Villas at LV 2-LR130218
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:JBGL BF Development LLCDATE: 02/18/13
Dallas, Texas
PROJECT:OUR REPORT NO.:121732-36
Villas at Lake Vista Phase 2 - Utilities & Paving
Coppell, Texas
TEST DATA:TECHNICIAN:T. Alverez
MAXIMUM LABIN PLACEIN PLACE
OPTIMUM
TESTSOIL ID
ELEV.
PERCENT
DATE
COMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
10602/18/13FG-454.3121532/321.298.324.194951-A
10702/18/13FG-455121532/321.298.323.295971-A
10802/18/13FG-454.24121532/321.298.322.994961-A
10902/18/13FG-454.90121532/321.298.322.894961-A
11002/18/13FG-453.94121532/321.298.321.496981-A
11102/18/13FG-454.6121532/321.298.321.696971-A
11202/18/13FG-453.74121532/321.298.320.196981-A
TEST LOCATION: Block A, Lots 36 through 40 - Levee Repair
106Block A, Lot 40
107Block A, Lot 40
108Block A, Lot 39
109Block A, Lot 39
110Block A, Lot 38
111Block A, Lot 38
112Block A, Lot 37
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
Bulent Ethem, P.G.
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:JBGL BF Development LLCDATE: 02/18/13
Dallas, Texas
PROJECT:Villas at Lake Vista Phase 2 - Utilities & PavingOUR REPORT NO.:121732-36A
Coppell, Texas
TEST DATA:TECHNICIAN:T. Alverez
OPTIMUMMAXIMUM LABIN PLACEIN PLACE
TESTSOIL ID
ELEV.
PERCENT
DATECOMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
11302/18/13FG-454.40121532/321.298.323.11001021-A
11402/18/13FG-453.44121532/321.298.322.695971-A
11502/18/13FG-454.10121532/321.298.320.497981-A
11602/18/13FG-454.76121532/321.298.324.194961-A
11702/18/13FG-455.56121532/321.298.322.297991-A
11802/18/13FG-455.26121532/321.298.324.596971-A
11902/18/13FG-455.56121532/321.298.321.595971-A
TEST LOCATION: Block A, Lots 36 through 40 - Levee Repair
113Block A, Lot 37
114Block A, Lot 36
115Block A, Lot 36
116Block A, Lot 36
117Block A, Lot 37
118Block A, Lot 38
119Block A, Lot 39
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
Bulent Ethem, P.G.
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:JBGL BF Development LLCDATE: 02/18/13
Dallas, Texas
PROJECT:OUR REPORT NO.:121732-36B
Villas at Lake Vista Phase 2 - Utilities & Paving
Coppell, Texas
TEST DATA:TECHNICIAN:T. Alverez
MAXIMUM LABIN PLACEIN PLACE
OPTIMUM
TESTSOIL ID
ELEV.
PERCENT
DATE
COMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
12002/18/13FG-455.66121532/321.298.321.697991-A
12102/18/13FG-455.42121532/321.298.323.5991011-A
12202/18/13FG-455.72121532/321.298.322.298991-A
12302/18/13FG-455.92121532/321.298.323.597991-A
12402/18/13FG-456.16121532/321.298.324.6991011-A
12502/18/13FG-456.32121532/321.298.321.696971-A
TEST LOCATION: Block A, Lots 36 through 40 - Levee Repair
120Block A, Lot 40
121Block A, Lot 36
122Block A, Lot 37
123Block A, Lot 38
124Block A, Lot 39
125Block A, Lot 40
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
Bulent Ethem, P.G.
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.