SC-Coppell HS-LR000629FUGRO SOUTH, INC.
2860 Virgo Lane; [:~11~, Tex~ 752:29
Ph (972) 484.&301; F~x (972) 620-7323
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: June 29, 2000
Project No.: 0791-2208
SAMPLE DATE: June 21, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
The Cortez Group
7088626 CONCRETE SUPPLIER: LMC
82 PLANT/TRUCK:
81 MIX ID NUMBER:
8:57 am AIR (%) (ASTM C-231):
9:35 am WATER ADDED (gal):
Cloudy SLUMP (in.) (ASTM C-143):
Sidewalk section E at main entrance on east side of school from
center of entrance, 10 feet east, 5 feet south
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 1254 7 06/28/00 66500 2350 3000/28 days
CHC 1255 28 07/19/00
CHC 1256 28 07/19/00
CHC 1257 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] [~ [71 D
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Yancey Bivings
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By:
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone ·
City of Coppell - Larry Davis j
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford