Old Town Phase 4-LR170315ALPHA / REPORT OF FIELD
2209 Wisconsin Street, Suite 100 COMPACTION TESTS
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Main Street Coppell, Ltd. DATE: 03/15/17
Irving, Texas
PROJECT: Main Street Coppell Phase 4 Townhomes OUR REPORT NO.: 170471-4
Coppell, Texas
TEST DATA: TECHNICIAN: J. Bura
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT`
18
03/15/17
EG -1.0
1
20.6
102.6
20.1
107
104
1-A
19
03/15/17
EG
1
20.6
102.6
19.6
105
102
1-A
20
03/15/17
EG -1.0
1
20.6
102.6
19.5
104
101
1-A
21
03/15/17
EG
1
20.6
102.6
19.1
105
103
1-A
22
03/15/17
EG -1.0
1
20.6
102.6
9.2
107
104
1-A
23
03/15/17
EG
1
20.6
102.6
10.8
105
103
1-A
24
03/15/17
EG -2.0
2
24.9
97.2
20.7
96
99
1-A
TEST LOCATION:
18
Test Pit #4
19
Test Pit #4
20
Test Pit #2
21
Test Pit #2
22
Test Pit #3
23
Test Pit #3
24
Test Pit #4
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.
ALPHA #N%TESTING
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Main Street Coppell, Ltd.
Irving, Texas
PROJECT: Main Street Coppell Phase 4 Townhomes
Coppell, Texas
TEST DATA:
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/15/17
OUR REPORT NO.: 170471-4A
TECHNICIAN: J. Bura
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT"
25
03/15/17
EG -1.0
2
24.9
97.2
23.0
93
96
1-A
26
03/15/17
EG
2
24.9
97.2
20.2
100
103
1-A
27
03/15/17
EG -2.0
1
20.6
102.6
9.0
107
104
1-A
28
03/15/17
EG -1.0
1
20.6
102.6
15.4
105
102
1-A
29
03/15/17
EG
1
20.6
102.6
17.7
106
104
1-A
30
03/15/17
FG
1
20.6
102.6
20.9
101
99
1-A
TEST LOCATION:
25
Test Pit #4
26
Test Pit #4
27
Test Pit #5
28
Test Pit #5
29
Test Pit #5
30
18" Storm Sewer Connection to existing Cul -de -Sac
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 lest 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 distribuled 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.