Red Hawk-LR111007REPORT 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: 10/07/11
Coppell, Texas
PROJECT:Red Hawk ResidentialOUR REPORT NO.:110991-18
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
25510/07/11FG-4.0116.6106.718.3105991-A
25610/07/11FG-3.5116.6106.719.0106991-A
25710/07/11FG-3.0116.6106.717.61071001-A
25810/07/11FG-2.5116.6106.718.4103971-A
25910/07/11FG-2.0116.6106.718.9104981-A
26010/07/11FG-1.5116.6106.718.1106991-A
26110/07/11FG-1.0116.6106.718.4105981-A
TEST LOCATION:Utilities
255Sanitary Sewer Manhole on Line A at Station 7+67
256Sanitary Sewer Manhole on Line A at Station 7+67
257Sanitary Sewer Manhole on Line A at Station 7+67
258Sanitary Sewer Manhole on Line A at Station 7+67
259Sanitary Sewer Manhole on Line A at Station 7+67
260Sanitary Sewer Manhole on Line A at Station 7+67
261Sanitary Sewer Manhole on Line A at Station 7+67
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: 10/07/11
Coppell, Texas
PROJECT:OUR REPORT NO.:110991-18A
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
26210/07/11FG-1.5116.6106.718.9105991-A
26310/07/11FG-1.0116.6106.718.1104981-A
26410/07/11FG-5.5116.6106.717.91061001-A
26510/07/11FG-5.0116.6106.718.61061001-A
26610/07/11FG-4.5116.6106.719.0106991-A
26710/07/11FG-4.0116.6106.718.9104971-A
26810/07/11FG-3.5116.6106.719.1104971-A
TEST LOCATION:Utilities
262Sanitary Sewer Manhole on Line A at Station 7+67
263Sanitary Sewer Manhole on Line A at Station 7+67
264Sanitary Sewer Line A at Station 9+00
265Sanitary Sewer Line A at Station 9+01
266Sanitary Sewer Line A at Station 9+02
267Sanitary Sewer Line A at Station 9+03
268Sanitary Sewer Line A at Station 9+04
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: 10/07/11
Coppell, Texas
PROJECT:Red Hawk ResidentialOUR REPORT NO.:110991-18B
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
26910/07/11FG-3.0116.6106.719.3104971-A
27010/07/11FG-2.5116.6106.719.0103971-A
27110/07/11FG-2.0116.6106.716.8104971-A
27210/07/11FG-1.5116.6106.715.0106991-A
27310/07/11FG-1.0116.6106.716.1104981-A
27410/07/11FG-9.0116.6106.715.3103961-A
27510/07/11FG-8.5116.6106.716.8103971-A
TEST LOCATION:Utilities
269Sanitary Sewer Line A at Station 9+05
270Sanitary Sewer Line A at Station 9+07
271Sanitary Sewer Line A at Station 9+08
272Sanitary Sewer Line A at Station 9+09
273Sanitary Sewer Line A at Station 9+11
274Sanitary Sewer Line A at Station 12+00
275Sanitary Sewer Line A at Station 12+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: 10/07/11
Coppell, Texas
PROJECT:OUR REPORT NO.:110991-18C
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
27610/07/11FG-8.0116.6106.714.3103971-A
27710/07/11FG-7.5116.6106.715.0104971-A
27810/07/11FG-7.0116.6106.718.9102961-A
27910/07/11FG-6.5116.6106.717.2103961-A
28010/07/11FG-6.0116.6106.717.5105981-A
28110/07/11FG-5.5116.6106.714.3103971-A
28210/07/11FG-5.0116.6106.715.8103971-A
TEST LOCATION:Utilities
276Sanitary Sewer Line A at Station 12+02
277Sanitary Sewer Line A at Station 12+03
278Sanitary Sewer Line A at Station 12+04
279Sanitary Sewer Line A at Station 12+06
280Sanitary Sewer Line A at Station 12+07
281Sanitary Sewer Line A at Station 12+08
282Sanitary Sewer Line A at Station 12+09
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 4VESTEWO 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: 11/07/11
Coppell, Texas
PROJECT: Red Hawk Residential OUR REPORT NO.: 110991 -25
Coppell, Texas
TEST DATA: TECHNICIAN: Daniel Montenegro
TEST DATE ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
TEST
NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT'
PCF % PCP COMPACTION
437 11/07/11 FG -3.5 1 16.6 106.7 19.0 105 98 1 -A
438 11/07/11 FG -3.0 1 16.6 106.7 16.2 106 100 1 -A
439 11/07/11 FG -2.5 1 16.6 106.7 16.8 103 7 1 -A
440 11/07/11 FG -2.0 1 16.6 106.7 18.3 105 98 1 -A
441 11/07/11 FG -1.5 1 16.6 106.7 17.1 105 9 1 -A
442 11/07/11 FG -1.0 1 16.6 106.7 15.0 106 00 1 -A
443 _ 11/07/11 FG-4.0 1 _ 16.6 106.7 15.8 104 7 1 -A
TEST LOCATION: Utilities
437 Sanitary Sewer Line A at Station 1 +80
438 Sanitary Sewer Line A at Station 1 +81
439 Sanitary Sewer Line A at Station 1 +82
440 Sanitary Sewer Line A at Station 1 +84
ork ,
441 Sanitary Sewer Line A at Station 1 +86 ,"
,#i
,, ' i t /
442 Sanitary Sewer Line A at Station 1 +87
443 Storm Line G at Station 0 +50
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 l
if
ti2d t ! � -4j' Z
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 shell 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.
kLPitk 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: 11/07/11
Coppell, Texas
PROJECT: / Red Hawk Residential
OUR REPORT NO.: 110991 -25A
oppell, Texas
TEST DATA: TECHNICIAN: Daniel Montenegro
TEST ' IL ID ELEV. SO OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
ES DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY PERCENT
DATE COMMENT*
PCF % PCF COMPACTION
444 11/07/11 FG -3.5 1 16.6 106.7 18.0 103 r°"" 97 1 -A
445 11/07/11 FG -3.0 1 16.6 106.7 16.3 104 - 97 1 -A
446 11/07/11 FG -2.5 1 16.6 106.7 16.9 102 / 96 1 -A
447 11/07/11 FG -2.0 1 16.6 106.7 16.0 106 99 1 -A
448 11/07/11 FG -1.5 1 16.6 106.7 16.8 105 •`" 99 1 -A
449 11/07/11 FG -1.0 1 16.6 106.7 17.4 105 ( 98 1 -A
450 11/07/11 FG -1.0 1 _ 16.6 106.7 _ 17.2 106 99 1 -A
TEST LOCATION: Utilities
444 Storm Line G at Station 0 +52
445 Storm Line G at Station 0 +54
446 Storm Line G at Station 0 +55
447 Storm Line G at Station 0 +57
448 Storm Line G at Station 0 +59 '
f /.
449 Storm Line G at Station 0+61 ,,4.}#,''
450 Storm Line G at Station 3 +50
1. FILL • A. IN PLACE PERCENT MOISTURE AND PER CACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COM LY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NO1<COMPLY WITH SPECIFICATION
4. CEMENT TREATED D. RETEST Respectfully Submitted,
e
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 lest 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.
eff
'�, T E S 17 [ it G REPORT F 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: 11/07/11
Coppell, Texas
PROJECT: Red Hawk Residential OUR REPORT NO.: 110991 -25B
Coppell, Texas
TEST DATA: TECHNICIAN: Daniel Montenegro
TEST DATE ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
NO. DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY PERCENT COMMENT*
°� PCF % PCF COMPA
I
451 11/07/11 FG -1.5 1 16.6 106.7 16.9 105 ' / 99 1 -A
452 11/07/11 FG -1.0 1 16.6 106.7 17.6 104/
(9/
1 -A
TEST LOCATION: Utilities
451 Storm Line G at Station 6 +00
452 Storm Line G at Station 6 +02
I
1. FILL • A. IN PLACE PERCENT MOISTURE AND PERCENT COMPAC 's CbMPL,Y WITH SPECIFICATION
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPE.' CATIO 4.
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH S • ` ICAT ONS
4. CEMENT TREATED D. RETEST ( Respectfully Submitted,
11 ,,... .
//(21 Z Yonas Tanga
t 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.