SC-Coppell HS-LR000419 (2)FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (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, Tennis Court/Parking Lot
Coppell, Texas
Report Date: April 19, 2000
Project No.: 0791-2208
SAMPLE DATE: April 10, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / Trans Tex Tennis
1552115 CONCRETE SUPPLIER: TXI
70.6 PLANT/TRUC K: 41/453
75.6 MIX ID NUMBER: 8204
2:36 pm AIR (%) (ASTM C-231):
3:00 pm WATER ADDED (gal): 0
Cloudy/windy SLUMP (in.) (ASTM C-143): 6.50
Court #2, 35 feet east of west side, 45 feet north of south end
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 893 3 04/13/00 67000 2370 3500/28 days
CHC 894 7 04/17/00 100000 3540
CHC 895 28 05/08/00
CHC 896 28 05/08/00
CHC 897 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~1 rT'] I--~ [-'~
Cudng: Methods: ASTM C-39 Fracture: A[/xJ [/%~ [/~ L...JB C D
REMARKS:
Technician: Phillip Forrest
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford