Red Hawk-LR111005REPORT 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: 10/05/11
Coppell, Texas
PROJECT:Red Hawk ResidentialOUR REPORT NO.:110991-17
Coppell, Texas
TEST DATA:TECHNICIAN:D. Montenegro
OPTIMUMMAXIMUM LABIN PLACEIN PLACE
TESTSOIL ID
ELEV.
PERCENT
DATECOMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
22310/05/11FG-3.0116.6106.719.3104971-A
22410/05/11FG-2.5116.6106.718.0105991-A
22510/05/11FG-2.0116.6106.716.11061001-A
22610/05/11FG-1.5116.6106.716.8104981-A
22710/05/11FG-1.0116.6106.717.6103971-A
22810/05/11FG-3.0116.6106.717.0106991-A
22910/05/11FG-2.5116.6106.717.91071001-A
TEST LOCATION:Utilities
223Sanitary Sewer Line A @ Station 3+00
224Sanitary Sewer Line A @ Station 3+01
225Sanitary Sewer Line A @ Station 3+02
226Sanitary Sewer Line A @ Station 3+07
227Sanitary Sewer Line A @ Station 3+08
228Sanitary Sewer Line A @ Station 6+00
229Sanitary Sewer Line A @ Station 6+01
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: 10/05/11
Coppell, Texas
PROJECT:OUR REPORT NO.:110991-17A
Red Hawk Residential
Coppell, Texas
TEST DATA:TECHNICIAN:D. Montenegro
MAXIMUM LABIN PLACEIN PLACE
OPTIMUM
TESTSOIL ID
ELEV.
PERCENT
DATE
COMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
23010/05/11FG-2.0116.6106.718.2104971-A
23110/05/11FG-1.5116.6106.716.0103971-A
23210/05/11FG-1.0116.6106.715.9104971-A
23310/05/11FG-3.0312.0119.014.7118991-A
23410/05/11FG-2.5312.0119.012.8115971-A
23510/05/11FG-2.0312.0119.013.51191001-A
23610/05/11FG-1.5312.0119.014.7116971-A
TEST LOCATION:Utilities
230Sanitary Sewer Line A @ Station 6+02
231Sanitary Sewer Line A @ Station 6+03
232Sanitary Sewer Line A @ Station 6+04
233Sanitary Sewer Manhole on Line A @ Station 3+52, North Side
234Sanitary Sewer Manhole on Line A @ Station 3+52, North Side
235Sanitary Sewer Manhole on Line A @ Station 3+52, East Side
236Sanitary Sewer Manhole on Line A @ Station 3+52, East Side
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: 10/05/11
Coppell, Texas
PROJECT:Red Hawk ResidentialOUR REPORT NO.:110991-17B
Coppell, Texas
TEST DATA:TECHNICIAN:D. Montenegro
OPTIMUMMAXIMUM LABIN PLACEIN PLACE
TESTSOIL ID
ELEV.
PERCENT
DATECOMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
23710/05/11FG-1.0312.0119.014.51191001-A
23810/05/11FG-8.0312.0119.010.8115971-A
23910/05/11FG-7.5312.0119.011.9116971-A
24010/05/11FG-7.0312.0119.012.6114961-A
24110/05/11FG-6.5312.0119.011.7115971-A
24210/05/11FG-6.0312.0119.013.5115961-A
24310/05/11FG-5.5312.0119.014.5114961-A
TEST LOCATION:Utilities
237Sanitary Sewer Manhole on Line A @ Station 3+52, West Side
238Sanitary Sewer Manhole on Line A @ Station 7+67, North Side
239Sanitary Sewer Manhole on Line A @ Station 7+67, North Side
240Sanitary Sewer Manhole on Line A @ Station 7+67, South Side
241Sanitary Sewer Manhole on Line A @ Station 7+67, South Side
242Sanitary Sewer Manhole on Line A @ Station 7+67, East Side
243Sanitary Sewer Manhole on Line A @ Station 7+67, East Side
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: 10/05/11
Coppell, Texas
PROJECT:OUR REPORT NO.:110991-17C
Red Hawk Residential
Coppell, Texas
TEST DATA:TECHNICIAN:D. Montenegro
MAXIMUM LABIN PLACEIN PLACE
OPTIMUM
TESTSOIL ID
ELEV.
PERCENT
DATE
COMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
24410/05/11FG-5.0312.0119.014.3117981-A
24510/05/11FG-4.5312.0119.014.0114961-A
24610/05/11FG-10.0312.0119.014.9115961-A
24710/05/11FG-9.5116.6106.718.7105991-A
24810/05/11FG-9.0116.6106.719.6106991-A
24910/05/11FG-8.5116.6106.713.9104971-A
25010/05/11FG-8.0116.6106.715.3104971-A
TEST LOCATION:Utilities
244Sanitary Sewer Manhole on Line A @ Station 7+67, West Side
245Sanitary Sewer Manhole on Line A @ Station 7+67, West Side
246Sanitary Sewer Line A @ Station 9+00
247Sanitary Sewer Line A @ Station 9+02
248Sanitary Sewer Line A @ Station 9+03
249Sanitary Sewer Line A @ Station 9+04
250Sanitary Sewer Line A @ Station 9+05
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: 10/05/11
Coppell, Texas
PROJECT:Red Hawk ResidentialOUR REPORT NO.:110991-17D
Coppell, Texas
TEST DATA:TECHNICIAN:D. Montenegro
OPTIMUMMAXIMUM LABIN PLACEIN PLACE
TESTSOIL ID
ELEV.
PERCENT
DATECOMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
25110/05/11FG-7.5116.6106.718.4105991-A
25210/05/11FG-7.0116.6106.718.2106991-A
25310/05/11FG-6.5116.6106.717.3103971-A
25410/05/11FG-6.0116.6106.718.1103961-A
TEST LOCATION:Utilities
251Sanitary Sewer Line A @ Station 9+06
252Sanitary Sewer Line A @ Station 9+07
253Sanitary Sewer Line A @ Station 9+09
254Sanitary Sewer Line A @ Station 9+11
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.