 12/02/05 FG -3.5 6 22.0 97.5 26.9 92 94 1 -A
TEST LOCATION: BUILDING PADS
3150 10' S AND 12' W FROM THE NE CORNER OF BLOCK H, PAD 14
3151 10' S AND 13' W FROM THE NE CORNER OF BLOCK H, PAD 14
3152 10' S AND 14' W FROM THE NE CORNER OF BLOCK H, PAD 14
3153 10' S AND 15' W FROM THE NE CORNER OF BLOCK H, PAD 14
3154 10' S AND 16' W FROM THE NE CORNER OF BLOCK H, PAD 14
3155 10' S AND 17' W FROM THE NE CORNER OF BLOCK H, PAD 14
3156 10' S AND 18' W FROM THE NE CORNER OF BLOCK H, PAD 14
1. FILL " A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE 8. 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 e /� , ✓ W
CH // AR / LE�S B WILLIAMS
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.
Geotechnical Engineering / Construction Materials Testing /j Environmental Engineering 7» Consulting
/ %- REPORT OF FIELD
ALPHA TESTING INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8977 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/02/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -93C
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF r PCF COMPACTION
3157 12/02/05 FG -3.0 6 22.0 97.5 28.3 91 94 1 -A
3158 12/02/05 FG -2.5 6 22.0 97.5 27.9 92 95 1 -A
3159 12/02/05 FG -2.0 6 22.0 97.5 26.9 91 93 1 -A
3160 12/02/05 FG -1.5 6 22.0 97.5 26.9 92 94 1 -A
3161 12/02/05 FG -1.0 6 22.0 97.5 28.1 93 95 1 -A
3162 12/02/05 FG -0.5 6 22.0 97.5 27.5 91 94 1 -A
3163 12/02/05 FG 6 22.0 97.5 27.4 91 93 1 -A
TEST LOCATION: BUILDING PADS
3157 10' S AND 19' W FROM THE NE CORNER OF BLOCK H, PAD 14
3158 10' S AND 20' W FROM THE NE CORNER OF BLOCK H, PAD 14
3159 10' S AND 21' W FROM THE NE CORNER OF BLOCK H, PAD 14
3160 10' S AND 22' W FROM THE NE CORNER OF BLOCK H, PAD 14
3161 10' S AND 23' W FROM THE NE CORNER OF BLOCK H, PAD 14
3162 10' S AND 24' W FROM THE NE CORNER OF BLOCK H, PAD 14
3163 10' S AND 25' W FROM THE NE CORNER OF BLOCK H, PAD 14
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
CHARLES B WILLIAMS
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.
Geotechnical Engineering f'' Construction Materials Testing kb Environmental Engineering / Consulting
/A REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/02/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -930
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
3164 12/02/05 FG -8.0 6 22.0 97.5 28.1 91 94 1 -A
3165 12/02/05 FG -7.5 6 22.0 97.5 27.5 91 93 1 -A
3166 12/02/05 FG -7.0 6 22.0 97.5 28.1 92 95 1 -A
3167 12/02/05 FG -6.5 6 22.0 97.5 28.3 92 94 1 -A
3168 12/02/05 FG -6.0 6 22.0 97.5 27.5 91 93 1 -A
3169 12/02/05 FG -5.5 6 22.0 97.5 27.9 92 95 1 -A
3170 12/02/05 FG -5.0 6 22.0 97.5 26.9 91 94 1 -A
TEST LOCATION: BUILDING PADS
3164 10' S AND 10' W FROM THE NE CORNER OF BLOCK H, PAD 15
3165 10' S AND 11' W FROM THE NE CORNER OF BLOCK H, PAD 15
3166 10' S AND 12' W FROM THE NE CORNER OF BLOCK H, PAD 15
3167 10' S AND 13' W FROM THE NE CORNER OF BLOCK H, PAD 15
3168 10' S AND 14' W FROM THE NE CORNER OF BLOCK H, PAD 15
3169 10' S AND 15' W FROM THE NE CORNER OF BLOCK H, PAD 15
3170 10' S AND 16' W FROM THE NE CORNER OF BLOCK H, PAD 15
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 W,dL
CHARLES B WILLIAMS
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.
Geotechnical Engineering P' Construction Materials Testing P. Environmental Engineering /2r Consulting
/%- REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 700
Dallas, Texas 75229
972/620 -891 1 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/02/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -93E
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
3171 12/02/05 FG -4.5 6 22.0 97.5 27.5 90 93 1 -A
3172 12/02/05 FG -4.0 6 22.0 97.5 28.3 92 95 1 -A
3173 12/02/05 FG -3.5 6 22.0 97.5 26.9 92 94 1 -A
3174 12/02/05 FG -3.0 6 22.0 97.5 27.5 92 94 1 -A
3175 12/02/05 FG -2.5 6 22.0 97.5 27.6 92 95 1 -A
3176 12/02/05 FG -2.0 6 22.0 97.5 28.3 91 93 1 -A
3177 12/02/05 FG -1.5 6 22.0 97.5 27.5 92 94 1 -A
TEST LOCATION: BUILDING PADS
3171 10' S AND 17' W FROM THE NE CORNER OF BLOCK H, PAD 15
3172 10' S AND 18' W FROM THE NE CORNER OF BLOCK H, PAD 15
3173 10' S AND 19' W FROM THE NE CORNER OF BLOCK H, PAD 15
3174 10' S AND 20' W FROM THE NE CORNER OF BLOCK H, PAD 15
3175 10' S AND 21' W FROM THE NE CORNER OF BLOCK H, PAD 15
3176 10' S AND 22' W FROM THE NE CORNER OF BLOCK H, PAD 15
3177 10' S AND 23' W FROM THE NE CORNER OF BLOCK H, PAD 15
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 a o)ili‘;'
CHARLES B WILLIAMS
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_
Geotechnical Engineering / Construction Materials Testing /_ Environmental Engineering /'; Consulting
/ /\ , REPORT OF FIELD
ALPHA TESTING INC. COMPACTION TESTS
2209 Wisconsin St, Suite 100
Dallas, Texas 75229
972/620 -891 1 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/02/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -93F
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
3178 12/02/05 FG -1.0 6 22.0 97.5 28.3 91 93 1 -A
3179 12/02/05 FG -0.5 6 22.0 97.5 27.5 92 94 1 -A
3180 12/02/05 FG 6 22.0 97.5 26.9 91 94 1 -A
3181 12/02/05 FG -7.5 6 22.0 97.5 27.3 92 95 1 -A
3182 12/02/05 FG -7.0 6 22.0 97.5 28.1 92 95 1 -A
3183 12/02/05 FG -6.5 6 22.0 97.5 26.9 91 93 1 -A
3184 12/02/05 FG -6.0 6 22.0 97.5 27.5 92 94 1 -A
TEST LOCATION: BUILDING PADS
3178 10' S AND 24' W FROM THE NE CORNER OF BLOCK H, PAD 15
3179 10' S AND 25' W FROM THE NE CORNER OF BLOCK H, PAD 15
3180 10' S AND 26' W FROM THE NE CORNER OF BLOCK H, PAD 15
3181 10' S AND 10' W FROM THE NE CORNER OF BLOCK M, PAD 5
3182 10' S AND 11' W FROM THE NE CORNER OF BLOCK M, PAD 5
3183 10' S AND 12' W FROM THE NE CORNER OF BLOCK M, PAD 5
3184 10' S AND 13' W FROM THE NE CORNER OF BLOCK M, PAD 5
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 gl/
CHARLES B WILLIAMS
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.
Geotechnical Engineering P' Construction Materials Testing /2r Environmental Enaineerinq /2 Consulting
/A REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8971 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/02/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -93G
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER i PCF i PCP COMPACTION
3185 12/02/05 FG -5.5 6 22.0 97.5 28.3 91 94 1 -A
3186 12/02/05 FG -5.0 6 22.0 97.5 27.5 91 93 1 -A
3187 12/02/05 FG -4.5 6 22.0 97.5 26.9 92 94 1 -A
3188 12/02/05 FG -4.0 6 22.0 97.5 27.8 92 95 1 -A
3189 12/02/05 FG -3.5 6 22.0 97.5 26.8 91 93 1 -A
3190 12/02/05 FG -3.0 6 22.0 97.5 28.3 92 94 1 -A
3191 12/02/05 FG -2.5 6 22.0 97.5 27.5 92 95 1 -A
TEST LOCATION: BUILDING PADS
3185 10' S AND 14' W FROM THE NE CORNER OF BLOCK M, PAD 5
3186 10' S AND 15' W FROM THE NE CORNER OF BLOCK M, PAD 5
3187 10' S AND 16' W FROM THE NE CORNER OF BLOCK M, PAD 5
3188 10' S AND 17' W FROM THE NE CORNER OF BLOCK M, PAD 5
3189 10' S AND 18' W FROM THE NE CORNER OF BLOCK M, PAD 5
3190 10' S AND 19' W FROM THE NE CORNER OF BLOCK M, PAD 5
3191 10' S AND 20' W FROM THE NE CORNER OF BLOCK M, PAD 5
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 // .. //6
CHARLES B WILLIAMS
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.
Geotechnical Engineering Pr Construction Materials Testing /5 Environmental Engineering R; Consulting
/h; REPORT OF FIELD
ALPHA TESTING INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/02/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -93H
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER i PCF i PCF COMPACTION
3192 12/02/05 FG -2.0 6 22.0 97.5 28.1 91 93 1 -A
3193 12/02/05 FG -1,5 6 22.0 97.5 27.5 92 94 1 -A
3194 12/02/05 FG -1.0 6 22.0 97.5 28.3 92 94 1 -A
3195 12/02/05 FG -0.5 6 22.0 97.5 27.9 92 95 1 -A
3196 12/02/05 FG 6 22.0 97.5 27.5 92 94 1 -A
3197 12/02/05 FG -7.5 6 22.0 97.5 28.3 91 93 1 -A
3198 12/02/05 FG -7.0 6 22.0 97.5 24.5 91 94 1 -A
TEST LOCATION: BUILDING PADS
3192 10' S AND 21' W FROM THE NE CORNER OF BLOCK M, PAD 5
3193 10' S AND 22' W FROM THE NE CORNER OF BLOCK M, PAD 5
3194 10' S AND 23' W FROM THE NE CORNER OF BLOCK M, PAD 5
3195 10' S AND 24' W FROM THE NE CORNER OF BLOCK M, PAD 5
3196 10' S AND 25' W FROM THE NE CORNER OF BLOCK M, PAD 5
3197 10' S AND 10' W FROM THE NE CORNER OF BLOCK M, PAD 4
3198 10' S AND 11' W FROM THE NE CORNER OF BLOCK M, PAD 4
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 //
ei CHARLES B WILLIAMS
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.
Geotechnical Engineering /'; Construction Materials Testing / Environmental Engineering R.7 Consulting
' X REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 700
Dallas, Texas 75229
972/620 -891 1 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/02/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -931
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF i PCF COMPACTION
3199 12/02/05 FG -6.5 6 22.0 97.5 28.1 90 93 1 -A
3200 12/02/05 FG -6.0 6 22.0 97.5 27.5 92 94 1 -A
3201 12/02/05 FG -5.5 6 22.0 97.5 28.1 92 95 1 -A
3202 12/02/05 FG -5.0 6 22.0 97.5 27.9 91 93 1 -A
3203 12/02/05 FG -4.5 6 22.0 97.5 26.9 91 94 1 -A
3204 12/02/05 FG -4.0 6 22.0 97.5 27.3 92 95 1 -A
3205 12/02/05 FG -3.5 6 22.0 97.5 28.1 91 94 1 -A
TEST LOCATION: BUILDING PADS
3199 10' S AND 12' W FROM THE NE CORNER OF BLOCK M, PAD 4
3200 10' S AND 13' W FROM THE NE CORNER OF BLOCK M, PAD 4
3201 10' S AND 14' W FROM THE NE CORNER OF BLOCK M, PAD 4
3202 10' S AND 15' W FROM THE NE CORNER OF BLOCK M, PAD 4
3203 10' S AND 16' W FROM THE NE CORNER OF BLOCK M, PAD 4
3204 10' S AND 17' W FROM THE NE CORNER OF BLOCK M, PAD 4
3205 10' S AND 18' W FROM THE NE CORNER OF BLOCK M, PAD 4
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
� , � d*' � ' �
CHARLES B WILLIAMS
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.
Geotechnical Engineering ,/2 Construction Materials Testing /27 Environmental Engineering /2r Consulting
X REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 700
Dallas, Texas 75229
972/620-8977 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
I
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/02/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -93J
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCP i PCE COMPACTION
% 3206 12/02/05 FG -3.0 6 22.0 97.5 28.1 91 93 1 -A
3207 12/02/05 FG -2.5 6 22.0 97.5 27.9 91 94 1 -A
3208 12/02/05 FG -2.0 6 22.0 97.5 26.9 92 95 1 -A
3209 12/02/05 FG -1.5 6 22.0 97.5 27.3 91 94 1 -A
3210 12/02/05 FG -1.0 6 22.0 97.5 27.8 91 94 1 -A
3211 12/02/05 FG -0.5 6 22.0 97.5 28.3 93 95 1 -A
3212 12/02/05 FG 6 22.0 97.5 28.9 91 94 1 -A
TEST LOCATION: BUILDING PADS
3206 10' S AND 19' W FROM THE NE CORNER OF BLOCK M, PAD 4
3207 10' S AND 20' W FROM THE NE CORNER OF BLOCK M, PAD 4
3208 10' S AND 21' W FROM THE NE CORNER OF BLOCK M, PAD 4
3209 10' S AND 22' W FROM THE NE CORNER OF BLOCK M, PAD 4
3210 10' S AND 23' W FROM THE NE CORNER OF BLOCK M, PAD 4
3211 10' S AND 24' W FROM THE NE CORNER OF BLOCK M, PAD 4
3212 10' S AND 25' W FROM THE NE CORNER OF BLOCK M, PAD 4
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,
Submitted,
4. CEMENT TREATED D. RETEST g414/
CHARLES B WILLIAMS
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.
Geotechnical Engineering /'" Construction Materials Testing /7 Environmental Engineering P7 Consulting
X REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 700
Dallas, Texas 75229
972/620 -891 7 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/02/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -93K
IRVING, TEXAS
TEST DATA:
OPTIMUM MAXIM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
3213 12/02/05 FG -7.5 6 22.0 97.5 28.3 91 93 1 -A
3214 12/02/05 FG -7.0 6 22.0 97.5 27.9 92 95 1 -A
3215 12/02/05 FG -6.5 6 22.0 97.5 28.3 92 94 1 -A
3216 12/02/05 FG -6.0 6 22.0 97.5 27.5 92 95 1 -A
3217 12/02/05 FG -5.5 6 22.0 97.5 26.9 91 94 1 -A
3218 12/02/05 FG -5.0 6 22.0 97.5 27.8 91 93 1 -A
3219 12/02/05 FG -4.5 6 22.0 97.5 28.1 92 95 1 -A
TEST LOCATION: BUILDING PADS
3213 10' S AND 10' W FROM THE NE CORNER OF BLOCK M, PAD 3
3214 10' S AND 11' W FROM THE NE CORNER OF BLOCK M, PAD 3
3215 10' S AND 12' W FROM THE NE CORNER OF BLOCK M, PAD 3
3216 10' S AND 13' W FROM THE NE CORNER OF BLOCK M, PAD 3
3217 10' S AND 14' W FROM THE NE CORNER OF BLOCK M, PAD 3
3218 10' S AND 15' W FROM THE NE CORNER OF BLOCK M, PAD 3
3219 10' S AND 16' W FROM THE NE CORNER OF BLOCK M, PAD 3
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 f l ,
CHARLES B WILLIAMS
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.
Geotechnical Engineering /2 Construction Materials Testing /?7 Environmental Engineering /2; Consulting
X R EPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8971 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/02/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -93L
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
3220 12/02/05 FG -4.0 6 22.0 97.5 27.5 91 93 1 -A
3221 12/02/05 FG -3.5 6 22.0 97.5 28.1 92 94 1 -A
3222 12/02/05 FG -3.0 6 22.0 97.5 26.9 92 95 1 -A
3223 12/02/05 FG -2.5 6 22.0 97.5 28.3 92 95 1 -A
3224 12/02/05 FG -2.0 6 22.0 97.5 27.9 90 93 1 -A
3225 12/02/05 FG -1.5 6 22.0 97.5 26.9 91 94 1 -A
3226 12/02/05 FG -1.0 6 22.0 97.5 27.3 92 94 1 -A
TEST LOCATION: BUILDING PADS
3220 10' S AND 17' W FROM THE NE CORNER OF BLOCK M, PAD 3
3221 10' S AND 18' W FROM THE NE CORNER OF BLOCK M, PAD 3
3222 10' S AND 19' W FROM THE NE CORNER OF BLOCK M, PAD 3
3223 10' S AND 20' W FROM THE NE CORNER OF BLOCK M, PAD 3
3224 10' S AND 21' W FROM THE NE CORNER OF BLOCK M, PAD 3
3225 10' S AND 22' W FROM THE NE CORNER OF BLOCK M, PAD 3
3226 10' S AND 23' W FROM THE NE CORNER OF BLOCK M, PAD 3
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 g 42/ a )12/ '
CHARLES B WILLIAMS
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.
Geotechnical Engineering /' Construction Materials Testing P% Environmental Engineering P; Consulting
X REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8977 - 972/263 -4937 (Metro)
I
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/03/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -94
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCP % PCP COMPACTION
3227 12/03/05 FG -0.5 6 22.0 97.5 28.3 80 82 1 -A
3228 12/03/05 FG 6 22.0 97.5 27.9 92 95 1 -A
3229 12/03/05 FG -7.5 6 22.0 97.5 27.5 91 94 1 -A
3230 12/03/05 FG -7.0 6 22.0 97.5 28.4 92 94 1 -A
3231 12/03/05 FG -6.5 6 22.0 97.5 28.1 91 93 1 -A
3232 12/03/05 FG -6.0 6 22.0 97.5 26.9 92 95 1 -A
3233 12/03/05 FG -5.5 6 22.0 97.5 27.3 91 93 1 -A
TEST LOCATION: BUILDING PADS
3227 10' S AND 24' W FROM THE NE CORNER OF BLOCK M, PAD 3
3228 10' S AND 25' W FROM THE NE CORNER OF BLOCK M, PAD 3
3229 10' S AND 10' W FROM THE NE CORNER OF BLOCK M, PAD 2
3230 10' S AND 11' W FROM THE NE CORNER OF BLOCK M, PAD 2
3231 10' S AND 12' W FROM THE NE CORNER OF BLOCK M, PAD 2
3232 10' S AND 13' W FROM THE NE CORNER OF BLOCK M, PAD 2
3233 10' S AND 14' W FROM THE NE CORNER OF BLOCK M, PAD 2
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
CHARLES B WILLIAMS
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.
Geotechnical Engineering /-' Construction Materials Testing /,'; Environmental Engineering /4.7 Consulting
l/k REPORT OF FIELD
ALPHA TESTING INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/03/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -94A
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER pCF % PCF COMPACTION
3234 12/03/05 FG -5.0 6 22.0 97.5 28.3 91 94 1 -A
3235 12/03/05 FG -4.5 6 22.0 97.5 27.5 91 93 1 -A
3236 12/03/05 FG -4.0 6 22.0 97.5 27.4 92 95 1 -A
3237 12/03/05 FG -3.5 6 22.0 97.5 28.1 92 94 1 -A
3238 12/03/05 FG -3.0 6 22.0 97.5 26.9 91 93 1 -A
3239 12/03/05 FG -2.5 6 22.0 97.5 28.3 92 94 1 -A
3240 12/03/05 FG -2.0 6 22.0 97.5 27.5 92 95 1 -A
TEST LOCATION: BUILDING PADS
3234 10' S AND 15' W FROM THE NE CORNER OF BLOCK M, PAD 2
3235 10' S AND 16' W FROM THE NE CORNER OF BLOCK M, PAD 2
3236 10' S AND 17' W FROM THE NE CORNER OF BLOCK M, PAD 2
3237 10' S AND 18' W FROM THE NE CORNER OF BLOCK M, PAD 2
3238 10' S AND 19' W FROM THE NE CORNER OF BLOCK M, PAD 2
3239 10' S AND 20' W FROM THE NE CORNER OF BLOCK M, PAD 2
3240 10' S AND 21' W FROM THE NE CORNER OF BLOCK M, PAD 2
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 d"/ /
CHARLES B WILLIAMS
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.
Geofechn /Cal Enoineer/nry 1'. (r)n.Sfrllcfinn Mafe r inf fn Te ti Fn v Fnninocrinn /J, r crrl /inn
1 / REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
I
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/03/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -94B
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER pCF i PCF COMPACTION
• 3241 12/03/05 FG -1.5 6 22.0 97.5 28.3 90 93 1 -A
3242 12/03/05 FG -1.0 6 22.0 97.5 27.9 92 94 1 -A
3243 12/03/05 FG -0.5 6 22.0 97.5 27.5 91 94 1 -A
3244 12/03/05 FG 6 22.0 97.5 28.1 91 93 1 -A
3245 12/03/05 FG -7.5 6 22.0 97.5 28.3 92 95 1 -A
3246 12/03/05 FG -7.0 6 22.0 97.5 26.9 92 94 1 -A
3247 12/03/05 FG -6.5 6 22.0 97.5 26.8 91 94 1 -A
TEST LOCATION: BUILDING PADS
3241 10' S AND 22' W FROM THE NE CORNER OF BLOCK M, PAD 2
3242 10' S AND 23' W FROM THE NE CORNER OF BLOCK M, PAD 2
3243 10' S AND 24' W FROM THE NE CORNER OF BLOCK M, PAD 2
3244 10' S AND 25' W FROM THE NE CORNER OF BLOCK M, PAD 2
3245 10' S AND 10' W FROM THE NE CORNER OF BLOCK M, PAD 1
3246 10' S AND 11' W FROM THE NE CORNER OF BLOCK M, PAD 1
3247 10' S AND 12' W FROM THE NE CORNER OF BLOCK M, PAD 1
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 l/
CHARLES B WILLIAMS
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.
Geolechnical Engineering /* Construction Materials TBsllnr7 1=' Envirnnmantal Fncnnperinr7 fh Cnnsiltinr1
7k REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 700
Dallas, Texas 75229
972/620 -891 7 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
I
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/03/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -940
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER pCF % PCF COMPACTION
% 3248 12/03/05 FG -6.0 6 22.0 97.5 28.3 91 94 1 -A
3249 12/03/05 FG -5.5 6 22.0 97.5 27.9 92 95 1 -A
3250 12/03/05 FG -5.0 6 22.0 97.5 26.5 91 93 1 -A
3251 12/03/05 FG -4.5 6 22.0 97.5 27.3 91 94 1 -A
3252 12/03/05 FG -4.0 6 22.0 97.5 28.4 92 94 1 -A
3253 12/03/05 FG -3.5 6 22.0 97.5 28.1 91 94 1 -A
3254 12/03/05 FG -3.0 6 22.0 97.5 27.9 91 93 1 -A
TEST LOCATION: BUILDING PADS
3248 10' S AND 13' W FROM THE NE CORNER OF BLOCK M, PAD 1
3249 10' S AND 14' W FROM THE NE CORNER OF BLOCK M, PAD 1
3250 10' S AND 15' W FROM THE NE CORNER OF BLOCK M, PAD 1
3251 10' S AND 16' W FROM THE NE CORNER OF BLOCK M, PAD 1
3252 10' S AND 17' W FROM THE NE CORNER OF BLOCK M, PAD 1
3253 10' S AND 18' W FROM THE NE CORNER OF BLOCK M, PAD 1
3254 10' S AND 19' W FROM THE NE CORNER OF BLOCK M, PAD 1
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 � A"'" -"
CHARLES B WILLIAMS
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.
Geotechnical Engineering A' Construction Materials Testing /': Environmental Engineerina >- Consulting
• N REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/03/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -94D
IRVING, TEXAS
TEST DATA:
OPTIM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
PCF % PCF
3255 12/03/05 FG -2.5 6 22.0 97.5 28.4 90 93 1 -A
3256 12/03/05 FG -2.0 6 22.0 97.5 28.6 92 95 1 -A
3257 12/03/05 FG -1.5 6 22.0 97.5 27.4 92 94 1 -A
3258 12/03/05 FG -1.0 6 22.0 97.5 28.3 91 93 1 -A
3259 12/03/05 FG -0.5 6 22.0 97.5 27.5 92 95 1 -A
3260 12/03/05 FG 6 22.0 97.5 26.9 92 94 1 -A
3261 12/03/05 FG -12.5 6 22.0 97.5 28.3 91 93 1 -A
TEST LOCATION: BUILDING PADS
3255 10' S AND 20' W FROM THE NE CORNER OF BLOCK M, PAD 1
3256 10' S AND 21' W FROM THE NE CORNER OF BLOCK M, PAD 1
3257 10' S AND 22' W FROM THE NE CORNER OF BLOCK M, PAD 1
3258 10' S AND 23' W FROM THE NE CORNER OF BLOCK M, PAD 1
3259 10' S AND 24' W FROM THE NE CORNER OF BLOCK M, PAD 1
3260 10' S AND 25' W FROM THE NE CORNER OF BLOCK K, PAD 5
3261 10' S AND 10' W FROM THE NE CORNER OF BLOCK K, PAD 5
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 Z/ fl
CHARLES B WILLIAMS
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients on fle 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.
Geotechnical Engineering /-'7 Construction Materials Testing /'- Environmental Engineering 0 Consulting
1 // REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
I
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/03/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -94E
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT'
NO. DEPTH NUMBER % PCF r PCF COMPACTION
3262 12/03/05 FG -12.0 6 22.0 97.5 28.1 90 93 1 -A
3263 12/03/05 FG -11.5 6 22.0 97.5 27.5 92 94 1 -A
3264 12/03/05 FG -11.0 6 22.0 97.5 27.4 91 94 1 -A
3265 12/03/05 FG -10.5 6 22.0 97.5 27.9 92 94 1 -A
3266 12/03/05 FG -10.0 6 22.0 97.5 28.3 92 95 1 -A
3267 12/03/05 FG -9.5 6 22.0 97.5 26.9 91 93 1 -A
3268 12/03/05 FG -9.0 6 22.0 97.5 26.5 92 94 1 -A
TEST LOCATION: BUILDING PADS
3262 10' S AND 11' W FROM THE NE CORNER OF BLOCK K, PAD 5
3263 10' S AND 12' W FROM THE NE CORNER OF BLOCK K, PAD 5
3264 10' S AND 13' W FROM THE NE CORNER OF BLOCK K, PAD 5
3265 10' S AND 14' W FROM THE NE CORNER OF BLOCK K, PAD 5
3266 10' S AND 15' W FROM THE NE CORNER OF BLOCK K, PAD 5
3267 10' S AND 16' W FROM THE NE CORNER OF BLOCK K, PAD 5
3268 10' S AND 17' W FROM THE NE CORNER OF BLOCK K, PAD 5
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 �/ /
�,�"..44 L(/
CHARLES B WILLIAMS
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.
Geotechnica/ Engineering %` Construction Materials Testing /v Environmental Engineering PI Consulting
• )11, REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -891 1 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/03/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -94F
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF % PCF COMPACTION
3269 12/03/05 FG -8.5 6 22.0 97.5 28.1 91 94 1 -A
3270 12/03/05 FG -8.0 6 22.0 97.5 27.5 91 93 1 -A
3271 12/03/05 FG -7.5 6 22.0 97.5 26.3 92 94 1 -A
3272 12/03/05 FG -7.0 6 22.0 97.5 27.8 92 95 1 -A
3273 12/03/05 FG -6.5 6 22.0 97.5 27.5 93 95 1 -A
3274 12/03/05 FG -6.0 6 22.0 97.5 28.3 91 94 1 -A
3275 12/03/05 FG -5.5 6 22.0 97.5 27.5 91 93 1 -A
TEST LOCATION: BUILDING PADS
3269 10' S AND 20' W FROM THE NE CORNER OF BLOCK K, PAD 5
3270 10' S AND 21' W FROM THE NE CORNER OF BLOCK K, PAD 5
3271 10' S AND 22' W FROM THE NE CORNER OF BLOCK K, PAD 5
3272 10' S AND 23' W FROM THE NE CORNER OF BLOCK K, PAD 5
3273 10' S AND 24' W FROM THE NE CORNER OF BLOCK K, PAD 5
3274 10' S AND 25' W FROM THE NE CORNER OF BLOCK K, PAD 5
3275 10' S AND 26' W FROM THE NE CORNER OF BLOCK K, PAD 5
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 �/ / / . //
,/4 W Zip^""
CHARLES B WILLIAMS
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.
GP,olerhnirgl Fl1oinperinn /» ( rr,Cfr•Ur11nn Ailatnrialc Tooinn 1 Fmiirnmmnntal Fnn in o a rinn 17. rsnnc,rllin.,
� REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St, Suite 100
Dallas, Texas 75229
972/620 -8917 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/03/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -94G
IRVING, TEXAS
TEST DATA:
O MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER i PCF % PCF COMPACTION
• 3276 12/03/05 FG -9.5 6 22.0 97.5 26.8 91 93 1 -A
3277 12/03/05 FG -9.0 6 22.0 97.5 28.3 92 95 1 -A
3278 12/03/05 FG -8.5 6 22.0 97.5 28.1 92 94 1 -A
-
3279 12/03/05 FG -8.0 6 22.0 97.5 27.9 91 93 1 -A
3280 12/03/05 FG -7.5 6 22.0 97.5 26.5 91 94 1 -A
3281 12/03/05 FG -7.0 6 22.0 97.5 28.3 92 95 1 -A
3282 12/03/05 FG -6.5 6 22.0 97.5 27.9 92 94 1 -A
TEST LOCATION: BUILDING PADS
3276 10' S AND 10' W FROM THE NE CORNER OF BLOCK L, PAD 1
3277 10' S AND 11' W FROM THE NE CORNER OF BLOCK L, PAD 1
3278 10' S AND 12' W FROM THE NE CORNER OF BLOCK L, PAD 1
3279 10' S AND 13' W FROM THE NE CORNER OF BLOCK L, PAD 1
3280 10' S AND 14' W FROM THE NE CORNER OF BLOCK L, PAD 1
3281 10' S AND 15' W FROM THE NE CORNER OF BLOCK L, PAD 1
3282 10' S AND 16' W FROM THE NE CORNER OF BLOCK L, PAD 1
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 e/i1/ ,/
CHARLES B WILLIAMS
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.
t;'enferhnirAl Fnninp 1 - r - rnnctrrrrtinn Matorialc Toctinn Lb Fnvirnnmonfal Fnrrinoorinn l'r ('nncultinn
� REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/03/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -94H
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
3283 12/03/05 FG -5.5 6 22.0 97.5 28.1 91 93 1 -A
3284 12/03/05 FG -4.5 6 22.0 97.5 27.8 92 94 1 -A
3285 12/03/05 FG -4.0 6 22.0 97.5 26.9 93 95 1 -A
3286 12/03/05 FG -3.5 6 22.0 97.5 28.3 92 95 1 -A
3287 12/03/05 FG -3.0 6 22.0 97.5 27.5 91 94 1 -A
3288 12/03/05 FG -2.5 6 22.0 97.5 26.9 91 93 1 -A
3289 12/03/05 FG -2.0 6 22.0 97.5 28.3 92 94 1 -A
TEST LOCATION: BUILDING PADS
3283 10' S AND 17' W FROM THE NE CORNER OF BLOCK L, PAD 1
3284 10' S AND 18' W FROM THE NE CORNER OF BLOCK L, PAD 1
3285 10' S AND 19' W FROM THE NE CORNER OF BLOCK L, PAD 1
3286 10' S AND 20' W FROM THE NE CORNER OF BLOCK L, PAD 1
3287 10' S AND 21' W FROM THE NE CORNER OF BLOCK L, PAD 1
3288 10' S AND 22' W FROM THE NE CORNER OF BLOCK L, PAD 1
3289 10' S AND 23' W FROM THE NE CORNER OF BLOCK L, PAD 1
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 Respecctfully�
S ubmitted,
4. CEMENT TREATED D. RETEST
6/42/ W
CHARLES B WILLIAMS
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.
Geotechnical Engineering A" Construction Materials Testing A`7 Environmental Engineering P, Consulting
/ %- REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 700
Dallas, Texas 75229
972/620-8977 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/03/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -941
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCP PcE COMPACTION
% 3290 12/03/05 FG -1.5 6 22.0 97.5 28.1 91 93 1 -A
3291 12/03/05 FG -1.0 6 22.0 97.5 27.9 92 95 1 -A
3292 12/03/05 FG -0.5 6 22.0 97.5 26.5 91 93 1 -A
3293 12/03/05 FG 6 22.0 97.5 27.3 92 94 1 -A
3294 12/03/05 FG -9.5 6 22.0 97.5 27.9 91 93 1 -A
3295 12/03/05 FG -9.0 6 22.0 97.5 28.4 91 94 1 -A
3296 12/03/05 FG -8.5 6 22.0 97.5 28.1 91 93 1 -A
TEST LOCATION: BUILDING PADS
3290 10' S AND 24' W FROM THE NE CORNER OF BLOCK L, PAD 1
3291 10' S AND 25' W FROM THE NE CORNER OF BLOCK L, PAD 1
3292 10' S AND 26' W FROM THE NE CORNER OF BLOCK L, PAD 1
3293 10' S AND 27' W FROM THE NE CORNER OF BLOCK L, PAD 1
3294 10' S AND 10' W FROM THE NE CORNER OF BLOCK L, PAD 2
3295 10' S AND 11' W FROM THE NE CORNER OF BLOCK L, PAD 2
3296 10' S AND 12' W FROM THE NE CORNER OF BLOCK L, PAD 2
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 � //
gi 4 � Off;*4'
CHARLES B WILLIAMS
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.
Geotechnical Engineering /=- Construction Materials Te.stinri I" Environmental Fnnine 12- r'nn,cultinn
fir, REPORT OF FIELD
ALPHA TESTING INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/05/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -95
IRVING, TEXAS
TEST DATA:
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF % PCF COMPACTION
3297 12/05/05 FG -7.5 6 22.0 97.5 27.3 91 94 1 -A
3298 12/05/05 FG -7.0 6 22.0 97.5 28.1 91 93 1 -A
3299 12/05/05 FG -6.5 6 22.0 97.5 27.5 92 95 1 -A
3300 12/05/05 FG -6.0 6 22.0 97.5 26.9 91 93 1 -A
3301 12/05/05 FG -5.5 6 22.0 97.5 28.3 91 94 1 -A
3302 12/05/05 FG -5.0 6 22.0 97.5 27.9 92 95 1 -A
3303 12/05/05 FG -4.5 6 22.0 97.5 28.1 91 94 1 -A
TEST LOCATION: BUILDING PADS
3297 10' S AND 10' W FROM THE NE CORNER OF BLOCK K, PAD 1
3298 10' S AND 11' W FROM THE NE CORNER OF BLOCK K, PAD 1
3299 10' S AND 12' W FROM THE NE CORNER OF BLOCK K, PAD 1
3300 10' S AND 13' W FROM THE NE CORNER OF BLOCK K, PAD 1
3301 10' S AND 14' W FROM THE NE CORNER OF BLOCK K, PAD 1
3302 10' S AND 15' W FROM THE NE CORNER OF BLOCK K, PAD 1
3303 10' S AND 16' W FROM THE NE CORNER OF BLOCK K, PAD 1
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 Res g414/ p ectfully�Submitted,
4. CEMENT TREATED D. RETEST W
CHARLES B WILLIAMS
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.
Geotechnical Engineering Pr Construction Materials Testing P' Environmental Engineering 12; Consulting
X REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -891 1 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/05/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -95A
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER , PCF r PCF COMPACTION
3304 12/05/05 FG -4.0 6 22.0 97.5 28.3 91 94 1 -A
3305 12/05/05 FG -3.5 6 22.0 97.5 27.9 93 95 1 -A
3306 12/05/05 FG -3.0 6 22.0 97.5 26.8 92 94 1 -A
3307 12/05/05 FG -2.5 6 22.0 97.5 28.9 91 93 1 -A
3308 12/05/05 FG -2.0 6 22.0 97.5 26.8 92 94 1 -A
3309 12/05/05 FG -1.5 6 22.0 97.5 27.3 91 93 1 -A
3310 12/05/05 FG -1.0 6 22.0 97.5 26.9 92 94 1 -A
TEST LOCATION: BUILDING PADS
3304 10' S AND 17' W FROM THE NE CORNER OF BLOCK K, PAD 1
3305 10' S AND 18' W FROM THE NE CORNER OF BLOCK K, PAD 1
3306 10' S AND 19' W FROM THE NE CORNER OF BLOCK K, PAD 1
3307 10' S AND 20' W FROM THE NE CORNER OF BLOCK K, PAD 1
3308 10' S AND 21' W FROM THE NE CORNER OF BLOCK K, PAD 1
3309 10' S AND 22' W FROM THE NE CORNER OF BLOCK K, PAD 1
3310 10' S AND 23' W FROM THE NE CORNER OF BLOCK K, PAD 1
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
CHARLES B WILLIAMS
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.
Geotechnical Engineering /-r7 Construction Materials Testino /_'' Fnvinnmental Fnnineerinrr /?- Cnn.srrltina
E X REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
I
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/05/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -95B
IRVING, TEXAS
TEST DATA:
OPTIM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF i PCF COMPACTION
3311 12/05/05 FG -0.5 6 22.0 97.5 27.8 91 94 1 -A
3312 12/05/05 FG 6 22.0 97.5 26.9 91 93 1 -A
3313 12/05/05 FG -7.5 6 22.0 97.5 28.3 92 94 1 -A
3314 12/05/05 FG -7.0 6 22.0 97.5 27.5 92 95 1 -A
3315 12/05/05 FG -6.5 6 22.0 97.5 26.9 91 93 1 -A
3316 12/05/05 FG -6.0 6 22.0 97.5 27.1 92 94 1 -A
3317 12/05/05 FG -5.5 6 22.0 97.5 26.9 92 95 1 -A
TEST LOCATION: BUILDING PADS
3311 10' S AND 24' W FROM THE NE CORNER OF BLOCK K, PAD 2
3312 10' S AND 25' W FROM THE NE CORNER OF BLOCK K, PAD 2
3313 10' S AND 10' W FROM THE NE CORNER OF BLOCK K, PAD 2
3314 10' S AND 11' W FROM THE NE CORNER OF BLOCK K, PAD 2
3315 10' S AND 12' W FROM THE NE CORNER OF BLOCK K, PAD 2
3316 10' S AND 13' W FROM THE NE CORNER OF BLOCK K, PAD 2
3317 10' S AND 14' W FROM THE NE CORNER OF BLOCK K, PAD 2
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 g ilt/ a )44; ' < '
CHARLES B WILLIAMS
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.
Geofechnical Enaineerina P' Construction Materials Tesfina P, Environmental Enaineerina P' Constlfina
cif, REPORT OF FIELD
ALPHA TESTING INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/05/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -95C
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF % PCF COMPACTION
3318 12/05/05 FG -5.0 6 22.0 97.5 28.1 91 94 1 -A
3319 12/05/05 FG -4.5 6 22.0 97.5 27.9 92 95 1 -A
3320 12/05/05 FG -4.0 6 22.0 97.5 26.9 92 94 1 -A
3321 12/05/05 FG -3.5 6 22.0 97.5 27.5 91 93 1 -A
3322 12/05/05 FG -3.0 6 22.0 97.5 27.6 92 94 1 -A
3323 12/05/05 FG -2.5 6 22.0 97.5 28.3 92 95 1 -A
3324 12/05/05 FG -2.0 6 22.0 97.5 27.9 92 94 1 -A
TEST LOCATION: BUILDING PADS
3318 10' S AND 16' W FROM THE NE CORNER OF BLOCK K, PAD 2
3319 10' S AND 17' W FROM THE NE CORNER OF BLOCK K, PAD 2
3320 10' S AND 18' W FROM THE NE CORNER OF BLOCK K, PAD 2
3321 10' S AND 19' W FROM THE NE CORNER OF BLOCK K, PAD 2
3322 10' S AND 20' W FROM THE NE CORNER OF BLOCK K, PAD 2
3323 10' S AND 21' W FROM THE NE CORNER OF BLOCK K, PAD 2
3324 10' S AND 22' W FROM THE NE CORNER OF BLOCK K, PAD 2
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 be 1"/ //
CHARLES 3 WILLIAMS
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.
( FnryinPPrina /-- rnn,Cfrilrhrin MP fPrials Tr finr7 1r' Fnvirnnmr Fnninoorinn tfr (`.nncrrlfinrr
�i,, REPORT OF FIELD
ALPHA TESTING INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8977 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/05/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -95D
IRVING, TEXAS
TEST DATA:
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
PCF % PCF
3325 12/05/05 FG -1.5 6 22.0 97.5 27.3 91 93 1 -A
3326 12/05/05 FG -1.0 6 22.0 97.5 28.1 92 94 1 -A
3327 12/05/05 FG -0.5 6 22.0 97.5 27.3 91 94 1 -A
3328 12/05/05 FG 6 22.0 97.5 26.9 92 95 1 -A
3329 12/05/05 FG -7.5 6 22.0 97.5 28.1 91 93 1 -A
3330 12/05/05 FG -7.0 6 22.0 97.5 27.5 92 94 1 -A
3331 12/05/05 FG -6.5 6 22.0 97.5 26.5 91 94 1 -A
TEST LOCATION: BUILDING PADS
3325 10' S AND 23' W FROM THE NE CORNER OF BLOCK K, PAD 2
3326 10' S AND 24' W FROM THE NE CORNER OF BLOCK K, PAD 2
3327 10' S AND 25' W FROM THE NE CORNER OF BLOCK K, PAD 2
3328 10' S AND 26' W FROM THE NE CORNER OF BLOCK K, PAD 2
3329 10' S AND 10' W FROM THE NE CORNER OF BLOCK K, PAD 3
3330 10' S AND 11' W FROM THE NE CORNER OF BLOCK K, PAD 3
3331 10' S AND 12' W FROM THE NE CORNER OF BLOCK K, PAD 3
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
CHARLES B WILLIAMS
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients on rile 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.
Geotechnical Engineering %'' Construction Materials Testino P, Environmental Fnnineerinn I'- Cnnsuttinn
4%, REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/05/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -95E
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
PCF % PCF
3332 12/05/05 FG -6.0 6 22.0 97.5 28.3 91 93 1 -A
3333 12/05/05 FG -5.5 6 22.0 97.5 27.9 92 94 1 -A
3334 12/05/05 FG -5.0 6 22.0 97.5 27.6 92 95 1 -A
3335 12/05/05 FG -4.5 6 22.0 97.5 28.3 92 94 1 -A
3336 12/05/05 FG -4.0 6 22.0 97.5 26.9 91 93 1 -A
3337 12/05/05 FG -3.5 6 22.0 97.5 27.5 92 94 1 -A
3338 12/05/05 FG -3.0 6 22.0 97.5 27.5 92 95 1 -A
TEST LOCATION: BUILDING PADS
3332 10' S AND 13' W FROM THE NE CORNER OF BLOCK K, PAD 3
3333 10' S AND 14' W FROM THE NE CORNER OF BLOCK K, PAD 3
3334 10' S AND 15' W FROM THE NE CORNER OF BLOCK K, PAD 3
3335 10' S AND 16' W FROM THE NE CORNER OF BLOCK K, PAD 3
3336 10' S AND 17' W FROM THE NE CORNER OF BLOCK K, PAD 3
3337 10' S AND 18' W FROM THE NE CORNER OF BLOCK K, PAD 3
3338 10' S AND 19' W FROM THE NE CORNER OF BLOCK K, PAD 3
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 eil"/ // ,
CHARLES B WILLIAMS
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 andlor observed, and are not indicative of the qualities of
apparently identical or similar specimens.
Geotechnical Engineering F7 Construction Materials Testing P' Environmental Engineering /:-/ Consulting
k%- REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/05/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -95F
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY PERCENT COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
3339 12/05/05 FG -2.5 6 22.0 97.5 28.1 90 93 1 -A
3340 12/05/05 FG -2.0 6 22.0 97.5 27.9 92 94 1 -A
3341 12/05/05 FG -1.5 6 22.0 97.5 27.3 91 94 1 -A
3342 12/05/05 FG -1.0 6 22.0 97.5 28.4 92 95 1 -A
3343 12/05/05 FG -0.5 6 22.0 97.5 26.9 91 94 1 -A
3344 12/05/05 FG 6 22.0 97.5 27.8 92 94 1 -A
3345 12/05/05 FG -7.5 6 22.0 97.5 27.5 93 95 1 -A
TEST LOCATION: BUILDING PADS
3339 10' S AND 20' W FROM THE NE CORNER OF BLOCK K, PAD 3
3340 "10' S AND 21' W FROM THE NE CORNER OF BLOCK K, PAD 3
3341 10' S AND 22' W FROM THE NE CORNER OF BLOCK K, PAD 3
3342 10' S AND 23' W FROM THE NE CORNER OF BLOCK K, PAD 3
3343 10' S AND 24' W FROM THE NE CORNER OF BLOCK K, PAD 3
3344 10' S AND 25' W FROM THE NE CORNER OF BLOCK K, PAD 3
3345 10' S AND 10' W FROM THE NE CORNER OF BLOCK K, PAD 4
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 Z/ / / , // ,
CHARLES B WILLIAMS
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.
Geotechnical Engineering /'- Construction Materials Testing 1/' Environmental Engineering l2i Consulting
' X REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 700
Dallas, Texas 75229
972/620-8977 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/05/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -95G
IRVING, TEXAS
TEST DATA:
OPTIMUM MAXIMUM LAB IN P IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF PCF COMPACTION
3346 12/05/05 FG -7.0 6 22.0 97.5 28.3 91 93 1 -A
3347 12/05/05 FG -6.5 6 22.0 97.5 27.9 92 95 1 -A
3348 12/05/05 FG -6.0 6 22.0 97.5 28.1 91 94 1 -A
3349 12/05/05 FG -5.5 6 22.0 97.5 27.3 91 94 1 -A
3350 12/05/05 FG -5.0 6 22.0 97.5 26.9 92 95 1 -A
3351 12/05/05 FG -4.5 6 22.0 97.5 28.3 93 95 1 -A
3352 12/05/05 FG -4.0 6 22.0 97.5 27.9 91 94 1 -A
TEST LOCATION: BUILDING PADS
3346 10' S AND 11' W FROM THE NE CORNER OF BLOCK K, PAD 4
3347 10' S AND 12' W FROM THE NE CORNER OF BLOCK K, PAD 4
3348 10' S AND 13' W FROM THE NE CORNER OF BLOCK K, PAD 4
3349 10' S AND 14' W FROM THE NE CORNER OF BLOCK K, PAD 4
3350 10' S AND 15' W FROM THE NE CORNER OF BLOCK K, PAD 4
3351 10' S AND 16' W FROM THE NE CORNER OF BLOCK K, PAD 4
3352 10' S AND 17' W FROM THE NE CORNER OF BLOCK K, PAD 4
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
g424/ /
CHARLES B WILLIAMS
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.
Geofechnical Enaineerina P% Construction Materials Testina Pr Environmental Enaineerina Pi Cnnslllfinn
X / / /, REPORT OF FIELD
ALPHA TESTING INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -891 1 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/05/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -95H
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF % PCF COMPACTION
3353 12/05/05 FG -3.5 6 22.0 97.5 28.1 90 93 1 -A
3354 12/05/05 FG -3.0 6 22.0 97.5 27.3 92 94 1 -A
3355 12/05/05 FG -2.5 6 22.0 97.5 26.9 91 93 1 -A
3356 12/05/05 FG -2.0 6 22.0 97.5 26.5 92 95 1 -A
3357 12/05/05 FG -1.5 6 22.0 97.5 28.1 92 94 1 -A
3358 12/05/05 FG -1.0 6 22.0 97.5 28.9 91 93 1 -A
3359 12/05/05 FG -0.5 6 22.0 97.5 27.9 92 94 1 -A
TEST LOCATION: BUILDING PADS
3353 10' S AND 18' W FROM THE NE CORNER OF BLOCK K, PAD 4
3354 10' S AND 19' W FROM THE NE CORNER OF BLOCK K, PAD 4
3355 10' S AND 20' W FROM THE NE CORNER OF BLOCK K, PAD 4
3356 10' S AND 21' W FROM THE NE CORNER OF BLOCK K, PAD 4
3357 10' S AND 22' W FROM THE NE CORNER OF BLOCK K, PAD 4
3358 10' S AND 23' W FROM THE NE CORNER OF BLOCK K, PAD 4
3359 10' S AND 24' W FROM THE NE CORNER OF BLOCK K, PAD 4
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 , // ,
CHARLES B WILLIAMS
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
Geotechnical Engineering /_'/ Construction Materials Testing /P: Environmental Engineering Pj Consulting
Il ,
/A REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
I
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/05/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -951
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID
OPTIMUM MAXIM LAB IN PLACE IN PLACE
PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF % PCF COMPACTION
3360 12/05/05 FG 6 22.0 97.5 28.1 90 93 1 -A
3361 12/05/05 FG -5.0 6 22.0 97.5 27.5 92 95 1 -A
3362 12/05/05 FG -4.5 6 22.0 97.5 26.9 92 94 1 -A
3363 12/05/05 FG -4.0 6 22.0 97.5 27.3 92 95 1 -A
3364 12/05/05 FG -3.5 6 22.0 97.5 28.3 92 94 1 -A
3365 12/05/05 FG -3.0 6 22.0 97.5 26.9 92 94 1 -A
3366 12/05/05 FG -2.5 6 22.0 97.5 27.3 91 93 1 -A
TEST LOCATION: BUILDING PADS
3360 10' S AND 25' W FROM THE NE CORNER OF BLOCK K, PAD 4
3361 10' S AND 10' W FROM THE NE CORNER OF BLOCK K, PAD 4
3362 10' S AND 11' W FROM THE NE CORNER OF BLOCK K, PAD 4
3363 10' S AND 12' W FROM THE NE CORNER OF BLOCK K, PAD 4
3364 10' S AND 13' W FROM THE NE CORNER OF BLOCK K, PAD 4
3365 10' S AND 14' W FROM THE NE CORNER OF BLOCK K, PAD 4
3366 10' S AND 15' W FROM THE NE CORNER OF BLOCK K, PAD 4
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 �^
CHARLES B WILLIAMS
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.
Geotechnical Enaineerina P7 Construction Materials Testing Pr Environmental Enaineerina !Ti Consulting
A i k REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/06/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -96
IRVING, TEXAS
TEST DATA:
OPTIM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
3367 12/06/05 FG -2.0 6 22.0 97.5 28.3 91 94 1 -A
3368 12/06/05 FG -1.5 6 22.0 97.5 27.9 91 93 1 -A
3369 12/06/05 FG -1.0 6 22.0 97.5 26.4 92 95 1 -A
3370 12/06/05 FG -0.5 6 22.0 97.5 28.4 91 94 1 -A
3371 12/06/05 FG 6 22.0 97.5 27.5 92 95 1 -A
3372 12/06/05 FG -7.5 6 22.0 97.5 26.9 91 93 1 -A
3373 12/06/05 FG -7.0 6 22.0 97.5 27.3 91 94 1 -A
TEST LOCATION: BUILDING PADS
3367 10' S AND 10' W FROM THE NE CORNER OF BLOCK K, PAD 5
3368 10' S AND 11' W FROM THE NE CORNER OF BLOCK K, PAD 5
3369 10' S AND 12' W FROM THE NE CORNER OF BLOCK K, PAD 5
3370 10' S AND 13' W FROM THE NE CORNER OF BLOCK K, PAD 5
3371 10' S AND 14' W FROM THE NE CORNER OF BLOCK K, PAD 5
3372 10' S AND 10' W FROM THE NE CORNER OF BLOCK L, PAD 2
3373 10' S AND 11' W FROM THE NE CORNER OF BLOCK L, PAD 2
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 4
CHARLES B WILLIAMS
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.
Geotechnical Engineering l'- Construction Materials Testing Pi Environmental Engineering /2 Consulting
X REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/06/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -96A
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID
OPTIM MAXIMUM LAB IN PLACE IN PLACE
PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER COMPACTION
% PCP i PCF
3374 12/06/05 FG -6.5 6 22.0 97.5 28.3 91 94 1 -A
3375 12/06/05 FG -6.0 6 22.0 97.5 27.9 91 93 1 -A
3376 12/06/05 FG -5.5 6 22.0 97.5 26.9 92 94 1 -A
3377 12/06/05 FG -5.0 6 22.0 97.5 27.5 91 94 1 -A
3378 12/06/05 FG -4.5 6 22.0 97.5 28.3 93 95 1 -A
3379 12/06/05 FG -4.0 6 22.0 97.5 27.5 91 93 1 -A
3380 12/06/05 FG -3.5 6 22.0 97.5 26.9 92 95 1 -A
TEST LOCATION: BUILDING PADS
3374 10' S AND 12' W FROM THE NE CORNER OF BLOCK L, PAD 2
3375 10' S AND 13' W FROM THE NE CORNER OF BLOCK L, PAD 2
3376 10' S AND 14' W FROM THE NE CORNER OF BLOCK L, PAD 2
3377 10' S AND 15' W FROM THE NE CORNER OF BLOCK L, PAD 2
3378 10' S AND 16' W FROM THE NE CORNER OF BLOCK L, PAD 2
3379 10' S AND 17' W FROM THE NE CORNER OF BLOCK L, PAD 2
3380 10' S AND 18' W FROM THE NE CORNER OF BLOCK L, PAD 2
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 al4
CHARLES B WILLIAMS
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.
Geotechnical Engineering /''' Construction Materials Testing Pi Environmental Engineering Rt Consulting
Ii i lk REPORT OF FIELD
ALPHA TESTING INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -891 1 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/06/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -96B
IRVING, TEXAS
TEST DATA:
OPT MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER ,o PCF r PCF COMPACTION
3381 12/06/05 FG -3.0 6 22.0 97.5 28.1 91 94 1 -A
3382 12/06/05 FG -2.5 6 22.0 97.5 27.5 91 93 1 -A
3383 12/06/05 FG -2.0 6 22.0 97.5 26.9 92 95 1 -A
3384 12/06/05 FG -1.5 6 22.0 97.5 27.5 92 95 1 -A
3385 12/06/05 FG -1.0 6 22.0 97.5 28.3 90 93 1 -A
3386 12/06/05 FG -0.5 6 22.0 97.5 27.5 92 94 1 -A
3387 12/06/05 FG 6 22.0 97.5 27.5 92 95 1 -A
TEST LOCATION: BUILDING PADS
3381 10' S AND 19' W FROM THE NE CORNER OF BLOCK L, PAD 2
3382 10' S AND 20' W FROM THE NE CORNER OF BLOCK L, PAD 2
3383 10' S AND 21' W FROM THE NE CORNER OF BLOCK L, PAD 2
3384 10' S AND 22' W FROM THE NE CORNER OF BLOCK L, PAD 2
3385 10' S AND 23' W FROM THE NE CORNER OF BLOCK L, PAD 2
3386 10' S AND 24' W FROM THE NE CORNER OF BLOCK L, PAD 2
3387 10' S AND 25' W FROM THE NE CORNER OF BLOCK L, PAD 2
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 / I
CHARLES B WILLIAMS
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 wntten 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.
Geotechnical Engineering /- Construction Materials Testing //r Environmental Engineering Pi Consulting
/ik REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/06/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -960
IRVING, TEXAS
TEST DATA:
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
PCF % PCF
3388 12/06/05 FG -7.5 6 22.0 97.5 28.1 91 93 1 -A
3389 12/06/05 FG -7.0 6 22.0 97.5 27.9 91 94 1 -A
3390 12/06/05 FG -6.5 6 22.0 97.5 26.5 92 94 1 -A
3391 12/06/05 FG -6.0 6 22.0 97.5 27.3 92 95 1 -A
3392 12/06/05 FG -5.5 6 22.0 97.5 27.1 91 94 1 -A
3393 12/06/05 FG -5.0 6 22.0 97.5 27.9 91 93 1 -A
3394 12/06/05 FG -4.5 6 22.0 97.5 28.3 91 94 1 -A
TEST LOCATION: BUILDING PADS
3388 10' S AND 10' W FROM THE NE CORNER OF BLOCK L, PAD 3
3389 10' S AND 11' W FROM THE NE CORNER OF BLOCK L, PAD 3
3390 10' S AND 12' W FROM THE NE CORNER OF BLOCK L, PAD 3
3391 10' S AND 13' W FROM THE NE CORNER OF BLOCK L, PAD 3
3392 10' S AND 14' W FROM THE NE CORNER OF BLOCK L, PAD 3
3393 10' S AND 15' W FROM THE NE CORNER OF BLOCK L, PAD 3
3394 10' S AND 16' W FROM THE NE CORNER OF BLOCK L, PAD 3
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
CHARLES B WILLIAMS
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients on tile in our office) and shall norbe 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.
Geotechnical Engineering P7 Construction Materials Testina /?% Environmental Engineering /'- Consulting
li k REPORT OF FIELD
ALPHA TESTING INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -891 1 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/06/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -96D
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER i PCF % PCF COMPACTION
3395 12/06/05 FG -4.0 6 22.0 97.5 28.4 92 94 1 -A
3396 12/06/05 FG -3.5 6 22.0 97.5 27.9 91 93 1 -A
3397 12/06/05 FG -3.0 6 22.0 97.5 26.9 92 95 1 -A
3398 12/06/05 FG -2.5 6 22.0 97.5 27.3 91 94 1 -A
3399 12/06/05 FG -2.0 6 22.0 97.5 28.1 92 94 1 -A
3400 12/06/05 FG -1.5 6 22.0 97.5 27.5 92 95 1 -A
3401 12/06/05 FG -1.0 6 22.0 97.5 28.3 91 94 1 -A
TEST LOCATION: BUILDING PADS
3395 10' S AND 17' W FROM THE NE CORNER OF BLOCK L, PAD 3
3396 10' S AND 18' W FROM THE NE CORNER OF BLOCK L, PAD 3
3397 10' S AND 19' W FROM THE NE CORNER OF BLOCK L, PAD 3
3398 10' S AND 20' W FROM THE NE CORNER OF BLOCK L, PAD 3
3399 10' S AND 21' W FROM THE NE CORNER OF BLOCK L, PAD 3
3400 10' S AND 22' W FROM THE NE CORNER OF BLOCK L, PAD 3
3401 10' S AND 23' W FROM THE NE CORNER OF BLOCK L, PAD 3
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 i 1 'IL.
CHARLES B WILLIAMS
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.
Geotechnical Engineering 1, Construction Materials Testing 12' Environmental Engineering P.7 Consulting
/1 REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St, Suite 100
Dallas, Texas 75229
972/620 -891 1 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/06/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -96E
IRVING, TEXAS
TEST DATA:
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT'
NO. DEPTH NUMBER i PCF i PCF COMPACTION
3402 12/06/05 FG -0.5 6 22.0 97.5 28.3 91 94 1 -A
3403 12/06/05 FG 6 22.0 97.5 26.9 91 93 1 -A
3404 12/06/05 FG -8.0 6 22.0 97.5 27.5 92 95 1 -A
3405 12/06/05 ' FG -7.5 6 22.0 97.5 26.9 92 94 1 -A
3406 12/06/05 FG -7.0 6 22.0 97.5 27.5 92 95 1 -A
3407 12/06/05 FG -6.5 6 22.0 97.5 28.1 91 94 1 -A
3408 12/06/05 FG -6.0 6 22.0 97.5 27.9 91 93 1 -A
TEST LOCATION: BUILDING PADS
3402 10' S AND 24' W FROM THE NE CORNER OF BLOCK L, PAD 3
3403 10' S AND 25' W FROM THE NE CORNER OF BLOCK L, PAD 3
3404 10' S AND 10' W FROM THE NE CORNER OF BLOCK L, PAD 4
3405 10' S AND 11' W FROM THE NE CORNER OF BLOCK L, PAD 4
3406 10' S AND 12' W FROM THE NE CORNER OF BLOCK L, PAD 4
3407 10' S AND 13' W FROM THE NE CORNER OF BLOCK L, PAD 4
3408 10' S AND 14' W FROM THE NE CORNER OF BLOCK L, PAD 4
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 J , '-J
CHARLES B WILLIAMS
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.
Geotechnical Engineering r., Construction Materials Testing /?/ Environmental Engineering /b Consulting
/k REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023 ,
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/06/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -96F
IRVING, TEXAS
TEST DATA:
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF % PCF COMPACTION
3409 12/06/05 FG -5.5 6 22.0 97.5 28.1 91 94 1 -A
3410 12/06/05 FG -5.0 6 22.0 97.5 27.9 91 93 1 -A
3411 12/06/05 FG -4.5 6 22.0 97.5 27.5 92 95 1 -A
3412 12/06/05 FG -4.0 6 22.0 97.5 28.3 91 94 1 -A
3413 12/06/05 FG -3.5 6 22.0 97.5 28.1 92 94 1 -A
3414 12/06/05 FG -3.0 6 22.0 97.5 27.9 92 95 1 -A
3415 12/06/05 FG -2.5 6 22.0 97.5 26.8 92 94 1 -A
TEST LOCATION: BUILDING PADS
3409 10' S AND 15' W FROM THE NE CORNER OF BLOCK L, PAD 4
3410 10' S AND 16' W FROM THE NE CORNER OF BLOCK L, PAD 4
3411 10' S AND 17' W FROM THE NE CORNER OF BLOCK L, PAD 4
3412 10' S AND 18' W FROM THE NE CORNER OF BLOCK L, PAD 4
3413 10' S AND 19' W FROM THE NE CORNER OF BLOCK L, PAD 4
3414 10' S AND 20' W FROM THE NE CORNER OF BLOCK L, PAD 4
3415 10' S AND 21' W FROM THE NE CORNER OF BLOCK L, PAD 4
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 a}1/' .
CHARLES B WILLIAMS
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.
Geotechnical Engineering /2' Construction Materials Testing /) Environmental Engineering /v Consulting
11 /k REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/06/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -96G
IRVING, TEXAS
TEST DATA:
TEST ELEV. SOIL ID
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT`
NO. DEPTH NUMBER % PCF i PCF COMPACTION
3416 12/06/05 FG -2.0 6 22.0 97.5 28.3 91 94 1 -A
3417 12/06/05 FG -1.5 6 22.0 97.5 27.5 92 95 1 -A
3418 12/06/05 FG -1.0 6 22.0 97.5 27.9 92 94 1 -A
3419 12/06/05 FG -0.5 6 22.0 97.5 26.8 91 93 1 -A
3420 12/06/05 FG 6 22.0 97.5 27.1 92 95 1 -A
3421 12/06/05 FG -8.0 6 22.0 97.5 28.3 92 94 1 -A
3422 12/06/05 FG -7.5 6 22.0 97.5 27.5 91 93 1 -A
TEST LOCATION: BUILDING PADS
3416 10' S AND 22' W FROM THE NE CORNER OF BLOCK L, PAD 4
3417 10' S AND 23' W FROM THE NE CORNER OF BLOCK L, PAD 4
3418 10' S AND 24' W FROM THE NE CORNER OF BLOCK L, PAD 4
3419 10' S AND 25' W FROM THE NE CORNER OF BLOCK L, PAD 4
3420 10' S AND 26' W FROM THE NE CORNER OF BLOCK L, PAD 5
3421 10' S AND 10' W FROM THE NE CORNER OF BLOCK L, PAD 5
3422 10' S AND 11' W FROM THE NE CORNER OF BLOCK L, PAD 5
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 �
d , � d � v W
CHARLES B WILLIAMS
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.
Geotechnical Engineering P Construction Materials Testing // Environmental Engineering Pi Consulting
‘ REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/06/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -96H
IRVING, TEXAS
TEST DATA:
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
PCF % PCF
3423 12/06/05 FG -7.0 6 22.0 97.5 28.4 91 94 1 -A
3424 12/06/05 FG -6.5 6 22.0 97.5 27.5 93 95 1 -A
3425 12/06/05 FG -6.0 6 22.0 97.5 26.9 91 93 1 -A
3426 12/06/05 FG -5.5 6 22.0 97.5 27.3 92 95 1 -A
3427 12/06/05 FG -5.0 6 22.0 97.5 28.2 92 94 1 -A
3428 12/06/05 FG -4.5 6 22.0 97.5 28.5 91 93 1 -A
3429 12/06/05 FG -4.0 6 22.0 97.5 27.4 92 94 1 -A
TEST LOCATION: BUILDING PADS
3423 10' S AND 12' W FROM THE NE CORNER OF BLOCK L, PAD 5
3424 10' S AND 13' W FROM THE NE CORNER OF BLOCK L, PAD 5
3425 10' S AND 14' W FROM THE NE CORNER OF BLOCK L, PAD 5
3426 10' S AND 15' W FROM THE NE CORNER OF BLOCK L, PAD 5
3427 10' S AND 16' W FROM THE NE CORNER OF BLOCK L, PAD 5
3428 10' S AND 17' W FROM THE NE CORNER OF BLOCK L, PAD 5
3429 10' S AND 18' W FROM THE NE CORNER OF BLOCK L, PAD 5
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 n ' Ol '" „_
'
CHARLES B WILLIAMS
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.
Geotechnical Engineering Iii Construction Materials Testing F-'? Environmental Engineering /:'r Consulting
7 REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
I
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/06/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -961
IRVING, TEXAS
TEST DATA:
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF % PCF COMPACTION
3430 12/06/05 FG -3.5 6 22.0 97.5 28.1 91 94 1 -A
3431 12/06/05 FG -3.0 6 22.0 97.5 27.9 92 95 1 -A
3432 12/06/05 FG -2.5 6 22.0 97.5 26.9 92 94 1 -A
3433 12/06/05 FG -2.0 6 22.0 97.5 27.5 91 93 1 -A
3434 12/06/05 FG -1.5 6 22.0 97.5 26.9 92 94 1 -A
3435 12/06/05 FG -1.0 6 22.0 97.5 28.1 92 95 1 -A
3436 12/06/05 FG -0.5 6 22.0 97.5 27.5 91 94 1 -A
TEST LOCATION: BUILDING PADS
3430 10' S AND 19' W FROM THE NE CORNER OF BLOCK L, PAD 5
3431 10' S AND 20' W FROM THE NE CORNER OF BLOCK L, PAD 5
3432 10' S AND 21' W FROM THE NE CORNER OF BLOCK L, PAD 5
3433 10' S AND 22' W FROM THE NE CORNER OF BLOCK L, PAD 5
3434 10' S AND 23' W FROM THE NE CORNER OF BLOCK L, PAD 5
3435 10' S AND 24' W FROM THE NE CORNER OF BLOCK L, PAD 5
3436 10' S AND 25' W FROM THE NE CORNER OF BLOCK L, PAD 5
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 /� O)1:1‘;'4'
CHARLES / B W I L L I A M S
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.
(3enterhninal Fnaineerina / Construction Materials Testing Pi Environmental Enaineerina P/ Consulting
/i /, REPORT OF FIELD
ALPHA TESTING INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620 -891 1 - 972/263 -4937 (Metro)
FAX: 972/406 -8023
TESTED FOR: BILLINGSLEY DEVELOPMENT DATE: 12/06/05
CARROLLTON, TEXAS
PROJECT: HEMINGWAY COURT OUR REPORT NO.: 05335 -96J
IRVING, TEXAS
TEST DATA:
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF % PCF COMPACTION
3437 12/06/05 FG 6 22.0 97.5 28.3 92 95 1 -A
TEST LOCATION: BUILDING PADS
3437 10' S AND 26' W FROM THE NE CORNER OF BLOCK L, PAD 5
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,
D-
4. CEMENT TREATED RETEST
CHARLES B WILLIAMS
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.
Geotechnical Engineering /A Construction Materials Testing /27 Environmental Engineering /b Consulting