SC-Coppell HS-LR000427FUGRO SOUTH, INC.
2880 Vipgo Lane; Dallas, Texa~ 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, Stadium Expansion
Coppell, Texas
Report Date: Apdl 27, 2000
Project No.: 0791-2208
SAMPLE DATE: April 19, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 3103033
AMBIENT TEMP. (°F): 76
CONCRETE TEMP. (°F) (ASTM C-1064): 82
TIME BATCHED: 5:38
TIME SAMPLED: 6:39
WEATHER CONDITION: Overcast
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C443):
Sidewalk, sampled at A - 9 X 1
Lattimore
3/1046
38
10
5
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 964 7 04/26100 75000 2650 3000/28 days
CHC 965 28 05/17/00
CHC 966 28 05/17/00
CHC 967 Hold
Fracture mode is (A) unless otherwise noted'
Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof [~ [~J [~ J'--]
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Mike Flute
SMH/rm
Distribution:
FUGRO SOUTH INC.
Reviewed By: '-*'~-
DaI-Mac Construction - Damon Norman
City of Coppelt - Lee Stone
City of Coppell - Larry Davis j
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford