SC-Coppell HS-LR000301FUGRO SOUTH, INC.
2880 Vlrgo 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, Stadium Expansion
Coppell, Texas
Report Date: March 1,2000
Project No.: 0791-2208
SAMPLE DATE: February 1, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7082899
AMBIENT TEMP. (°F): 62
CONCRETE TEMP. (°F) (ASTM C-t084): 75
TIME BATCHED: 9:51
TIME SAMPLED: 10:40
· WEATHER CONDITION: Overcast
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/752
MIX ID NUMBER: 16
AIR (%) (ASTM C-231):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143):
Stadium, straight shaft foundation piers sampled at pier B-21
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 516 7 02/08/00 86000 3040 3000~28 days
CHC 517 28 02/29/00 117000 4140
CHC 518 28 02~29/00 115000 4070
CHC 519 Hold
Fracture mode is (A) unless otherwise noted
Speci§cattons: Making & ASTM C-31 Testing ASTM C'143, Typesof J~ J~] J~J r--j
cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Mike Flute
SMH/rm
Distribution:
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) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: March 1, 2000
Project No.: 0791-2208
SAMPLE DATE: February 22, 2000
CONTRACTOR:
TICKET NO.: 3099911
AMBIENT TEMP. (°F): 79
CONCRETE TEMP. (°F) (ASTM C-1064): 76
TIME BATCHED: 2:00
TIME SAMPLED: 2:45
WEATHER CONDITION: O/C & Breezy
LOCATION OF PLACEMENT: .
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3/735
MIX ID NUMBER: 16
AIR (%) (ASTM C-231):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-t43): 6 1/4
Grade beams, sampled at B-11 Area
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 652 7 02/29/00 89000 3150 3000/28 days
CHC 653 28 03/21/00
CHC 654 28 03/21/00
CHC 655 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~] [~ ~ [-']
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Mike Flute
SMH/rm
Distribution:
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) 820-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: March 1, 2000
PROJECT: Coppell High School, Stadium Expansion Project NO.: 0791-2208
Coppell, Texas
SAMPLE DATE: February 24, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-'1064):
Yi'~E BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / Cortez Group
3100002 CONCRETE SUPPLIER: Lattimore
79 PLANT/TRUCK: 3/972
72 MIX ID NUMBER: 16
1:05 AIR (%) (ASTM C-231):
2:00 WATER ADDED (gal): 0
Over cast SLUMP (in.) (ASTM C-143): 5 1/4
Grade beam, Line A-5 to Line B X Line 6 to Line 17.3, sampled at B-17
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 660 7 03~02/00 102000 3610 3000~28 days
CHC 661 28 03/23/00
CHC 662 28 03/23/00
CHC 663 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: Mike Flute
FUGRO SOUTH INC.
SMH/rm
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