Red Hawk-LR111014REPORT 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: 10/14/11
Coppell, Texas
PROJECT:Red Hawk ResidentialOUR REPORT NO.:110991-19
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
28310/14/11FG-4.5116.6106.719.0104971-A
28410/14/11FG-4.0116.6106.716.21071001-A
28510/14/11FG-3.5116.6106.716.7103971-A
28610/14/11FG-3.0116.6106.718.3106991-A
28710/14/11FG-2.5116.6106.717.0103961-A
28810/14/11FG-2.0116.6106.717.8105981-A
28910/14/11FG-1.0116.6106.717.5103971-A
TEST LOCATION:Utilities
283Sanitary Sewer Line A at Station 12+04
284Sanitary Sewer Line A at Station 12+06
285Sanitary Sewer Line A at Station 12+07
286Sanitary Sewer Line A at Station 12+09
287Sanitary Sewer Line A at Station 12+10
288Sanitary Sewer Line A at Station 12+13
289Sanitary Sewer Line A at Station 12+14
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: 10/14/11
Coppell, Texas
PROJECT:OUR REPORT NO.:110991-19A
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
29010/14/11FG-1.0116.6106.718.0106991-A
29110/14/11FG-6.0116.6106.715.31071001-A
29210/14/11FG-5.5116.6106.715.9103971-A
29310/14/11FG-5.0116.6106.718.2102961-A
29410/14/11FG-4.5116.6106.718.9102961-A
29510/14/11FG-4.0116.6106.719.3103961-A
29610/14/11FG-3.5116.6106.714.7105981-A
TEST LOCATION:Utilities
290Sanitary Sewer Line A at Station 12+16
291Manhole at Sanitary Sewer Line A, Station 11+88, N. side
292Manhole at Sanitary Sewer Line A, Station 11+88, N. side
293Manhole at Sanitary Sewer Line A, Station 11+88, E. side
294Manhole at Sanitary Sewer Line A, Station 11+88, E. side
295Manhole at Sanitary Sewer Line A, Station 11+88, E. side
296Manhole at Sanitary Sewer Line A, Station 11+88, W. 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: 10/14/11
Coppell, Texas
PROJECT:Red Hawk ResidentialOUR REPORT NO.:110991-19B
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
29710/14/11FG-3.0116.6106.715.0104971-A
29810/14/11FG-2.5116.6106.715.9106991-A
29910/14/11FG-2.0116.6106.717.8105981-A
30010/14/11FG-1.5116.6106.716.31071001-A
30110/14/11FG-1.0116.6106.716.4103971-A
30210/14/11FG-6.0116.6106.718.4103961-A
30310/14/11FG-5.5116.6106.717.9104981-A
TEST LOCATION:Utilities
297Manhole at Sanitary Sewer Line A, Station 11+88, W. side
298Manhole at Sanitary Sewer Line A, Station 11+88, W. side
299Manhole at Sanitary Sewer Line A, Station 11+88, S. side
300Manhole at Sanitary Sewer Line A, Station 11+88, S. side
301Manhole at Sanitary Sewer Line A, Station 11+88, S. side
302Manhole at Sanitary Sewer Line B, Station 3+00, N. side
303Manhole at Sanitary Sewer Line B, Station 3+00, N. 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.