Westbury Manor-LR 990308FUGRO SOUTH, INC.
2880 Vlrgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CUENT: Ry~and Homes
PROJECT: Westbury Manor, Coppell, Texas
Report Date: Mar~ 8, 1999
Project No.: 0781-2277
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (AST~ C-10~4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Site Concrete
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (AST~ C-,~):
WATER ADDED (gal):
SLUMP (in.) (ASTM C.143):
Manhole #6, station 1+92, Line S2, Manhole #6, station 17+60, Line
Sl, Manhole #6, station 16+38, Line Sl
CONCRETE CYUNDER COMPRESSIVE STRENGTH ~STS
TOTAL COMPRE~81VE REQUIRED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH ~II~ENGTH
NUUUR (dM) ~STED (pound~) (P~)
WMC 1 7 2-12-99 131000 4633 3500/28
WblC 2 28 3-5-99 161000 5695
WMC 3 28 3-5-99 158000 5588
WMC 4 Hold
Fracture mode is (A) unless other~se noted
SpeciflcaUon$: Making & ASTM C-31 T. ting ASTM C.143, Types. ~] [~ [~ r"]
curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Cylinders cast by Contractor.
assumed to be correct.
Note: Used 4200 PSI Mix.
All information except test data furnished by Contractor and
Technician: Skip Martin FUGRO SOUTH INC.
.... Reviewed By: ,, c'"~,./,
SMH/rm
Distribution: Ryland Homes - Mark Gaines
City of Coppell - Larry Davis/~
Goodwin & Marshall - David Gregory
Site Concrete - Melissa Uselding
FUGRO SOUTH, INC.
2880 ~ I.~n~: Oatl~. Tex~ 75229
Ph (972) 484-8301; F~x (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CUENT: Ryand Homes
PROJECT: Westbury Manor, Coppefl, Texas
Report Date: M~rc~ 8, 1999
Project No.: 0781-2277
SAMPLE DATE: Febmary 22, 1999
CONTRACTOR:
TICKET NO.:
AMBIEKI' TEMP. (°F):
¢C)NCRETE TEMP. (°F) (AS'DS ¢.10e4):
TIME BATCHED:
TIME ~MPLED:
WEATHER CONDITION:
LOCATION OF PLACEMEN'F:
Site Concrete
CONCRETE SUPPLIER:
PI. ANT/TRUCK:
MIX ID NUMBER:
AIR (%) (*STM C,-~):
WATER ADDED (gal):
SLUMP (in.) (ASI'M C-t43):
Castlebury Court, sanitary manholes, Une A, station 0+00 and station
5+00
~'~'~ ' CONC~ C~'NDER~ COMPRESS~STREN~TESTS
TOTAL COMPRESSIVE REQUIRED COMPREff,~/E
CYUNDER AGE DATE LOAD ~rRENGTH ~I'RENGTH
NUMBER {d~) TESTED (pounds) (poi) (psi)
WMC 9 ? 03/01/99 159000 5624 3600/28 da~s .....
WMC l0 28 03/22/99
WIdC 11 21} 03/22/99
WIdC 12 Hoid
;mc=re mo~ b (A)'un~ ~ no~
Curing:, , Idelhods: ASTM C-39 Fracture: A , B, , ¢ D
REMARKS: Cylinders cast by Contractor. All information except test data furnished by Contractor and assumed
to be correct.
Technician: Frank Daniel
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By:
Ryland Homes - Mark Gaines
City of Coppell - Larry Davis
Goodwin & Marshall - David Gregory
Site Concrete - Melissa Usalding