Creekview P2 L1R BA-LR021113ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR
TRI-STAR CONSTRUCTION
LEWISVILLE., TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 11/13/02
PROJECT
SALON ON THE CREEK
COPPELL, TEXAS
OUR REPORT NO.: 02741-14
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSIT~ MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
14 11/13/02 SG 1 18.5 104.5 22.6 101 96 2-A
15 11/13/02 SG 1 18.5 104.5 20.5 103 98 2-A
16 11/13/02 SG 1 18.5 104.5 20.6 103 98 2-A
TEST LOCATION:
14 PAVEMENT, 20' S AND 40' W FROM SE CORNER OF BUILDING
15 PAVEMENT, 40' S AND 40' E FROM SW CORNER OF BUILDING
16 PAVEMENT, 40' S AND 60' E FROM SW CORNER OF BUILDING
CC: CITY OF COPPELL
1, FILL ' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B, PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Re~'cffu~ly Subn3j~.d~
3. L,ME STAS,L,ZED C. PERCENT ,N PLACE MO,STURE DOES NOT COMPLY W,TR SPEO,F,O^T,ONS
~r~e~y~Es~ ~eEATj,~e ,or the .xcjbDslv~L[~j. Clisn, (anc[ their designated recipients on file in our office] and shall nolbe reproduced and/or ¢iltdbuted ~ ~p~~iJ,LPHA. The use
of our name & test results must receive our written approval. Test results & reports apply only Io Ihe samples tested and/or observed, and are not indicative of the qualiaes of apparently identical ~- similar specimens.
Geotechnica/ Engineering ~ Construction Materials Testing ~ Environmenta/ Engineering ~ Consu/fing