Westhaven 2-LR130430TESTED FOR:DATE: 04/30/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1944 04/30/13 FG-12.0 5 14.4 111.9 17.3 111 99 1-AD
1945 04/30/13 FG-11.0 5 14.4 111.9 16.2 109 97 1-AD
1946 04/30/13 FG-10.0 5 14.4 111.9 15.3 112 100 1-AD
1947 04/30/13 FG-9.0 5 14.4 111.9 17.5 109 98 1-AD
1948 04/30/13 FG-12.0 5 14.4 111.9 17.3 111 99 1-AD
1949 04/30/13 FG-11.0 5 14.4 111.9 17.0 109 97 1-AD
1950 04/30/13 FG-10.0 5 14.4 111.9 17.2 110 98 1-AD
TEST LOCATION:
1944
1945
1946
1947
1948
1949
1950
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.
D. Hinton
130127-90
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
Retest of Test #1940 dated 4/29/13
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Retest of Test #1937 dated 4/29/13
Retest of Test #1942 dated 4/29/13
Retest of Test #1943 dated 4/29/13
Retest of Test #1938 dated 4/29/13
Retest of Test #1939 dated 4/29/13
Retest of Test #1941 dated 4/29/13
COMPACTION TESTS
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Standard Pacific Homes - Irving
Irving, Texas
TESTED FOR:DATE: 04/30/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1951 04/30/13 FG-8.0 5 14.4 111.9 17.7 109 97 1-A
1952 04/30/13 FG-7.0 5 14.4 111.9 16.8 108 97 1-A
1953 04/30/13 FG-6.0 5 14.4 111.9 18.0 110 98 1-A
1954 04/30/13 FG-5.0 5 14.4 111.9 18.4 108 97 1-A
1955 04/30/13 FG-9.0 5 14.4 111.9 16.5 110 98 1-A
1956 04/30/13 FG-8.0 5 14.4 111.9 16.7 108 96 1-A
1957 04/30/13 FG-7.0 5 14.4 111.9 16.3 110 98 1-A
TEST LOCATION:
1951
1952
1953
1954
1955
1956
1957
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.
COMPACTION TESTS
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Standard Pacific Homes - Irving
Irving, Texas
Sanitary Sewer Line A at Station 8+52
Sanitary Sewer Line A at Station 8+55
Sanitary Sewer Line A at Station 6+08
Sanitary Sewer Line A at Station 6+05
Sanitary Sewer Line A at Station 8+50
DATETEST
NO.
Sanitary Sewer Line A at Station 6+00
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Sanitary Sewer Line A at Station 6+10
D. Hinton
130127-90A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN: