SC-Coppell HS-LR000508FUGRO 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 8, 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
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (da~/s) 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 136200 4820
CHC 891 28 05/08/00 134400 4750
CHC 892 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:
SMHlrm
Distribution:
Phillip Forrest
FUGRO SOUTH INC.
Reviewed By:
DaloMac 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:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: May 8, 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
1551923
62.5
74.1
1:07 pm
1:32 pm
Cloudy/windy
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41/39
MIX ID NUMBER: 8204
AIR (%) (ASTM C-231):
WATER ADDED (gal): 5
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
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 883 3 04/13/00 58000 2050 3500t28 days
CHC 884 7 04/17/00 94000 3330
CHC 885 28 05/08/00 138800 4910
CHC 886 28 05/08/00 141600 5010
CHC 887 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~;;1 ~-~ r-~ r-]
Curing: Methods: ASTM C-39 Fracture: AV",J [/XJ VI I lB 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
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 8, 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
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 #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
CYMNDER 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 136200 4820
CHC 876 28 05/08/00 134500 4780
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:
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
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 7529
Ph (972)484-8301; Fax (972)620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, ~o Dai- Mac Construction Co. Report Date: May 8, 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
1551834 CONCRETE SUPPLIER: TXI
67.8 PLANT/TRUCK: 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
CYLINDER 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 139200 4920
CHC 881 28 05/08/00 140700 4950
CHC 882 Hold
Fracture mode is (A) unless otherwise noted
Making & ASTM C-31 Testing ASTM C-143, Typesof ~ ['~ ~'--~ r-
Specifications:
Curing: Methods: ASTM C-39 Fracture: AI~1 Y__~ Y__l I__JB 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
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: May 8, 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 / Trane Tex Tennis
1552115 CONCRETE SUPPLIER: TXI
70.6 PLANT/TRUCK: 41/453
75.6 MIX ID NUMBER: 8204
2:36 pm AIR (%) (ASTM C.231):
3:00 pm WATER ADDED (gal): 0
Cloudy/windy SLUMP (in.) (ASTM C-'143): 6.50
Court #2, 35 feet east of west side, 45 feet north of south end
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYMNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER Idays) TESTED (pounds) (psi) (psi)
CHC 893 3 04/13/00 67000 2370 3500/28 days
CHC 894 7 04/17/00 100000 3540
CHC 895 28 05/08/00 145200 5140
CHC 896 28 05/08/00 143200 5070
CHC 897 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