Westhaven Phase 2B-LR170112 (3)TESTED FOR:DATE: 01/12/17
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
128 01/12/17 FG-2.0 130758/1 21.6 102.7 21.9 98 95 1-A
129 01/12/17 FG-1.0 130758/1 21.6 102.7 22.7 98 96 1-A
130 01/12/17 FG-2.0 130758/1 21.6 102.7 23.0 99 96 1-A
131 01/12/17 FG-1.0 130758/1 21.6 102.7 22.6 98 95 1-A
132 01/12/17 FG-2.0 130758/1 21.6 102.7 22.1 99 97 1-A
133 01/12/17 FG-1.0 130758/1 21.6 102.7 23.5 98 96 1-A
134 01/12/17 FG-2.0 130758/1 21.6 102.7 21.7 98 96 1-A
TEST LOCATION:
128
129
130
131
132
133
134
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.
SOIL ID
NUMBER
COMPACTION TESTS
Water Line Service to Block D, Lot 3
TEST
NO.
Water Line Service to Block E, Lot 12
J. Bura
Water Line Service to Block E, Lot 14
IN PLACE
DRY DENSITY
PCF
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
162997-16
DATE
Westhaven Phase 2B - Utilities
Coppell, Texas
TECHNICIAN:
Water Line Service to Block D, Lot 5
Water Line Service to Block E, Lot 12
Water Line Service to Block E, Lot 14
Water Line Service to Block D, Lot 3
Dallas, Texas
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
PERCENT
COMPACTION
TESTED FOR:DATE: 01/12/17
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
135 01/12/17 FG-1.0 130758/1 21.6 102.7 23.7 100 98 1-A
136 01/12/17 FG-2.0 130758/1 21.6 102.7 22.5 99 96 1-A
137 01/12/17 FG-1.0 130758/1 21.6 102.7 23.2 99 96 1-A
TEST LOCATION:
135
136
137
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.
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Water Line Service to Block D, Lot 5
Storm Sewer Line Q at Station 3+00
Storm Sewer Line Q at Station 3+00
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 2B - Utilities 162997-16A
Coppell, Texas
TECHNICIAN: J. Bura
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