Red Hawk-LR120308REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
II
Geotechnical Construction Materials Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR:Creststone GroupDATE: 03/08/12
Coppell, Texas
PROJECT:Red Hawk ResidentialOUR REPORT NO.:110991-83
Coppell, Texas
TEST DATA:TECHNICIAN:J. Ranjbaran
OPTIMUMMAXIMUM LABIN PLACEIN PLACE
TESTSOIL ID
ELEV.
PERCENT
DATECOMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
74003/08/12FG-0.5217.0106.822.8102961-A
74103/08/12FG217.0106.822.3100931-A
74203/08/12FG-0.5217.0106.823.4101941-A
74303/08/12FG217.0106.822.8102951-A
74403/08/12FG-0.5217.0106.824.7100931-A
74503/08/12FG217.0106.824.2102961-A
74603/08/12FG-0.5217.0106.822.9102951-A
TEST LOCATION:Building Pad
74020' N and 40' W from SE Corner of Block B, Pad 18
74130' N and 20' W from SE Corner of Block B, Pad 18
74225' N and 60' W from SE Corner of Block B, Pad 17
74310' N and 30' W from SE Corner of Block B, Pad 17
74435' N and 25' W from SE Corner of Block B, Pad 16
74525' N and 35' W from SE Corner of Block B, Pad 16
74615' N and 40' W from SE Corner of Block B, Pad 15
1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted,
4. CEMENT TREATEDD. RETEST
Yonas Tanga
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with
express approval of ALPHA. The
use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities
of apparently identical or similar
specimens.
REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
II
Geotechnical Construction Materials Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR:Creststone GroupDATE: 03/08/12
Coppell, Texas
PROJECT:OUR REPORT NO.:110991-83A
Red Hawk Residential
Coppell, Texas
TEST DATA:TECHNICIAN:J. Ranjbaran
OPTIMUMMAXIMUM LABIN PLACEIN PLACE
TESTSOIL ID
ELEV.
PERCENT
DATE
COMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
74703/08/12FG217.0106.823.6103971-A
74803/08/12SG217.0106.823.1102962-A
74903/08/12FG-2.5217.0106.823.6101941-A
75003/08/12FG-2.0217.0106.823.8101951-A
75103/08/12FG-1.5217.0106.822.5100931-A
75203/08/12FG-1.0217.0106.823.7100941-A
75303/08/12SG217.0106.822.9101952-A
TEST LOCATION:Building Pad
74730' N and 30' E from SW Corner of Block B, Pad 15
74820' N and 15' E from SW Corner of Block B, Pad 14
74915' N and 40' E from SW Corner of Block B, Pad 14
75010' N and 25' E from SW Corner of Block B, Pad 14
75125' N and 50' E from SW Corner of Block B, Pad 14
75230' N and 30' E from SW Corner of Block B, Pad 14
75315' N and 40' E from SW Corner of Block B, Pad 13
1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted,
4. CEMENT TREATEDD. RETEST
Yonas Tanga
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with
express approval of ALPHA. The
use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities
of apparently identical or similar
specimens.
REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
II
Geotechnical Construction Materials Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR:Creststone GroupDATE: 03/08/12
Coppell, Texas
PROJECT:Red Hawk ResidentialOUR REPORT NO.:110991-83B
Coppell, Texas
TEST DATA:TECHNICIAN:J. Ranjbaran
OPTIMUMMAXIMUM LABIN PLACEIN PLACE
TESTSOIL ID
ELEV.
PERCENT
DATECOMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
75403/08/12FG217.0106.823.4101951-A
75503/08/12SG217.0106.824.4100931-A
75603/08/12FG-2.5217.0106.822.7102961-A
75703/08/12FG-2.0217.0106.823.6102951-A
TEST LOCATION:Building Pad
75430' N and 30' W from SE Corner of Block B, Pad 13
75520' N and 40' W from SE Corner of Block B, Pad 13
75615' N and 20' W from SE Corner of Block B, Pad 13
75725' N and 60' W from SE Corner of Block B, Pad 13
1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted,
4. CEMENT TREATEDD. RETEST
Yonas Tanga
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.
ALPHA \TESTING OUR REPORT NO.: 110991 -82 DATE: 03/08/12
2209 Wisconsin Street, Suite 100 MATERIAL DESCRIPTION: BROWN SANDY CLAY WITH GRAVEL
Dallas, Texas 75229
Geotechnical I Construction Materials! Environmental CLASSIFICATION: (CL )
www.alphatesting.com SAMPLE LOCATION: BLOCK B LOT 10
TBPE Firm No. 813
TEST METHOD: ASTM D698 -B
TESTED FOR: Creststone Group SOIL ID NUMBER: 6
Coppell, Texas MAXIMUM DRY UNIT WEIGHT: 105.9 PCF
OPTIMUM MOISTURE CONTENT: 18.1 %
LIQUID LIMIT: 48
PROJECT: Red Hawk Residential PLASTIC LIMIT: 17
Coppell, Texas PLASTICITY INDEX: 31
% FINER THAN NO. 200 SIEVE: 66%
TECHNICIAN: Jim Ranjbaran
MOISTURE DENSITY RELATIONSHIP
120
115
110 ,
-0 105
C9
W
100
95
90
85
0% 5% 10% 15% 20% 25% 30% 35%
MOISTURE CONTENT
Respectfully Submitted,
Yonas Tanga
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
nave 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.