SC-Coppell HS-LR000229FUGRO 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, Multi Purpose Building
Coppell, Texas
Report Date: February 29, 2000
Project No.: 0791-2208
SAMPLE DATE: February 17, 2000
CONTRACTOR: Dal Mac
TICKET NO.: 83559
AMBIENT TEMP. (°F): 62
CONCRETE TEMP. (°F) (ASTM C.t064): 69
TIME BATCHED: 6:15
TIME SAMPLED: 7:00
WEATHER CONDITION: Partly cloudy
LOCATION OF PLACEMENT:
CONCRETE SUPPUER: Lattimore
PLANT/TRUCK: 7/956
MIX ID NUMBER: 16
AIR (%) (ASTM C-231):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 4.5
Slab, upper area of Area C of Multi purpose Building at southwest
corner
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 648 7 02/24/00 87000 3080 3000/28 days
CHC 649 28 03/16/00
CHC 650 28 03/16/00
CHC 651 Hold
Fracture mode is (A) unless olberwtse no~
Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof ~] ~] ~ ~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
David Putman
FUGRO SOUTH INC.
Reviewed By: ~
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppell lSD - 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) 520-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppetl lSD, c/o Dal - Mac Construction Co.
Coppell High School, Multi Purpose Building
Coppell, Texas
Report Date: February 29, 2000
Project No.: 0791-2208
SAMPLE DATE: February 17, 2000
CONTRACTOR: Dal Mac
TICKET NO.: 83548
AMBIENT TEMP. (°F): 66
CONCRETE TEMP. (°F) (ASTM C-1064): 72
TIME BATCHED: 4:23
TIME SAMPLED: 5:05
WEATHER CONDITION: Partly cloudy
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattermore
PLANT/TRUCK: 7/938
MIX ID NUMBER: 16
AIR (%) (ASTM C-231):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 4
Slab, upper area of Area C of Multi Purpose Building 45 feet east, 100
feet south from northwest corner
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 644 7 02/24/00 88000 3110 3000~28 days
CHC 645 28 03/16/00
CHC 646 28 03/16/00
CHC 647 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 T..ng ASTM C-143, Typesof ~ m r~ r-1
Curing: Methods: ASTM C-39 Fracture: AV~I I/%J VI LJB c D
REMARKS:
Technician: David Putman
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: .~....~ma.~' __
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford