Irby Addition- LR150708TESTED FOR:DATE: 07/08/15
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
33 07/08/15 SG 1 12.2 116.8 12.6 112 96 2-A
34 07/08/15 FG-4.0 4 26.3 94.7 25.4 97 103 1-A
35 07/08/15 FG-3.5 4 26.3 94.7 25.8 95 101 1-A
36 07/08/15 FG-3.0 4 26.3 94.7 25.7 95 100 1-A
37 07/08/15 FG-2.5 4 26.3 94.7 26.1 94 99 1-A
38 07/08/15 FG-2.0 4 26.3 94.7 26.3 93 98 1-A
39 07/08/15 FG-1.5 4 26.3 94.7 26.0 94 99 1-A
TEST LOCATION:
33
34
35
36
37
38
39
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:
30' W and 8' N from SE Corner of Lot 1
20' W and 5' N from SE Corner of Lot 1
25' W and 10' N from SE Corner of Lot 1
20' W and 6' N from SE Corner of Lot 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
Northville Development, LLC
151171-10Irby Addition Phase II (Nine Oaks)
Coppell, Texas
SOIL ID
NUMBER
COMPACTION TESTS
15' W and 10' N from SE Corner of Lot 1
TEST
NO.
20' W and 10' N from SE Corner of Lot 1
M. Howlader
20' W and 8' N from SE Corner of Lot 1
IN PLACE
DRY DENSITY
PCF
DATE
TESTED FOR:DATE: 07/08/15
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
40 07/08/15 FG-1.0 4 26.3 94.7 25.8 94 99 1-A
41 07/08/15 FG-0.5 4 26.3 94.7 25.7 93 99 1-A
42 07/08/15 FG 4 26.3 94.7 25.4 94 99 1-A
TEST LOCATION:
40
41
42
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.
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
Northville Development, LLC
Coppell, Texas
Irby Addition Phase II (Nine Oaks)151171-10A
Coppell, Texas
20' W and 10' N from SE Corner of Lot 1
25' W and 5' N from SE Corner of Lot 1
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
20' W and 5' N from SE Corner of Lot 1