SC-Coppell HS-LR000607FUGRO SOUTH, INC.
2~30 Vlrgo Lane; C~;i~s, Texa~ i5229
Ph (972) 484-8301; Fax (972) 62~-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dai- Mac Construction Co. Report Date: June 7, 2000
PROJECT: Coppell High School, Stadium Expansion Project NO.: 0791-2208
Coppell, Texas
SAMPLE DATE: May 19, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
The Cortez Group
7087315
65
74
11:50 am
12:20 am
Cloudy
Beams Line 24
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 7/755
MIX ID NUMBER: 42
AIR (%) (ASTM C-231):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 4.50
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER Idays) TESTED (pounds) (psi) (psi)
CHC 1170 4 05123/00 101100 3580 4000/28 days
CHC 1171 7 05/26/00 121400 4280
CHC 1172 18 06106/00 136200 4840
CHC 1173 18 06/06/00 139100 4920
CHC 1174 Hold
CHC 1175 Hold
Fracture mode is (A) unless otherwise holed
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ [~] ~
Cudng: Methods: ASTM Co39 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 752129
Ph (972) 4848301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: June 7, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: May 19, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
The Cortez Group
7087309
68
75
10:36 am
11:20 am
Cloudy
Beams Line 22
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 7/1045
MIX ID NUMBER: 42
AIR (%) (ASTM C-231):
WATER ADDED (gal): 5
SLUMP (in.) (ASTM C-143): 4
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 1164 4 05/23/00 115100 4070 4000~28 days
CHC 1165 7 06126/00 135100 4780
CHC 1166 18 06/06/00 153800 5440
CHC 1167 18 06/06~00 158000 5590
CHC 1168 Hold
CHC 1169 Hold
Fracture mode is (A) unless otherwise
Specifications: Making & ASTM C-31 Testing ASTM C'143, Typesof ~] [~ [~ ~-]
Curing: Methods: ASTM C-39 Fracture: A B C
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.
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c~o Dal - Mac Construction Co. Report Date: June 7, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: May 19, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
The Cortez Group
7087305
62
71
9:58 am
10:15 am
Cloudy
Beam Line #21
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 7/753
MIX ID NUMBER: 42
AIR (%) (ASTM C.231):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C.t43): 5 1/4
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECI~-i~.D COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 1158 4 05/23/00 99700 3530 4000/28 days
CHC 1159 7 05/26/00 107600 3810
CHC 1160 18 06/06/00 134300 4750
CHC 1161 18 06/06/00 132900 4700
CHC 1162 Hold
CHC 1163 Hold Fracture f~oGe is (A) unless o~erwise
Specifications: Making & ASTM C-31 Testing ASTM 0-143, 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