SC-Coppell HS-LR000720FUGRO SOUTH, INC.
i
2880 Vlrgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: July 20, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
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: 7/958
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 97000 3430*
CHC 1198 28 06/21/00 96100 3400*
CHC 1199 56 07/19/00 113700 4020
Fracture mode is (A) unless o~erwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~] [~ [~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS: * Does not meet required compressive strength at 28 days.
Technician: Yancey Bivings FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By:
DaI-Mac Construction - D~mon Norman
City of Coppell - Lee' Stone,..~ "
City of Coppell -.Larry Davis
CopPell ISD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
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, cJo Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: July 20, 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
82
81
8:57 am
9:35 am
Cloudy
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143):
LMC
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 105000 3710
CHC 1256 28 07/19/00 107100 3790
CHC 1257 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~)1 rl--~ [-~ r-]
Curing: Methods: ASTM C-39 Fracture: AY..~l V',,I V I LJB C D
REMARKS:
Technician:
SMH/rm
Distribution:
Yancey Bivings
Reviewed By: ~
FUGRO SOUTH INC.
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