SC-Coppell HS-LR000421ilo
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 7522,3
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 21,2000
PROJECT: Coppell High School, Tennis Court/Parking Lot Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: April 13, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / Treans Tex Tennis
1553502 CONCRETE SUPPLIER: TXI
69 PLANTrrRUCK: 41/642
70 MIX ID NUMBER: 8204
10:02 am AIR (%) (ASTM C-23'1):
10:35 am WATER ADDED (gal): 0
Sunny SLUMP (in.) (ASTM C-143): 6
Slab southeast corner, 10 feet north, 3 feet west, Tennis Court #3
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 930 5 04/18/00 69000 2440 3500/28 days
CHC 931 7 04120/00 85000 3010
CHC 932 28 05/11/00
CHC 933 28 05tl 1/00
CHC 934 Hold
CHC 935 Hold
Fracture mode is (A) unless otherwise noted
SpecJflcafions: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] ~[~] ~ ~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Yancey Bivings
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 21, 2000
Project No.: 0791-2208
SAMPLE DATE: April 13, 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
1553588 CONCRETE SUPPLIER: TXI
70 PLANT/TRUCK: 41/462
71 MIX ID NUMBER: 8204
10:43 am AIR (%) (ASTM C-231):
11:10 am WATER ADDED (gal): 0
Sunny SLUMP (in.) (ASTM C-'143): 6.50
Slab, southwest corner, 4 feet north, 7 feet east, Tennis Court #3
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 936 5 04/18/00 68000 2410 3500/28 days
CHC 937 7 04/20/00 91000 3220
CHC 938 28 05/11/00
CHC 939 28 05/11/00
CHC 940 Hold
CHC 941 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/rm
Distribution:
Yancey Bivings
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 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 21, 2000
PROJECT: Coppell High School, Tennis Court/Parking Lot Project NO.: 0791-2208
Coppell, Texas
SAMPLE DATE: April 13, 2000
CONTRACTOR:
TICKET NO.: 1553655
AMBIENT TEMP. (°F): 69
CONCRETE TEMP. (°F) (ASTM C-1064): 71
TIME BATCHED: 11:45 am
TIME SAMPLED: 12:10 pm
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
Dal Mac / Trans Tex Tennis
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41/64
MIX ID NUMBER: 8204
AIR (%) (ASTM C-23t):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-t43): 5.50
Slab, northwest corner, 10 feet south, 2 feet east Tennis Court #3
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 942 5 04/18/00 23000 2230 3500/28 days
CHC 943 7 04/20/00 87000 3080
CHC 944 28 05/11/00
CHC 945 28 05/11/00
CHC 946 Hold
CHC 947 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/rm
Distribution:
Yancey Bivings
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 Viq;~o 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 21, 2000
PROJECT: Coppell High School, Tennis Court/Parking Lot Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: April 13, 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
1553746 CONCRETE SUPPLIER: TXI
69 PLANT/TRUCK: 41/713
71 MIX ID NUMBER: 8204
1:10 pm AIR (%) (ASTM C-251):
1:35 pm WATER ADDED (gal): 5
Sunny SLUMP (in.) (ASTM C-'143): 5.50
Slab, northwest comer 4 feet east, 7 feet south Tennis Court #1
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 954 5 04/18/00 66000 2340 3500/28 days
CHC 955 7 04/20/00 81000 2860
CHC 956 28 05/11/00
CHC 957 28 05/11/00
CHC 958 Hold
CHC 959 Hold
Fracture mode is (A) unless other,vise no~eG
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:
Yancey Bivings
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: April 21, 2000
PROJECT: coppell High School, Tennis Court/Parking Lot Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: April 13, 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
1553686 CONCRETE SUPPLIER: TXI
68 PLANT/TRUCK: 41/70
72 MIX ID NUMBER: 8204
12:17 pm AIR (%) (ASTM C-231):
12:35 pm WATER ADDED (gal): 0
Sunny SLUMP (in.) (ASTM C-143): 6 1/4
Slab, southeast corner 4 feet west, 5 feet north Tennis Court #1
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 948 5 04/18/00 88000 3110 3500/28 days
CHC 949 7 04/20/00 114000 4030
CHC 950 28 05/11/00
CHC 951 28 05/11/00
CHC 952 Hold
CHC 953 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/rm
Distribution:
Yancey Bivings
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