SC-Coppell HS-LR000504FUGRO 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 CourtJParking Lot
Coppell, Texas
Report Date: May 4, 2000
Project No.: 0791-2208
SAMPLE DATE: April 6, 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 Tex Tennis
1548443
61.3
71.0
9:03 am
9:26 am
Clear/windy
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41/837
MIX ID NUMBER: 8204
AIR (%) (ASTM C-231): 3
WATER ADDED (gal): 5
SLUMP (in.) (ASTM C-143): 7
Tennis court #6, 40 feet south of north end, 20 feet east of west side
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 833 4 04/10/00 74000 2620 3500/28 days
CHC 834 7 04/13/00 87000 3080
CHC 835 28 05/04/00 128000 4530
CHC 836 28 05/04/00 125000 4420
CHC 837 Hold
Fracture mode is (A) unless othenNise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~;~,21 ~-~ I-~ ['-]
Cudng: Methods: ASTM C-39 Fracture: AV",J V",J VI LJB c D
REMARKS:
Technician:
SMH/mv
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
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 CourtJParking Lot
Coppell, Texas
Report Date: May 4, 2000
Project No.: 0791-2208
SAMPLE DATE: April 6, 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 Tex Tennis
1548592
70.2
75.6
10:04 am
10:40 am
Clear/windy
Tennis Court #6
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41/464
MIX ID NUMBER: 8204
AIR (%) (ASTM C-231): 4
WATER ADOED (gal): 0
SLUMP (in.) (ASTM C-143): 5 1/4
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 838 4 04110/00 67000 2370 3500/28 days .
CHC 839 7 04113/00 88000 3110
CHC 840 28 05/04/00 112000 3960
CHC 841 28 05/04/00 115000 4070
CHC 842 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/mv
Distribution:
Phillip Fon'est
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.
ii
2880 Virgo Lane; Dallas, Texas 75229
Ph (972)4848301; Fax (972) 820-7328
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: May 4, 2000
Project No.: 0791-2208
SAMPLE DATE: April 6, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP, (°F) (ASWa C-10~4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dat Max / Trans Tex Tennis
1548126
54.1
69.8
6:42 am
7:17 am
Clear/Windy
CONCRETE SUPPLIER: TXI
PLANTrrRUCK: 41/837
MIX ID NUMBER: 8204
AIR (%) (ASWa C-231): 2 3/4
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-~43): 5
Court ~, 5 feet west of east side, 40 feet north of south end
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 818 4 .04/10/00 81000 2870 3500t28 days
CHC 819 7 04/13/00 93000 3290
CHC 820 28 05/04/00 138000 4880
CHC 821 28 05/04/00 135000 4780
CHC 822 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] [~] ~D
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/mv
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 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, Tennis Court/Parking Lot
Coppell, Texas
Report Date: May 4, 2000
Project No.: 0791-2208
SAMPLE DATE: April 6, 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 Tex Tennis
1548264
59.9
70
7:40 am
8:16 am
Clear/windy
CONCRETE SUPPLIER: TXi
PLANT/TRUCK: 41/640
MIX ID NUMBER: 8204
AIR (%) (ASTM C-231): 2 3/4
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-143): 6
Court #8, 70 feet north of south end, 20 feet west of east side
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 823 4 04/10/00 68000 2410 3500/28 days
CHC 824 7 04113/00 87000 3080
CHC 825 28 05/04/00 128000 4530
CHC 826 28 05104/00 126000 4460
CHC 827 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°f [~ ia [7] E]
curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/mv
Distribution:
Phillip Forrest
FUGRO SOUTH INC.
Reviewed By: ~
Dal-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 Vlrgo Lane; Dallas, Texas 75229
Ph (972) 4848301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, cio Dal- Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: May 4, 2000
Project No.: 0791-2208
SAMPLE DATE: April 6, 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 Tex Tennis
1548302
59.6
70.5
8:27 am
8:52 am
Clear/windy
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41/462
MIX ID NUMBER: 8204
AIR (%) (ASTM C-231): 3.0
WATER ADDED (gal): 5
SLUMP (in.) (ASTM C-t43): 6 3/4
Court #6, 10 feet west of east side, 25 feet south of north end
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 828 4 04/10/00 66000 2340 3500/28 days
CHC 829 7 04/13/00 83000 2940
CHC 830 28 05/04/00 129000 4560
CHC 831 28 05/04/00 131000 4630
CHC 832 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:
SMH/mv
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