SC-Coppell HS-LR000417FUGRO 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 17, 2000
Project No.: 0791-2208
SAMPLE DATE: April 7, 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
1550166
75.4
78.8
9:46 a.m.
10:15 a.m.
Clear/Windy
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41 / 922
MIX ID NUMBER: 8204
AIR (%) (ASTM C-23~1): 3.0
WATER ADDED (gal): 15
SLUMP (in.) (ASTM C.t43): 5-3/4
Tennis Court #5 - 20 feet south of noth end, 25 feet west 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 867 4 4-11-00 62000 2190 3500/28 days ,
CHC 868 4 4-11-00 71000 2510
CHC 869 7 4-14-00 86000 3040
CHC 870 28 5-5-00
CHC 871 28 5-5-00
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:
SMH/bg
Distribution:
Phillip L. 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
~ ~ ira~O
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 17, 2000
PROJECT: Coppell High School, Tennis Court/Parking Lot Project NO.: 0791-2208
Coppell, Texas
SAMPLE DATE: April 7, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
DaI-Mac
1549719
62.8
65.0
8:49 a.m.
7:27 a.m.
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41 / 713
MIX ID NUMBER: 8224
AIR (%) (ASTM C-23t): 2.0
WATER ADDED (gal): 0
Partly Cloudy SLUMP (in.) (ASTM C.143): 6-1/2
Court #7, 30 feet north of south end, 15 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 847 4 4-11-00 57000 2020 3500/28 days
CHC 848 4 4-11-00 64000 2260
CHC 849 7 4-14-00 82000 2900
CHC 850 28 5-5-00
CHC 851 28 5-5-00
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/bg
Distribution:
Phillip L. 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 Court/Parking Lot
Coppell, Texas
Report Date: April 17, 2000
Project No.: 0791-2208
SAMPLE DATE: April 7, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-'1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
DaI-Mac
1550070
69.5
77.2
9:12 a.m.
9:35 a.m.
Partly Cloudy
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41 / 714
MIX ID NUMBER: 8204
AIR (%) (ASTM C.231): 3
WATER ADDED (gal): 0
SLUMP (in.) (ASTra C-143): 5-1/4
Court #5 - 35 feet north of south end, 5 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 862 4 4-11-00 57000 2020 3500/28 days
CHC 863 4 4-11-00 67000 2370
CHC 864 7 4-14-00 82000 2900
CHC 865 28 5-5-00
CHC 866 28 5-5-00
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/bg
Distribution:
Phillip L. 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) 820-7'328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppetl lSD, c/o Dal - Mac Construction Co. Report Date: April 17, 2000
PROJECT: Coppell High School, Tennis CourtJParkin9 Lot Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: April 7, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
DaI-Mac
1549934
69.1
77.2
8:18 a.m.
8:53 a.m.
Partly Cloudy
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41 / 714
MIX ID NUMBER: 8204
AIR (%) (ASTM C-23t): 3
WATER ADDED (gal): 20
SLUMP (in.) (ASTM C-143): 5.5
Court #5 - 20 feet north of south end, 8 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 857 4 4-11-00 61000 2160 3500/28 days.
CHC 858 4 4-11-00 69000 2440
CHC 859 7 4-14-00 84000 2970
CHC 860 28 5-5-00
CHC 861 28 5-5-00
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:
SMHlbg
Distribution:
Phillip L. 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 Court/Parking Lot
Coppell, Texas
Report Date: Ap~ 17, 2000
Project No.: 0791-2208
SAMPLE DATE: April 7, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-10S4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
DaI-Mac
1549802
62.8
74,9
7:26 a.m.
8:00 a.m.
Partly Cloudy
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 4 / 714
MIX ID NUMBER: 8204
AIR (%) (ASTM C-231): 4.0
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-t43): 5.5
Court #7 - 25 feet north of south end, 10 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 852 4 4-11-00 56000 1980 3500/28 days
CHC 853 4 4-11-00 63000 2230
CHC 854 7 4-14-O0 81000 2870
CHC 855 28 5-5-00
CHC 856 28 5-5-00
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/bg
Distribution:
Phillip L. 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