SC-Coppell HS-LR000601FUGRO SOUTH, INC.
2880 Vlrgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; F~x (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: June 1, 2000
Project No.: 0791-2208
SAMPLE DATE: May 24, 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
087366
83
80
8:26 am
9:10 am
Sunny
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 71958
MIX ID NUMBER: 42
AIR (%) (ASTM C-231):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 5.50
Hand rail for top level of west side stands northwest corner, 120 feet
south of northwest 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 1196 7 05/31/00 78800 2790 4000/28 days
CHC 1197 28 06/21/00
CHC 1198 28 06/21/00
CHC 1199 Hold
Fracture mode is (A) unless othenvise noted
Specifications: Making & ASTM 0-31 Testing ASTM C-143, Typesof ~1 r'~ ~-'~ n
Curing: Methods: ASTM C-39 Fracture: AV~l V~I VI I lB 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
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford