SC-Coppell HS-LR000425FUGRO 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: Apdl 25, 2000
Project No.: 0791-2208
SAMPLE DATE: March 28, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / Trans Texas Tennis
1541155
78
76
10:55 am
11:30 am
Partly cloudy
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41/835
MIX ID NUMBER: 8272
AIR (%) (ASTM C-231): 2
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-143): 6
Slab on grade for Tennis Court #12, sampled at 50 feet east and 50
feet south of northwest corner
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 756 4 04/01/00 7000 2480 3500/28 days
CHC 757 7 04/04/00 81000 2870
CHC 758 28 04/25/00 113000 4000
CHC 759 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°f ~ ~ 0 r-~
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Jose Rivera
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 25, 2000
Project No.: 0791-2208
SAMPLE DATE: March 28, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / Trans Texas Tennis
1541237
81
75
11:47 am
12:15 pm
Partly cloudy
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41/835
MIX ID NUMBER: 8272
AIR (%) (ASTM C-231): 4
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C.143): 6.50
Slab on grade for Tennis Court #12, sampled at 40 feet west, 20 feet
south of northeast comer
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 760 4 04/01t00 68000 2410 3500/28 days.
CHC 761 7 04/04/00 84000 2970
CHC 762 28 04/25/00 107000 3780
CHC 763 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~;~ ltl I-~ ['-]
Cudng: Methods: ASTM C-39 Fracture: AV~ ~ ~ LiB C D
REMARKS:
Technician: Jose Rivera
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:
PROJECT:
Coppell lSD, c/o Dal- Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: April 25, 2000
Project No.: 0791-2208
SAMPLE DATE: March 28, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / Trans Texas Tennis
1541203
82
84
12:22 pm
1:10 pm
Partly cloudy
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41/526
MIX ID NUMBER: 8272
AIR (%) (ASTM C-231): 4.5
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 5 3/4
Slab on grade for Tennis Court #10, sampled at 20 feet east, 20 feet
south of northwest comer
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 764 4 04/01/00 70000 2480 3500/28 days
CHC 765 7 04/04/00 92000 3250
CHC 766 28 04/25/00 110000 3890
CHC 767 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ [~ r-]
curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Jose Rivera
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:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: April 25, 2000
Project No.: 0791-2208
SAMPLE DATE: March 28, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / Trans Texas Tennis
1541337 CONCRETE SUPPLIER: TXI
82 PLANT/TRUCK: 41/809
85 MIX ID NUMBER: 8272
12:43 pm AIR (%) (ASTM C-231): 3.0
1:30 pm WATER ADDED (gal): 6
Partly cloudy SLUMP (in.) (ASTM C-143): 6
Slab on grade for Tennis Court #10, sampled at 30 feet south, 20 feet
west of northeast corner
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~,s) TESTED (pounds) (psi) (psi)
CHC 768 4 04/01/00 75000 2650 3500/28 days
CHC 769 7 04/04/00 101000 3570
CHC 770 28 04/25/00 128000 4530
CHC 771 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] [~ 0 ~"]
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Jose Rivera
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
SHW Group - Joe Craddock
JRJ Paving - Jeff Williford
City of Coppell - Lee Stone
Coppell lSD - Mickey Harper
SHW Group - Mike Elmore
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_Jo Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: April 25, 2000
Project No.: 0791-2208
SAMPLE DATE: March 28, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / Trans Texas Tennis
1541410
82
83
1:20 pm
2:00 pm
Partly cloudy
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41/835
MIX ID NUMBER: 8272
AIR (%) (ASTM C.231): 5
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 5.50
Slab on grade for Tennis Court #10, sampled at 15 feet west, 15 feet
north of southeast comer
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 772 4 04/01/00 79000 2790 3500/28 days
CHC 773 7 04/04/00 104000 3680
CHC 774 28 04/25/00 138000 4880
CHC 775 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 El C D
REMARKS:
Technician: Jose Rivera
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:
PROJECT:
Coppell lSD, c/o Dal- Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: April 25, 2000
Project No.: 0791-2208
SAMPLE DATE: March 28, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP.* (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac
3101868
82.1
78:4
1:35 pm
2:40 pm
Clear/windy
Piers: #3, and
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3/1096
MIX ID NUMBER: 16
AIR (%) (ASTM C-231): 3
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-'143): 6
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 776 7 04/04/00 88000 3110 3000/28 days
CHC 777 28 04/25/00 122000 4220
CHC 778 28 04/25/00 123000 4350
CHC 779 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C.143, Types°f ~] [~] [~I ~
Curing: Methods: ASTM C-39 Fracture: A B 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 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 25, 2000
Project No.: 0791-2208
SAMPLE DATE: March 27, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / Center Group
3101742
76.6
72.7
10:37 am
11:30 am
Clear
Piers:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 31830
MIX ID NUMBER: 16
AIR (%) (ASTM C-231): 1
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 6.50
A/l, A/2, A/3, B/l, BI2, BI3, C/1, C/2
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 748 7 04t03/00 82000 2900 3000/28 days
CHC 749 28 04/24/00 106000 3750
CHC 750 28 04/24/00 104000 3680
CHC 751 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:
Phillip Forrest
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