SC-Coppell HS-LR 991229FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Tex_=_~ 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: December 29, 1999
PROJECT: Coppell High School, Multi Purpose Building Project No.: 0791-2208
Coppetl, Texas
SAMPLE DATE: December 17, 1999
CONTRACTOR: Cortez Group
TICKET NO.: 708166
AMBIENT TEMP. (°F): 59
CONCRETE TEMP. (°F) (ASWa C-10S4): 74
TIME BATCHED: 2:45
TIME SAMPLED: 3:40
WEATHER CONDITION: Cool
LOCATION OF PLACEMENT: Piers: Pier ~25
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/992
MIX ID NUMBER: 16
AIR (%) (ASWa C-231):
WATER ADDED (gal): 0
SLUMP (in.) (ASWa C.t43): 4 1/4
CONCRETE CYLINDER COMPRESSIVE STRENGTH iE. STS
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 436 7 12/24/99 94900 3360 3000/28 days
CHC 437 28 1/14/00
CHC 438 28 1/14/00
CHC 439 Hold Fmc~re ~T.~e is (A) unless otherwise no[-~l
Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°f B ~ ~ r'-]
curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
Thomas Cranford
FUGRO SOUTH INC.
Reviewed By: ~ -"'~__ _-,.,~--'--~
SMHlrm
Distribution:
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) 820-7328
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: December 29, 1999
Project No.: 0791-2208
SAMPLE DATE: December 21, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (oF) (ASTM C.t064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
The Cortez Group
3096706
45
50
2:31
3:00
Cloudy
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C.143):
Grade beam grid line 14 A to J0 Area C
Lattimore Materials
3/822
3.8
0
6.50
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
'~' TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUM_~ER Ida}is) TESTED (pounds) (psi) (psi)
CHC 444 7 12./28/99 90320 3200 3000128 days ......
CHC 445 28 01118/00
CHC 446 28 01/18/00
CHC 447 Hold Fracture mode is (A) unless other~e r.~~
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ [~ [~ r---]
cudng: Methods: ASTM C-39 Fracture: A B C , O ,
REMARKS:
Technician:
SMH/rm
Distribution:
Dumitru Balas
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