Red Hawk-LR111114REPORT 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: 11/14/11
Coppell, Texas
PROJECT:Red Hawk ResidentialOUR REPORT NO.:110991-33
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
55511/14/11FG-4.0116.6106.717.0103971-A
55611/14/11FG-3.5116.6106.713.9105981-A
55711/14/11FG-3.0116.6106.715.6106991-A
55811/14/11FG-2.5116.6106.714.7102961-A
55911/14/11FG-2.0116.6106.718.2105981-A
56011/14/11FG-1.5116.6106.719.2106991-A
56111/14/11FG-1.0116.6106.719.0104971-A
TEST LOCATION:Utilities
555Sanitary Sewer Service Line to Block A, Pad 26
556Sanitary Sewer Service Line to Block A, Pad 26
557Sanitary Sewer Service Line to Block A, Pad 26
558Sanitary Sewer Service Line to Block A, Pad 26
559Sanitary Sewer Service Line to Block A, Pad 26
560Sanitary Sewer Service Line to Block A, Pad 26
561Sanitary Sewer Service Line to Block A, 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: 11/14/11
Coppell, Texas
PROJECT:OUR REPORT NO.:110991-33A
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
56211/14/11FG-4.0116.6106.715.6105991-A
56311/14/11FG-3.5116.6106.716.2103971-A
56411/14/11FG-3.0116.6106.718.4102961-A
56511/14/11FG-2.5116.6106.719.2103961-A
56611/14/11FG-2.0116.6106.718.2105981-A
56711/14/11FG-1.5116.6106.718.3105991-A
56811/14/11FG-1.0116.6106.714.6103961-A
TEST LOCATION:Utilities
562Sanitary Sewer Service Line to Block B, Pad 12
563Sanitary Sewer Service Line to Block B, Pad 12
564Sanitary Sewer Service Line to Block B, Pad 12
565Sanitary Sewer Service Line to Block B, Pad 12
566Sanitary Sewer Service Line to Block B, Pad 12
567Sanitary Sewer Service Line to Block B, Pad 12
568Sanitary Sewer Service Line to Block B, Pad 12
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: 11/14/11
Coppell, Texas
PROJECT:Red Hawk ResidentialOUR REPORT NO.:110991-33B
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
56911/14/11FG-4.0116.6106.719.2104971-A
57011/14/11FG-3.5116.6106.716.3105981-A
57111/14/11FG-3.0116.6106.716.0103971-A
57211/14/11FG-2.5116.6106.716.7105991-A
57311/14/11FG-2.0116.6106.717.5105981-A
57411/14/11FG-1.5116.6106.718.8102961-A
57511/14/11FG-1.0116.6106.719.61071001-A
TEST LOCATION:Utilities
569Sanitary Sewer Service Line to Block B, Pad 15
570Sanitary Sewer Service Line to Block B, Pad 15
571Sanitary Sewer Service Line to Block B, Pad 15
572Sanitary Sewer Service Line to Block B, Pad 15
573Sanitary Sewer Service Line to Block B, Pad 15
574Sanitary Sewer Service Line to Block B, Pad 15
575Sanitary Sewer Service Line to 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: 11/14/11
Coppell, Texas
PROJECT:OUR REPORT NO.:110991-33C
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
57611/14/11FG-4.0116.6106.716.2102961-A
57711/14/11FG-3.5116.6106.718.21071001-A
57811/14/11FG-3.0116.6106.718.9105981-A
57911/14/11FG-2.5116.6106.718.110319661-A
58011/14/11FG-2.0116.6106.717.2103961-A
58111/14/11FG-1.5116.6106.716.0102961-A
58211/14/11FG-1.0116.6106.717.6102951-A
TEST LOCATION:Utilities
576Sanitary Sewer Service Line to Block B, Pad 18
577Sanitary Sewer Service Line to Block B, Pad 18
578Sanitary Sewer Service Line to Block B, Pad 18
579Sanitary Sewer Service Line to Block B, Pad 18
580Sanitary Sewer Service Line to Block B, Pad 18
581Sanitary Sewer Service Line to Block B, Pad 18
582Sanitary Sewer Service Line to Block B, Pad 18
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: 11/14/11
Coppell, Texas
PROJECT:Red Hawk ResidentialOUR REPORT NO.:110991-33D
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
58311/14/11FG-4.0116.6106.719.2103971-A
58411/14/11FG-3.5116.6106.713.6103961-A
58511/14/11FG-3.0116.6106.713.8105981-A
58611/14/11FG-2.5116.6106.718.3106991-A
58711/14/11FG-2.0116.6106.714.6104981-A
58811/14/11FG-1.5116.6106.714.0103961-A
58911/14/11FG-1.0116.6106.715.2103971-A
TEST LOCATION:Utilities
583Sanitary Sewer Service Line to Block B, Pad 21
584Sanitary Sewer Service Line to Block B, Pad 21
585Sanitary Sewer Service Line to Block B, Pad 21
586Sanitary Sewer Service Line to Block B, Pad 21
587Sanitary Sewer Service Line to Block B, Pad 21
588Sanitary Sewer Service Line to Block B, Pad 21
589Sanitary Sewer Service Line to Block B, Pad 21
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.