Westhaven Phase 2B-LR161227TESTED FOR:DATE: 12/27/16
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
104 12/27/16 FG-2.0 130758/1 21.6 102.7 23.3 98 95 1-A
105 12/27/16 FG-1.0 130758/1 21.6 102.7 23.2 99 96 1-A
106 12/27/16 FG-2.0 130758/1 21.6 102.7 23.6 98 95 1-A
107 12/27/16 FG-1.0 130758/1 21.6 102.7 21.8 98 95 1-A
108 12/27/16 FG-1.0 130758/1 21.6 102.7 22.9 98 96 1-A
109 12/27/16 FG-1.0 130758/1 21.6 102.7 22.4 98 96 1-A
110 12/27/16 FG-1.0 130758/1 21.6 102.7 23.5 98 95 1-A
TEST LOCATION:
104
105
106
107
108
109
110
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
Attef Abushakra, P.E.
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.
Storm Sewer Lateral Line R-2 at Station 1+08
Storm Sewer Line R at Station 2+00
Storm Sewer Line R at Station 5+00
Storm Sewer Line R at Station 6+50
Dallas, Texas
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
PERCENT
COMPACTION
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Cullum Construction
162997-8
DATE
Westhaven Phase 2B - Utilities
Coppell, Texas
TECHNICIAN:
SOIL ID
NUMBER
COMPACTION TESTS
Storm Sewer Lateral Line R-1 at Station 1+10
TEST
NO.
Storm Sewer Line R at Station 2+00
J. Bura
Storm Sewer Line R at Station 5+00
IN PLACE
DRY DENSITY
PCF
TESTED FOR:DATE: 12/27/16
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
111 12/27/16 FG-1.0 130758/1 21.6 102.7 21.8 100 98 1-A
TEST LOCATION:
111
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
Attef Abushakra, P.E.
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
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Cullum Construction
Dallas, Texas
Westhaven Phase 2B - Utilities 162997-8A
Coppell, Texas
TECHNICIAN: J. Bura
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Storm Sewer Lateral Line R-3 at Station 1+10