SC-Coppell HS-LR000530FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ptt (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: May 30, 2000
Project No.: 0791-2208
SAMPLE DATE: April 28, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7086332
AMBIENT TEMP. (°F): 72
CONCRETE TEMP. (°F) (ASTM C.1064): 81
TIME BATCHED: 11:09
TIME SAMPLED: 12:30
WEATHER CONDITION: Warm
LOCATION OF PLACEMENT: Columns
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASWa C-143):
Lattimore
7/958
4.4
15
4.50
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYENDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 998 7 05/05/00 90000 3180 4000/28 days . ..
CHC 999 28 05/26/00 121600 4300
CHC 1000 28 05/26/00 125200 4430
CHC 1001 Hold
FraCtUre mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof r;~ m r~ r---]
Curing: Methods: ASTM C-39 Fracture: Av',J V~J VI I lB C D
REMARKS:
Technician: Thomas Cranford
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By:~-- /
DaI-Mac Construction - Damon Norman
City of Coppetl - Lee Stone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford