SC-Coppell HS-LR000424FUGRO 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: April 24, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: March 24, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.t064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
The Cortez Group, Inc.
7084802 CONCRETE SUPPLIER: Lattimore
72 PLANT/TRUCK: 7/947
68 MIX ID NUMBER: 42
10:15 am AIR (%) (ASTM C.23'1):
10:45 am WATER ADDED (gal): 0
Sunny SLUMP (in.) (ASTM C.143): 6.50
Stadium, slab on grade between lines 6 and 8, and C to D
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 740 7 03/31/00 103000 3640 4000/28 days
CHC 741 28 04/21/00 123000 4350
CHC 742 28 04121/00 121000 4280
CHC 743 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: Dumitru Balas
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~
Dat-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
FUGRO SOUTH, INC.
2880 Vi~go 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: April 24, 2000
Project No.: 0791-2208
SAMPLE DATE: March 24, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTU C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
The Cortez Group
7084815 CONCRETE SUPPLIER: Lattimore
78 PLANT/TRUCK: 7/1045
74 MIX ID NUMBER: 42
12:31 pm AIR (%) (ASTla C-231):
1:25 pm WATER ADDED (gal): 15
Sunny SLUMP (in.) (ASTM C-143): 4.50
Stadium, wall on line 4 between lines C and B
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 744 7 03/31/00 104000 3680 4000/28 da~/s
CHC 745 28 04/21/00 125000 4420
CHC 746 28 04/21/00 123000 4350
CHC 747 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof 1~ I~] I~ r-I
curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Dumitru Balas
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By:
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
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: April 24, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
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-t43): 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
CHC 962 28 05/12/00
CHC 963 Hold
Fracture mode is (A) unless otherwise no~ed
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~;;1 r-~ r---~ r--]
Curing: Methods: ASTM C-39 Fracture: Av~ I(.~ I(_J I....IB C D
REMARKS:
Technician: Phillip Forrest
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~
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