SC-Coppell HS-LR000420 (2)FUGRO SOUTH, INC.
2880 Virgo Lane; Oallas, 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 20, 2000
PROJECT: Coppell High School, Tennis Court/Parking Lot Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: April 10, 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
1551923 CONCRETE SUPPLIER: TXI
62.5 PLANT/TRUCK: 41/39
74.1 MIX ID NUMBER: 8204
1:07 pm AIR (%) (ASTM C-23'1):
1:32 pm WATER ADDED (gal): 5
Cloudy/windy SLUMP (in.) (ASTM C-'143) .' 5.50
Tennis Court #4, 30 feet west of east side, 35 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 883 3 04/13/00 58000 2050 3500/28 days
CHC 884 7 04/17/00 94000 3330
CHC 885 28 05/08/00
CHC 886 28 05/08/00
CHC 887 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~71 ['I"] r.--~ r---]
Cudng: Methods: ASTM C-39 Fracture: AI~I V~J VI I lB 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 Vlrgo 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 20, 2000
PROJECT: Coppell High School, Tennis Court/Parking Lot Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: April 10, 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
1551738 CONCRETE SUPPLIER: TXI
61.9 PLANT/TRUCK: 41/456
71.5 MIX ID NUMBER: 8204
11:00 AIR (%) (ASTM C-231):
12:25 WATER ADDED (gal): 0
Cloudy/windy SLUMP (in.) (ASTM C-143): 6.50
Tennis Court ff.4, 8 feet west of east side, 30 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 873 3 04/13/00 58000 2050 3500/28 days
CHC 874 7 04/17/00 97000 3430
CHC 875 28 05/08/00
CHC 876 28 05/08/00
CHC 877 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: 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: Coppell lSD, cio Dal - Mac Construction Co. Report Date: April 20, 2000
PROJECT: Coppell High School, Tennis Court/Parking Lot Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: April 10, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CON DITION:
LOCATION OF PLACEMENT:
Dal Mac / Trans Tex Tennis
1551834 CONCRETE SUPPLIER: TXI
67.8 PLANT/TRU CK: 41/453
75.6 MIX ID NUMBER: 8204
12:33 pm AIR (%) (ASTM C-231):
12:58 pm WATER ADDED (gal): 5
Cloudy/windy SLUMP (in.) (ASTM C-143): 5.50
Court ¢¢4, 15 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
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 878 3 04/13/00 60000 2120 3500/28 days
CHC 879 7 04/17/00 99000 3500
CHC 880 28 05/08/00
CHC 881 28 05/08/00
CHC 882 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] [~ [~ E~]
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:
Coppetl lSD, c/o Dal - Mac Construction Co.
Coppetl High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: April 20, 2000
Project No.: 0791-2208
SAMPLE DATE: April 10, 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
1552017 CONCRETE SUPPLIER: TXI
70.1 PLANT/TRUCK: 41/456
77.1 MIX ID NUMBER: 8204
1:47 pm AIR (%) (ASTM C-231):
2:18 pm WATER ADDED (gal): 5
Cloudy/windy SLUMP (in.) (ASTM C-143): 6.50
Court #2, 25 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
CYENDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 888 3 04/13/00 61000 2160 3500/28 days
CHC 889 7 04/17/00 96000 3400
CHC 890 28 05/08/00
CHC 891 28 05/08/00
CHC 892 Hold
Fr'acture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°f [~ [~ B E~]
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