Founders Crossing- LR150429TESTED FOR:DATE: 04/29/15
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
19 04/29/15 FG-7.5 1 17.2 108.0 22.8 101 94 1-A
20 04/29/15 FG-7.5 1 17.2 108.0 22.3 102 94 1-A
21 04/29/15 FG-7.0 1 17.2 108.0 23.4 101 93 1-A
22 04/29/15 FG-7.0 1 17.2 108.0 23.1 101 93 1-A
23 04/29/15 FG-6.5 1 17.2 108.0 22.7 101 94 1-A
24 04/29/15 FG-6.5 1 17.2 108.0 22.5 101 94 1-A
25 04/29/15 FG-6.0 1 17.2 108.0 22.3 102 94 1-A
TEST LOCATION:
19
20
21
22
23
24
25
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
Daniel Jauregui
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.
PERCENT
COMPACTION
Coppell, Texas
TECHNICIAN:
10' N and 35' E from SW Corner of Building 1
30' N and 20' E from SW Corner of Building 1
65' N and 15' E from SW Corner of Building 1
75' N and 10' E from SW Corner of Building 1
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Founders' Crossing, LLC
150902-10Founders' Crossings Phase 1 - Lot 1, Block A
Coppell, Texas
SOIL ID
NUMBER
COMPACTION TESTS
40' N and 35' E from SW Corner of Building 1
TEST
NO.
70' N and 10' E from SW Corner of Building 1
M. Howlader
25' N and 30' E from SW Corner of Building 1
IN PLACE
DRY DENSITY
PCF
DATE
TESTED FOR:DATE: 04/29/15
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
26 04/29/15 FG-6.0 1 17.2 108.0 22.5 101 94 1-A
TEST LOCATION:
26
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
Daniel Jauregui
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.
TECHNICIAN: M. Howlader
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Founders' Crossing, LLC
Coppell, Texas
Founders' Crossings Phase 1 - Lot 1, Block A 150902-10A
Coppell, Texas
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
50' N and 20' E from SW Corner of Building 1