Westhaven Phase 2B-LR170109 (2)TESTED FOR:DATE: 01/09/17
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
120 01/09/17 FG-2.0 130758/1 21.6 102.7 21.9 99 96 1-A
121 01/09/17 FG-1.0 130758/1 21.6 102.7 22.6 99 97 1-A
122 01/09/17 FG-2.0 130758/1 21.6 102.7 23.5 98 96 1-A
123 01/09/17 FG-1.0 130758/1 21.6 102.7 21.8 100 97 1-A
124 01/09/17 FG-2.0 130758/1 21.6 102.7 22.2 101 98 1-A
125 01/09/17 FG-1.0 130758/1 21.6 102.7 23.0 100 97 1-A
126 01/09/17 FG-2.0 130758/1 21.6 102.7 22.7 98 96 1-A
TEST LOCATION:
120
121
122
123
124
125
126
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 E, Lot 10
Water Service to Block F, Lot 13
Water Service to Block F, Lot 15
Water Service to Block E, Lot 8
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
162997-13
DATE
Westhaven Phase 2B - Utilities
Coppell, Texas
TECHNICIAN:
SOIL ID
NUMBER
COMPACTION TESTS
Water Service to Block E, Lot 8
TEST
NO.
Water Service to Block F, Lot 13
J. Bura
Water Service to Block F, Lot 15
IN PLACE
DRY DENSITY
PCF
TESTED FOR:DATE: 01/09/17
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
127 01/09/17 FG-1.0 130758/1 21.6 102.7 23.7 100 97 1-A
TEST LOCATION:
127
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 162997-13A
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 E, Lot 10