SC-Coppell HS-LR000414 (2)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 14, 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 CONCRETE SUPPLIER: TXI
59.6 PLANT/TRUCK: 41/462
70.5 MIX ID NUMBER: 8204
8:27 am AIR (%) (ASTM C-231): 3.0
8:52 am WATER ADDED (gal): 5
Clear/windy SLUMP (in.) (ASTM C-'143): 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 05/04100
CHC 831 28 05/04/00
CHC 832 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM 0-31 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 - Larry Davis "'"-
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
2880 Vtrgo 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 14, 2000
Project No.: 0791-2208
SAMPLE DATE: April 6, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.t064):
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 04/13/00 87000 3080
CHC 825 28 05/04/00
CHC 826 28 05/04~00
CHC 827 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Tesling ASTM C-143, Types°f ~] [~ [~ 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 - 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 14, 2000
PROJECT: Coppell High School, Tennis Court/Parking Lot Project No.: 0791-2208
Coppell, Texas
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 Max / Trans Tex Tennis
1548126
54.1
69.8
6:42 am
7:17 am
Clear/Windy
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41/837
MIX ID NUMBER: 8204
AIR (%) (ASTM C-231): 2 3/4
WATER ADDED (gal): 0
SLUMP (in.) (ASWa C-'143): 5
Court #8, 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
CYMNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 818 4 04/10/00 81000 2870 3500/28 days
CHC 819 7 04/13/00 93000 3290
CHC 820 28 05/04/00
CHC 821 28 05/04~00
CHC 822 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 - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 VIrgo Lane; Dallas, Texas 75229
Ph (972) 4648301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
Coppell lSD, c/o Dal - Mac Construction Co. Report Date: Apdl 14, 2000
Coppell High School, Tennis CourtJParking Lot Project No.: 0791-2208
Coppell, Texas
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 / Cortez Group
7085369
78.2
74.3
11:23 am
12:20 pm
Clear/windy
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7-757
MIX ID NUMBER: 42
AIR (%) (ASTM C.23~1): 4
WATER ADDED (gal): 5
SLUMP (in.) (ASTM C-'143): 5 3/4
Vomitory wall, 0.5-15.1 to 17.3 0.5 to Line B bottom half wall
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}is) TESTED (pounds) (psi) (psi)
CHC 843 7 04/13/00 89000 3150 4000/28 days
CHC 844 28 05/04/00
CHC 845 28 05/04/00
CHC 846 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ ~ ~ r-1
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 - 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: April 14, 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 (%) (ASWa C-231): 4
WATER ADDED (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
CYENDER AGE DATE LOAD STRENGTH STRENGTH
,,NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 838 4 04/10/00 67000 2370 3500/28 days
CHC 839 7 04/13/00 88000 3110
CHC 840 28 05/04/00
CHC 841 28 05/04/00
CHC 842 Hold
Fracture mode is (A) unless othmwise noted
Specificafl°ns: Making & ASTM C'31 Testing ASTM C'143, Typesof [~] [~ D D
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 - 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 14, 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 (%) (Aswa c.231): 3
WATER ADDED (gal): 5
SLUMP (in.) (ASTM C-143): 7
Tennis court ~t~, 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
CHC 836 28 05/04/00
CHC 837 Hold
Fracture mode is (A) unless other,vise 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 - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford