SC-Coppell HS-LR000315FUGRO 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, Multi Purpose Building
Coppell, Texas
Report Date: March 15, 2000
Project No.: 0791-2208
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
98942
59
69
3:56
4:50
Partly cloudy
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3/968
MIX ID NUMBER: 16
AIR (%) (ASTM C-231):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 4
Slab upper half of Area C, 100 feet west, 40 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 624 7 02/22/00 101000 3570 3000/28 days
CHC 625 28 03/14/00 125000 4420
CHC 626 28 03/14/00 123000 4350
CHC 627 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~1 m F'~ r-]
Cudng: Methods: ASTM C-39 Fracture: AV~I VXI VI I lB C D
REMARKS:
Technician: David Putman
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 EImore
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, Multi Purpose Building
Coppell, Texas
Report Date: March 15, 2000
Project No.: 0791-2208
SAMPLE DATE: February 15, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 98988
AMBIENT TEMP. (°F): 62
CONCRETE TEMP. (°F) (ASTM C-1064): 75
TIME BATCHED: 5:49
TIME SAMPLED: 6:45
WEATHER CONDITION: Partly cloudy
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3/1050
MIX ID NUMBER: 16
AIR (%) (ASTM C-231):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 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 day.s
CHC 629 28 03/14/00 135000 4780
CHC 630 28 03/14/00 138000 4880
CHC 631 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:
David Putman
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, Multi Purpose Building
Coppell, Texas
Report Date: March 15, 2000
Project No.: 0791-2208
SAMPLE DATE: February 15, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 98931
AMBIENT TEMP. (°F): 65
CONCRETE TEMP. (°F) (ASTM C-1064): 73
TIME BATCHED: 2:58
TIME SAMPLED: 3:35
WEATHER CONDITION: Partly cloudy
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3/822
MIX ID NUMBER: 16
AIR (%) (ASTM C-231):
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-'143): 4
Slab, upper half Area C at northeast 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 616 7 02/22/00 95000 3360 3000/28 days
CHC 617 28 03/14/00 132000 4670
CHC 618 28 03/14/00 130000 4600
CHC 619 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~)1 r-~ r--/~ r-]
Curing: Methods: ASTM C-39 Fracture: AVXI V~ I/I L.JB c D
REMARKS:
Technician:
SMH/rm
Distribution:
David Putman
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.
'El
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, Multi Purpose Building
Coppell, Texas
Report Date: March 15, 2000
Project No.: 0791-2208
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
98937
63
70
3:26
4:10
Partly cloudy
CONCRETE SUPPLIER: Lattimore
PLANT/TRU CK: 3/1050
MIX ID NUMBER: 16
AIR (%) (ASTM C-231):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-~143): 4.25
Slab, upper half Area C, 5 feet west, 30 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 620 7 02/22/00 103000 3640 3000/28 days
CHC 621 28 03/14/00 129000 4560
C HC 622 28 03/14/00 131000 4640
CHC 623 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof r;~1 rtl r-~ [---~
Cudng: Methods: ASTM C-39 Fracture: AV~J VXJ I/I LJB c D
REMARKS:
Technician:
SMH/rm
Distribution:
David Putman
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, Multi Purpose Building
Coppell, Texas
Report Date: March 15, 2000
Project No.: 0791-2208
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:
Dal Mac / Cortez Group
99009 CONCRETE SUPPLIER: Lattimore
74 PLANT/TRUCK: 3/746
79 MIX ID NUMBER: 42
11:46 AIR (%) (ASTM C-23'1):
12:40 WATER ADDED (gal): 0
Partly cloudy SLUMP (in.) (ASTM C-143): 4.75
Stadium seating retaining wall, 30 feet east of Line A between grid
lines 2 and 23 bottom layer
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 632 7 02/22/00 90000 3180 4000/28 days
' CHC 633 28 03/14/00 116000 4100
CHC 634 28 03/14/00 114000 4030
CHC 635 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof r~ m F--~ r-~
Curing: Methods: ASTM C-39 Fracture: AV~I VXI VI UB C D
REMARKS:
Technician: David Putman
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