Red Hawk-LR120315REPORT 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: 03/15/12
Coppell, Texas
PROJECT:Red Hawk ResidentialOUR REPORT NO.:110991-94
Coppell, Texas
TEST DATA:TECHNICIAN:Jamshid Ranjbaran
OPTIMUMMAXIMUM LABIN PLACEIN PLACE
TESTSOIL ID
ELEV.
PERCENT
DATECOMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
83403/15/12SG618.1105.923.4101952-A
83503/15/12FG-2.5618.1105.925.199931-A
83603/15/12FG-2.0618.1105.924.3101961-A
83703/15/12FG-1.5618.1105.923.5100951-A
83803/15/12FG-1.0618.1105.924.199931-A
83903/15/12FG-0.5618.1105.924.599941-A
84003/15/12FG618.1105.924.2102961-A
TEST LOCATION:Building Pad
83420' N and 30' W from the SE Corner of Block A, Pad 13
83515' N and 60' W from the SE Corner of Block A, Pad 13
83630' N and 15' W from the SE Corner of Block A, Pad 13
83725' N and 20' W from the SE Corner of Block A, Pad 13
83820' N and 50' W from the SW Corner of Block A, Pad 13
83915' N and 40' W from the SW Corner of Block A, Pad 13
84025' N and 30' W from the SW Corner of Block A, Pad 13
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: 03/15/12
Coppell, Texas
PROJECT:OUR REPORT NO.:110991-94A
Red Hawk Residential
Coppell, Texas
TEST DATA:TECHNICIAN:Jamshid Ranjbaran
OPTIMUMMAXIMUM LABIN PLACEIN PLACE
TESTSOIL ID
ELEV.
PERCENT
DATE
COMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
84103/15/12SG618.1105.923.7100952-A
84203/15/12FG-2.5618.1105.924.599941-A
84303/15/12FG-2.0618.1105.924.8100941-A
84403/15/12FG-1.5618.1105.923.3102971-A
84503/15/12FG-1.0618.1105.924.4102961-A
84603/15/12FG-0.5618.1105.923.899941-A
84703/15/12FG618.1105.924.2102961-A
TEST LOCATION:Building Pad
84130' N and 30' W from the SE Corner of Block A, Pad 12
84220' N and 20' W from the SE Corner of Block A, Pad 12
84315' N and 50' W from the SE Corner of Block A, Pad 12
84425' N and 40' W from the SE Corner of Block A, Pad 12
84520' N and 60' W from the SE Corner of Block A, Pad 12
84630' N and 30' W from the SE Corner of Block A, Pad 12
84715' N and 40' W from the SE Corner of Block A, 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: 03/15/12
Coppell, Texas
PROJECT:Red Hawk ResidentialOUR REPORT NO.:110991-94B
Coppell, Texas
TEST DATA:TECHNICIAN:Jamshid Ranjbaran
OPTIMUMMAXIMUM LABIN PLACEIN PLACE
TESTSOIL ID
ELEV.
PERCENT
DATECOMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
84803/15/12SG618.1105.921.3103982-A
84903/15/12SG618.1105.923.1102972-A
85003/15/12SG618.1105.921.1101962-A
85103/15/12SG618.1105.920.5104982-A
TEST LOCATION:Building Pad
84820' N and 20' W from the SE Corner of Block A, Pad 19
84960' N and 15' W from the SE Corner of Block A, Pad 20
85040' N and 30' W from the SE Corner of Block A, Pad 21
85170' N and 25' W from the SE Corner of Block A, Pad 22
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.
DAILY FIELD
REPORT
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
II
Geotechnical Construction Materials Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR:Creststone GroupDATE:03/15/12
Coppell, Texas
PROJECT:Red Hawk ResidentialOUR REPORT NO.:110991-95
Coppell, Texas
TECHNICIAN: Jamshid Ranjbaran
WEATHER:SunnyTEMPERATURE RANGE :60° to 67°
The Alpha technician traveled to the above referenced site to monitor on-going work and perform field testing as requested.
While on site the technicain verified plastic sheeting placed 12 inch below the top of a 3 foot moisture conditioned soil at Block
A, Pad 12 & 13 per the recommendation in the project geotechnical report.
Hermilo was informed of all observations and field test results.
Respectfully Submitted,
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.