Red Hawk-LR111214REPORT 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: 12/14/11
Coppell, Texas
PROJECT:Red Hawk ResidentialOUR REPORT NO.:110991-44
Coppell, Texas
TEST DATA:TECHNICIAN:Daniel Montenegro
OPTIMUMMAXIMUM LABIN PLACEIN PLACE
TESTSOIL ID
ELEV.
PERCENT
DATECOMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
61012/14/11FG-2.0116.6106.717.3104971-A
61112/14/11FG-1.5116.6106.718.91061001-A
61212/14/11FG-1.0116.6106.715.7106991-A
61312/14/11FG-0.5116.6106.716.9104981-A
61412/14/11FG116.6106.716.11071001-A
61512/14/11FG-2.0116.6106.718.9103971-A
61612/14/11FG-1.5116.6106.718.2103961-A
TEST LOCATION:Franchise Utilities
610From Block A, Pad 1 to Block A, Pad 28
611From Block A, Pad 1 to Block A, Pad 28
612From Block A, Pad 1 to Block A, Pad 28
613From Block A, Pad 1 to Block A, Pad 28
614From Block A, Pad 1 to Block A, Pad 28
615From Block A, Pad 28 to Block B, Pad 26
616From Block A, Pad 28 to Block B, Pad 26
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: 12/14/11
Coppell, Texas
PROJECT:OUR REPORT NO.:110991-44A
Red Hawk Residential
Coppell, Texas
TEST DATA:TECHNICIAN:Daniel Montenegro
MAXIMUM LABIN PLACEIN PLACE
OPTIMUM
TESTSOIL ID
ELEV.
PERCENT
DATE
COMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
61712/14/11FG-1.0116.6106.716.0105991-A
61812/14/11FG-0.5116.6106.718.9102961-A
61912/14/11FG116.6106.718.01061001-A
62012/14/11FG-2.0116.6106.717.5104971-A
62112/14/11FG-1.5116.6106.717.1102961-A
62212/14/11FG-1.0116.6106.717.8103961-A
62312/14/11FG-0.5116.6106.716.4103961-A
TEST LOCATION:Franchise Utilities
617From Block A, Pad 28 to Block B, Pad 26
618From Block A, Pad 28 to Block B, Pad 26
619From Block A, Pad 28 to Block B, Pad 26
620From Block A, Pad 6 to Block B, Pad 28
621From Block A, Pad 6 to Block B, Pad 28
622From Block A, Pad 6 to Block B, Pad 28
623From Block A, Pad 6 to Block B, Pad 28
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: 12/14/11
Coppell, Texas
PROJECT:Red Hawk ResidentialOUR REPORT NO.:110991-44B
Coppell, Texas
TEST DATA:TECHNICIAN:Daniel Montenegro
OPTIMUMMAXIMUM LABIN PLACEIN PLACE
TESTSOIL ID
ELEV.
PERCENT
DATECOMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
62412/14/11FG116.6106.715.3103971-A
62512/14/11FG-2.0116.6106.715.9102961-A
62612/14/11FG-1.5116.6106.717.8103961-A
62712/14/11FG-1.0116.6106.716.4103961-A
62812/14/11FG-0.5116.6106.718.6103971-A
62912/14/11FG116.6106.719.2106991-A
63012/14/11FG-2.0116.6106.718.7103971-A
TEST LOCATION:Franchise Utilities
624From Block A, Pad 6 to Block B, Pad 28
625From Block B, Pad 3 to Block B, Pad 20
626From Block B, Pad 3 to Block B, Pad 20
627From Block B, Pad 3 to Block B, Pad 20
628From Block B, Pad 3 to Block B, Pad 20
629From Block B, Pad 3 to Block B, Pad 20
630From Block B, Pad 4 to Block B, Pad 19
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: 12/14/11
Coppell, Texas
PROJECT:OUR REPORT NO.:110991-44C
Red Hawk Residential
Coppell, Texas
TEST DATA:TECHNICIAN:Daniel Montenegro
MAXIMUM LABIN PLACEIN PLACE
OPTIMUM
TESTSOIL ID
ELEV.
PERCENT
DATE
COMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
63112/14/11FG-1.5116.6106.718.3103961-A
63212/14/11FG-1.0116.6106.719.0102951-A
63312/14/11FG-0.5116.6106.719.2102961-A
63412/14/11FG116.6106.718.7103961-A
TEST LOCATION:Franchise Utilities
631From Block B, Pad 4 to Block B, Pad 19
632From Block B, Pad 4 to Block B, Pad 19
633From Block B, Pad 4 to Block B, Pad 19
634From Block B, Pad 4 to Block B, Pad 19
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 REPORT OF FIELD
2209 Wisconsin Street, Suite 100
COMPACTION TESTS
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Creststone Group DATE: 12/14/11
Coppell, Texas
PROJECT: Red Hawk Residential OUR REPORT NO.: 110991-45
Coppell, Texas
TEST DATA: TECHNICIAN: Daniel Montenegro
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
635 12/14/11 FG -2.0 1 16.6 106.7 18.0 104 97 1 -A
636 12/14/11 FG -1.5 1 16.6 106.7 18.9 106 99 1 -A
637 12/14/11 FG -1.0 1 16.6 106.7 17.6 103 97 1 -A
638 12/14/11 FG -0.5 1 16.6 106.7 15.3 103 97 1 -A
639 12/14/11 FG 1 16.6 106.7 16.9 103 96 1 -A
640 12/14/11 FG -2.0 1 16.6 106.7 16.1 105 99 1 -A
641 12/14/11 FG -1.5 1 16.6 106.7 18.6 104 98 1 -A
TEST LOCATION: Franchise Utilities
635 From Block B, Pad 6 to Block B, Pad 17
636 From Block B, Pad 6 to Block B, Pad 17
637 From Block B, Pad 6 to Block B, Pad 17
638 From Block B, Pad 6 to Block B, Pad 17
639 From Block B, Pad 6 to Block B, Pad 17
640 From Block B, Pad 8 to Block B, Pad 15
641 From Block B, Pad 8 to Block B, 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
U
Yonas Tanga
ALPHA TESTING, INC.
Our lest 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 end 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 REPORT OF FIELD
2209 Wisconsin Street, Suite 100 COMPACTION TESTS
Dallas, Texas 75229
Geotechnical I Construction Materials 1 Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Creststone Group DATE: 12/14/11
Coppell, Texas
PROJECT: Red Hawk Residential OUR REPORT NO.: 110991 -45A
Coppell, Texas
TEST DATA: TECHNICIAN: Daniel Montenegro
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 h PCF COMPACTION
642 12/14/11 FG -1.0 1 16.6 106.7 14.7 106 99 1 -A
643 12/14/11 FG -0.5 1 16.6 106.7 18.1 103 97 1 -A
644 12/14/11 FG 1 16.6 106.7 17.3 102 95 1 -A
645 12/14/11 FG -2.0 1 16.6 106.7 16.0 106 100 1 -A
646 12/14/11 FG-1.5 1 16.6 106.7 16.3 102 96 1 -A
647 12/14/11 FG -1.0 1 16.6 106.7 17.9 104 97 1 -A
648 12/14/11 FG -0.5 1 16.6 106.7 17.5 103 96 1 -A
TEST LOCATION: Franchise Utilities
642 From Block B, Pad 8 to Block B, Pad 15
643 From Block B, Pad 8 to Block B, Pad 15
644 From Block B, Pad 8 to Block B, Pad 15
645 From Block B, Pad 10 to Block B, Pad 13
646 From Block B, Pad 10 to Block B, Pad 13
647 From Block B, Pad 10 to Block B, Pad 13
648 From Block B, Pad 10 to Block B, 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
I)
Yonas Tanga
ALPHA TESTING, INC.
Our lest 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 qualifies of apparently identical or similar
specimens.
ALPHA ®T E STI H G REPORT OF FIELD
2209 Wisconsin Street, Suite 100
COMPACTION TESTS
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Creststone Group DATE: 12/14/11
Coppell, Texas
PROJECT: Red Hawk Residential OUR REPORT NO.: 110991 -45B
Coppell, Texas
TEST DATA: TECHNICIAN: Daniel Montenegro
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
649 12/14/11 FG 1 16.6 106.7 16.4 107 100 1 -A
650 12/14/11 FG -2.0 1 16.6 106.7 16.9 106 99 1 -A
651 12/14/11 FG -1.5 1 16.6 106.7 17.7 102 96 1 -A
652 12/14/11 FG -1.0 1 16.6 106.7 18.4 105 98 1 -A
653 12/14/11 FG -0.5 1 16.6 106.7 15.0 105 98 1 -A
654 12/14/11 FG 1 16.6 106.7 16.9 104 98 1 -A
655 12/14/11 FG -2.0 1 16.6 106.7 15.3 102 95 1 -A
TEST LOCATION: Franchise Utilities
649 From Block B, Pad 10 to Block B, Pad 13
650 From Block B, Pad 2 to Block A, Pad 26
651 From Block B, Pad 2 to Block A, Pad 26
652 From Block B, Pad 2 to Block A, Pad 26
653 From Block B, Pad 2 to Block A, Pad 26
654 From Block B, Pad 2 to Block A, Pad 26
655 From Block A, Pad 15 to Block A, Pad 19
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
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 end /or observed, and are not indicative of the qualities of apparently identical or similar
specimens.
ALPHA / \TESTING REPORT OF FIELD
2209 Wisconsin Street, Suite 100 COMPACTION TESTS
Dallas, Texas 75229
Geotechnical 1 Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Creststone Group DATE: 12/14/11
Coppell, Texas
PROJECT: Red Hawk Residential OUR REPORT NO.: 110991-45C
Coppell, Texas
TEST DATA: TECHNICIAN: Daniel Montenegro
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
656 12/14/11 FG -1.5 1 16.6 106.7 14.3 107 100 1 -A
657 12/14/11 FG -1.0 1 16.6 106.7 18.6 1013 950 1 -A
658 12/14/11 FG -0.5 1 16.6 106.7 18.0 102 96 1 -A
659 12/14/11 FG 1 16.6 106.7 18.7 106 100 1 -A
TEST LOCATION: Franchise Utilities
656 From Block A, Pad 15 to Block A, Pad 19
657 From Block A, Pad 15 to Block A, Pad 19
658 From Block A, Pad 15 to Block A, Pad 19
659 From Block A, Pad 15 to Block A, Pad 19
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
U
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.