Irby Addition- LR150625 (2)TESTED FOR:DATE: 06/25/15
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
11 06/25/15 #DIV/0!
12 06/25/15 #DIV/0!
13 06/25/15 #DIV/0!
14 06/25/15 #DIV/0!
15 06/25/15 #DIV/0!
16 06/25/15 #DIV/0!
17 06/25/15 #DIV/0!
TEST LOCATION:
11
12
13
14
15
16
17
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
Todd Smith
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:
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
Northville Development, LLC
151171-5Irby Addition Phase II (Nine Oaks)
Coppell, Texas
SOIL ID
NUMBER
COMPACTION TESTS
TEST
NO.
M. Howlader
IN PLACE
DRY DENSITY
PCF
DATE
TESTED FOR:DATE: 06/25/15
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
11 06/25/15 SG 1 12.2 116.8 17.7 99 85 2-B
12 06/25/15 SG 1 12.2 116.8 14.0 108 92 2-B
TEST LOCATION:
11
12
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
Todd Smith
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.
TEST
NO.
10' N and 30' W from SE Corner of Lot 8
M. Howlader
IN PLACE
DRY DENSITY
PCF
DATE
Irby Addition Phase II (Nine Oaks)
Coppell, Texas
SOIL ID
NUMBER
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Northville Development, LLC
151171-5
COMPACTION TESTS
Coppell, Texas
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
PERCENT
COMPACTION
TECHNICIAN:
10' N and 25' W from SE Corner of Lot 7