SC-Coppell HS-LR000428FUGRO 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, Tennis Court/Parking Lot
Coppell, Texas
Report Date: April 28, 2000
Project No.: 0791-2208
SAMPLE DATE: March 30, 2000
CONTRACTOR:
TICKET NO.: 1543243
AMBIENT TEMP. (°F): 61
CONCRETE TEMP. (°F) (ASTM C.1064): 78
TIME BATCHED: 1:50
TIME SAMPLED: 2:15
WEATHER CONDITION: Overcast
LOCATION OF PLACEMENT:
Trans Texas Tennis
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41/61
MIX ID NUMBER: 8204
AIR (%) (ASTM C-231):
WATER ADDED (gal): 20
SLUMP (in.) (ASTM C-143): 5 1/8
Tennis Court #11, 3 feet west, 5 feet south
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 804 6 04/05/00 65000 2300 3500/28 days
CHC 805 28 04/27/00 111000 3930
CHC 806 28 04/27/00 109000 3860
CHC 807 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~:~ rT'] r~ [-'~
curing: Me.ods: ASTM C-39 Fracture: AI/~J ~ [/~ LJB c D
REMARKS:
Technician:
SMH/mm
Distribution:
Thomas Cranford
FUGRO SOUTH INC.
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:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: April 28, 2000
Project No.: 0791-2208
SAMPLE DATE: March 30, 3000
CONTRACTOR:
TICKET NO.: 1542796
AMBIENT TEMP. (°F): 53
CONCRETE TEMP. (°F) (ASTM C-1064): 72
TIME BATCHED: 10:17
TIME SAMPLED: 10:45
WEATHER CONDITION: Overcast
LOCATION OF PLACEMENT:
Trans Texas Tennis
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41/59
MIX ID NUMBER: 8204
AIR (%) (ASTM C-231):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 4 3/4
Tennis Court, northwest corner 3 feet east, 1 foot south, Court #11
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (da~/$) TESTED (pounds) (psi) (psi)
CHC 788 6 04/05/00 78000 2760 3500/28 days
CHC 789 28 04/27/00 126000 4460
CHC 790 28 04/27/00 128000 4530
CHC 791 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM 0-143, Typesof [~ [~ [~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Thomas Cranford
FUGRO SOUTH INC.
SMH/mm
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:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: April 28, 2000
Project No.: 0791-2208
SAMPLE DATE: March 30, 3000
CONTRACTOR:
TICKET NO.: 1542944
AMBIENT TEMP. (°F): 54
CONCRETE TEMP. (°F) (ASTM C-1064): 76
TIME BATCHED: 11:31
TIME SAMPLED: 11:50
WEATHER CONDITION: Overcast
LOCATION OF PLACEMENT:
Trans Texas Tennis
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41/714
MIX ID NUMBER: 8204
AIR (%) (ASTM C-231):
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-143): 5
Tennis Court #9, 1 foot north center line of Court #9
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 792 6 04/05/00 79000 2790 3500/28 days
CHC 793 28 04/27/00 131000 4630
CHC 794 28 04/27/00 128000 4530
CHC 795 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°f [~ [~][~1 D
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/mm
Distribution:
Thomas Cranford
FUGRO SOUTH INC.
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:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: April 28, 2000
Project No.: 0791-2208
SAMPLE DATE: March 30, 2000
CONTRACTOR:
TICKET NO.: 1543136
AMBIENT TEMP. (°F): 60
CONCRETE TEMP. (°F) (ASTM C.1064): 78
TIME BATCHED: 12:56
TIME SAMPLED: 1:25
WEATHER CONDITION: Overcast
LOCATION OF PLACEMENT:
Trans Texas Tennis
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 46/805
MIX ID NUMBER: 8204
AIR (%) (ASTM C-231):
WATER ADDED (gal): 20
SLUMP (in.) (ASTM C-'143): 5
Tennis Court, Court #11, 10 feet south, 25 feet east
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 800 6 04/05/00 79000 2790 3500/28 days
CHC 801 28 04/27/00 129000 4560
CHC 802 28 04/27/00 131000 4630
CHC 803 Hold
Fracture mode is (A) Unless otherwise noted
Specifications: Making & ASTM 0-31 Testing ASTM C-143, Typesof [~ [~ ~ ~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Thomas Cranford
FUGRO SOUTH INC.
SMH/mm
Distribution:
Reviewed By: ~J~_ _
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 Wiltiford
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, Tennis Court/Parking Lot
Coppell, Texas
Report Date: April 28, 2000
Project No.: 0791-2208
SAMPLE DATE: March 30, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-t064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Transit Texas Tennis
1543018 CONCRETE SUPPLIER: TXI
60 PLANT/TRUCK: 41/712
78 MIX ID NUMBER: 8204
12:09 AIR (%) (ASTM C-23'1):
12:40 WATER ADDED (gal): 15
Overcast SLUMP (in.) (ASTM C-143): 4 3/4
Tennis Court #9, 5 feet north, 10 feet west
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 796 6 04/05/00 77000 2720 3500/28 days
CHC 797 28 04/27100 128000 4530
CHC 798 28 04/27/00 126000 4460
CHC 799 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM 0-31 Testing ASTM C-143, Typesof ~] ~ ~ r'~
cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/mm
Distribution:
Thomas Cranford
FUGRO SOUTH INC.
Reviewed By:
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppetl lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford