Westbury Manor-LR 990218FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Ryland Homes Report Date: February 18, 1999
PROJECT: Westbury Manor, Coppell, Texas Project NO.: 0781-2277
SAMPLE DATE: February 5, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Site Concrete
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASWa C.143):
Manhole ~, station 1 +92, Line S2, Manhole #6, station 17+60, Line
S1, Manhole #6, station 16+38, Line S1
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE REQUIRED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
WMC 1 7 2-12-99 131000 4633 3500/28 days
WMC 2 28 3-5-99
WMC 3 28 3-5-99
WMC 4 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM 0-143, Typesof r~ itl ~-~ r~
Curing: Methods: ASTM C-39 Fracture: AV'd I/_...~ VI I lB C D
REMARKS: Cylinders cast by Contractor. All information except test data furnished by Contractor and
assumed to be correct.
Note: Used 4200 PSI Mix.
Technician: Skip Martin
SMH/mv
Distribution:
FUGRO SOUTH INC.
Reviewed By: ~
Ryland Homes - Mark Gaines //
City of Coppell - Larry Davis
Goodwin & Marshall - David Gregory
Site Concrete - Melissa Uselding