SC-Coppell HS-LR000515FUGRO SOUTH, INC.
lDO
2880 Virgo Lane; Dallas, Texa~ 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: May 15, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: May 8, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7086581
AMBIENT TEMP. (°F): 83
CONCRETE TEMP. (°F) (ASTM C.'1064): 83
TIME BATCHED: 9:55
TIME SAMPLED: 11:10
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7
MIX ID NUMBER: 42
AIR (%) (ASTM C-231):
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-143): 4.50
Raker beam, sampled at C-8
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 1006 3 05/11/00 83800 2960 4000~28 days
CHC 1007 7 05/15/00 89800 3150
CHC 1008 28 06/05/00
CHC 1009 28 06/05/00
CHC 1010 Hold
CHC 1011 Hold
Fracture mode is (A) unless otherwise noted
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:
Mike Flute
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 EImore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
2880 Vlrgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) ~0-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: May 15, 2000
Project No.: 0791-2208
SAMPLE DATE: April 14, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-'1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / Cortez Group
7085652
72.2
73.3
1:28 pm
2:34 pm
Cloudy/windy
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/1093
MIX ID NUMBER: 42
AIR (%) (ASTM C-231):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143) .' 5.50
Pier caps D23.5, D/24, C/23, C/24
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 960 7 04/21/00 98000 3470 4000/28 days ...
CHC 961 28 05/12/00 125000 4420
CHC 962 28 05/12/00 123400 4370
CHC 963 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM 0-31 Testing ASTM C-143, Typesof r~ m [--~ r-~
Cudng: Methods: ASTM C-39 Fracture: AVXI VxJ VI L.JB C D
REMARKS:
Technician: Phillip Forrest
FUGRO SOUTH INC.
SMH/mm
Distribution:
Reviewed B~"~,., Z
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