SC-Coppell HS-LR000225FUGRO SOUTH, INC.
2880 Virgo 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: February 25, 2000
PROJECT: Coppell High School, Multi Purpose Building Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: February 15, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
98988
62
75
5:49
6:45
Partly cloudy
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3/1050
MIX ID NUMBER: 16
AIR (%) (ASTM C.231):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C.t43): 4
Slab, upper half Area C, 150 feet west, 100 feet north from southeast
corner Multi Purpose Building
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 628 7 02/22/00 109000 3860 3000/28 days
CHC 629 28 03/14/00
CHC 630 28 03/14/00
CHC 631 Hold
Fracture mode Is (A) unless otherwise r~
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ [~ [~ ~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: David Putman
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~'- ~
DaI-Mac C0nstru.ction -~ 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) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: February 25, 2000
PROJECT: Coppell High School, Multi Purpose Building Project No,: 0791-2208
coppell, Texas
SAMPLE DATE: February 17, 2000
CONTRACTOR: Dal Mac
TICKET NO.: 83538
AMBIENT TEMP. (°F): 67
CONCRETE TEMP. (°F) (ASTM C.1064): 73
TIME BATCHED: . 2:49
TIME SAMPLED: 3:20
WEATHER CONDITION:
LOCATION OF PLACEMENT:
CONCR~-TE SUPPLIER: Lattimore
PLANT/TRUCK: 7/1045
MIX ID NUMBER: 16
AIR (%) (ASTM C-231):
WATER ADDED (gal): 5
Partly cloudy SLUMP (in.) (ASTM C-143): 4.5
Slab, upper area of Area C of Multi Purpose Building, 20 feet south, 5
feet west from northeast 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 636 7 02/24/00 98000 3470 3000/28 days
CHC 637 28 03/16/00
CHC 638 28 03/16/00
CHC 639 Hold
Fracture ~.~e is (A) unless o~e,-~-',se noted
Specifications: Making & ASTM C-31 Testing ASTM 0-143, Types°f ~] [~ [/~u
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: David Putman
FUGRO SOUTH INC.
SMH/rrn
Distribution:
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