Red Hawk-LR111109REPORT 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: 11/09/11
Coppell, Texas
PROJECT:Red Hawk ResidentialOUR REPORT NO.:110991-28
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
45311/09/11FG-6.0312.0119.014.6117981-A
45411/09/11FG-5.5312.0119.013.81191001-A
45511/09/11FG-5.0312.0119.012.9115971-A
45611/09/11FG-4.5312.0119.012.5114961-A
45711/09/11FG-4.0312.0119.013.7118991-A
45811/09/11FG-3.5312.0119.013.1117981-A
45911/09/11FG-3.0312.0119.014.8116971-A
TEST LOCATION:Utilities
453Sanitary Sewer Service Line to Block A, Pad 1
454Sanitary Sewer Service Line to Block A, Pad 1
455Sanitary Sewer Service Line to Block A, Pad 1
456Sanitary Sewer Service Line to Block A, Pad 1
457Sanitary Sewer Service Line to Block A, Pad 1
458Sanitary Sewer Service Line to Block A, Pad 1
459Sanitary Sewer Service Line to Block A, Pad 1
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: 11/09/11
Coppell, Texas
PROJECT:OUR REPORT NO.:110991-28A
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
46011/09/11FG-2.5312.0119.013.6118991-A
46111/09/11FG-2.0312.0119.012.8118991-A
46211/09/11FG-1.5312.0119.012.1115971-A
46311/09/11FG-1.0312.0119.012.9117981-A
46411/09/11FG-6.0312.0119.011.0117981-A
46511/09/11FG-5.5312.0119.013.6116971-A
46611/09/11FG-5.0312.0119.014.5115971-A
TEST LOCATION:Utilities
460Sanitary Sewer Service Line to Block A, Pad 1
461Sanitary Sewer Service Line to Block A, Pad 1
462Sanitary Sewer Service Line to Block A, Pad 1
463Sanitary Sewer Service Line to Block A, Pad 1
464Sanitary Sewer Service Line to Block A, Pad 4
465Sanitary Sewer Service Line to Block A, Pad 4
466Sanitary Sewer Service Line to Block A, Pad 4
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: 11/09/11
Coppell, Texas
PROJECT:Red Hawk ResidentialOUR REPORT NO.:110991-28B
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
46711/09/11FG-4.5312.0119.010.7114961-A
46811/09/11FG-4.0312.0119.014.6118991-A
46911/09/11FG-3.5312.0119.011.9116971-A
47011/09/11FG-3.0116.6106.714.9106991-A
47111/09/11FG-2.5116.6106.718.4103971-A
47211/09/11FG-2.0116.6106.718.0105981-A
47311/09/11FG-1.5116.6106.717.2105991-A
TEST LOCATION:Utilities
467Sanitary Sewer Service Line to Block A, Pad 4
468Sanitary Sewer Service Line to Block A, Pad 4
469Sanitary Sewer Service Line to Block A, Pad 4
470Sanitary Sewer Service Line to Block A, Pad 4
471Sanitary Sewer Service Line to Block A, Pad 4
472Sanitary Sewer Service Line to Block A, Pad 4
473Sanitary Sewer Service Line to Block A, Pad 4
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: 11/09/11
Coppell, Texas
PROJECT:OUR REPORT NO.:110991-28C
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
47411/09/11FG-1.0116.6106.718.2105981-A
47511/09/11FG-5.0116.6106.718.9105991-A
47611/09/11FG-4.5116.6106.717.0106991-A
47711/09/11FG-4.0116.6106.717.9106991-A
47811/09/11FG-3.5116.6106.717.4103971-A
47911/09/11FG-3.0116.6106.719.1103961-A
48011/09/11FG-2.5116.6106.715.2102961-A
TEST LOCATION:Utilities
474Sanitary Sewer Service Line to Block A, Pad 4
475Sanitary Sewer Service Line to Block A, Pad 4
476Sanitary Sewer Service Line to Block A, Pad 7
477Sanitary Sewer Service Line to Block A, Pad 7
478Sanitary Sewer Service Line to Block A, Pad 7
479Sanitary Sewer Service Line to Block A, Pad 7
480Sanitary Sewer Service Line to Block A, Pad 7
1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted,
4. CEMENT TREATEDD. RETEST
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: 11/09/11
Coppell, Texas
PROJECT:Red Hawk ResidentialOUR REPORT NO.:110991-28D
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
48111/09/11FG-2.0116.6106.717.0103971-A
48211/09/11FG-1.5116.6106.717.9103961-A
48311/09/11FG-1.0116.6106.718.0103961-A
48411/09/11FG-5.0116.6106.715.6102961-A
48511/09/11FG-4.5116.6106.716.91071001-A
48611/09/11FG-4.0116.6106.716.2104981-A
48711/09/11FG-3.5116.6106.716.9103971-A
TEST LOCATION:Utilities
481Sanitary Sewer Service Line to Block A, Pad 7
482Sanitary Sewer Service Line to Block A, Pad 7
483Sanitary Sewer Service Line to Block A, Pad 7
484Sanitary Sewer Service Line to Block B, Pad 3
485Sanitary Sewer Service Line to Block B, Pad 3
486Sanitary Sewer Service Line to Block B, Pad 3
487Sanitary Sewer Service Line to Block B, Pad 3
1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted,
4. CEMENT TREATEDD. RETEST
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: 11/09/11
Coppell, Texas
PROJECT:OUR REPORT NO.:110991-28E
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
48811/09/11FG-3.0116.6106.719.21061001-A
48911/09/11FG-2.5116.6106.714.31061001-A
49011/09/11FG-2.0116.6106.714.0106991-A
49111/09/11FG-1.5116.6106.718.6102961-A
49211/09/11FG-1.0116.6106.715.2105981-A
TEST LOCATION:Utilities
488Sanitary Sewer Service Line to Block B, Pad 3
489Sanitary Sewer Service Line to Block B, Pad 3
490Sanitary Sewer Service Line to Block B, Pad 3
491Sanitary Sewer Service Line to Block B, Pad 3
492Sanitary Sewer Service Line to Block B, Pad 3
1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted,
4. CEMENT TREATEDD. RETEST
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.