Westhaven Phase 2B-LR170123 (2)TESTED FOR:DATE: 01/23/17
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
145 01/23/17 FG-2.0 130758/1 21.6 102.7 22.7 99 96 1-A
146 01/23/17 FG-1.0 130758/1 21.6 102.7 23.0 100 97 1-A
147 01/23/17 FG-10.0 130758/1 21.6 102.7 22.9 102 99 1-A
148 01/23/17 FG-9.0 130758/1 21.6 102.7 23.3 98 95 1-A
149 01/23/17 FG-8.0 130758/1 21.6 102.7 21.9 99 96 1-A
150 01/23/17 FG-7.0 130758/1 21.6 102.7 23.2 98 96 1-A
151 01/23/17 FG-6.0 130758/1 21.6 102.7 21.6 100 97 1-A
TEST LOCATION:
145
146
147
148
149
150
151
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
Manhole on Storm Sewer Line Q at Station 2+12
TEST
NO.
Storm Sewer Line Q at Station 6+00
J. Bura
Manhole on Storm Sewer Line Q at Station 2+12
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
162997-20
DATE
Westhaven Phase 2B - Utilities
Coppell, Texas
TECHNICIAN:
Manhole on Storm Sewer Line Q at Station 2+12
Storm Sewer Line Q at Station 6+00
Manhole on Storm Sewer Line Q at Station 2+12
Manhole on Storm Sewer Line Q at Station 2+12
Dallas, Texas
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
PERCENT
COMPACTION
TESTED FOR:DATE: 01/23/17
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
152 01/23/17 FG-5.0 130758/1 21.6 102.7 23.7 100 97 1-A
153 01/23/17 FG-4.0 130758/1 21.6 102.7 24.0 101 98 1-A
154 01/23/17 FG-3.0 130758/1 21.6 102.7 22.9 101 99 1-A
155 01/23/17 FG-2.0 130758/1 21.6 102.7 23.4 99 96 1-A
156 01/23/17 FG-1.0 130758/1 21.6 102.7 22.2 99 97 1-A
TEST LOCATION:
152
153
154
155
156
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.
Manhole on Storm Sewer Line Q at Station 2+12
Manhole on Storm Sewer Line Q at Station 2+12
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Manhole on Storm Sewer Line Q at Station 2+12
Manhole on Storm Sewer Line Q at Station 2+12
Manhole on Storm Sewer Line Q at Station 2+12
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 2B - Utilities 162997-20A
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