Westbury Manor-LR 990507FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Ryland Homes
Westbury Manor, Coppell, Texas
SAMPLE DATE: April 7, 1999
Report Date: May 7, 1999
Project No.: 0781-2277
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F): 70
CONCRETE TEMP. (°F) (ASTM C-1064): 80
TIME BATCHED: 1:00 pm
TIME SAMPLED: 1:20 pm
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Site Concrete
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTU C-~1):
WATER ADDED (gal):
Partly cloudy SLUMP (in.) (ASTU C-143):
Brick inlay at station 10+87 - London Fog
On Site
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE REQUIRED COMPRESSIVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days), TESTED (pounds) (psi) (psi)
WMC 61 7 04/14/99 67000 2370 3000/28 days
WMC 62 28 05/05/99 97000 3430
WMC 63 28 05105/99 95000 3360 ..,
WMC 64 Hold ...
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~] [~ [~ [~
Curing: Methods: ASTM C-39 Fracture: A e c D
REMARKS:
Technician: Bob Shea
SMH/kp
Distribution:
Ryland Homes - Mark Gaines
City of Coppell - Larry Davis
Goodwin & Marshall - David Gregory
Site Concrete, Inc. - Melissa Uselding
FUGRO SOUTH INC.
Reviewed By: ~