Westhaven Phase 2B-LR170104TESTED FOR:DATE: 01/04/17
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
112 01/04/17 FG-2.0 130758/1 21.6 102.7 21.8 99 96 1-A
113 01/04/17 FG-1.0 130758/1 21.6 102.7 23.0 99 97 1-A
114 01/04/17 FG-2.0 130758/1 21.6 102.7 22.5 101 98 1-A
115 01/04/17 FG-1.0 130758/1 21.6 102.7 23.1 98 96 1-A
116 01/04/17 FG-2.0 130758/1 21.6 102.7 23.6 100 97 1-A
117 01/04/17 FG-1.0 130758/1 21.6 102.7 22.2 101 98 1-A
118 01/04/17 FG-2.0 130758/1 21.6 102.7 21.9 102 99 1-A
TEST LOCATION:
112
113
114
115
116
117
118
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.
Water Service to Block F, Lot 13
Storm Sewer Line S at Station 2+00
Water Service to Block F, Lot 9
Water Service to Block F, Lot 11
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
162997-10
DATE
Westhaven Phase 2B - Utilities
Coppell, Texas
TECHNICIAN:
SOIL ID
NUMBER
COMPACTION TESTS
Water Service to Block F, Lot 11
TEST
NO.
Storm Sewer Line S at Station 2+00
J. Bura
Water Service to Block F, Lot 9
IN PLACE
DRY DENSITY
PCF
TESTED FOR:DATE: 01/04/17
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
119 01/04/17 FG-1.0 130758/1 21.6 102.7 21.6 101 98 1-A
TEST LOCATION:
119
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 162997-10A
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*
Water Service to Block F, Lot 13