SC-Coppell HS-LR000526FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas
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 26, 2000
PROJECT: Coppell High School, Tennis Court/Parking Lot Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: May 18, 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
2002529
87
81
9:40 am
11:45 am
Cloudy
Paving:
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 2/1105
MIX ID NUMBER: 38
AIR (%) (ASTM C-231):
WATER ADDED (gal): 15
SLUMP (in.) (ASTM C-143): 6
Parking lot, station 560
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) TESTEO (pounds) (psi) (psi)
CHC 1154 7 05/25/00 91300 3230 3000/28 days
CHC 1155 28 06/15/00
CHC 1156 28 06/15/00
CHC 1157 Hold Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°f ~ ~ ~ G
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Yancey Bivings
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 Vk~;~ 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 26, 2000
PROJECT: Coppell High School, Tennis Court/Parking Lot Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: May 18, 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
7087232
81
82
8:36 am
10:30 am
Cloudy
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 7/1042
MIX ID NUMBER: 38
AIR (%) (ASTM C-231):
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-143): 6.50
Paving: Parking lot, station 583
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 1150 7 05/25/00 90900 3220 3000/28 days
CHC 1151 28 06/15/00
CHC 1152 28 05/15/00
CHC 1152 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°' [~ ~X~ ~u
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, Tex~-~ 75P~9
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 26, 2000
PROJECT: Coppell High School, Tennis Court/Parking Lot Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: May 18, 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
3104789
71
82
7:21 am
8:05 am
Cloudy
Paving:
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 3/821
MIX ID NUMBER: 38
AIR (%) (AS?M C.231):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C.143): 6
Parking lot, station 659
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 1146 7 05/25/00 86300 3050 3000/28 days
CHC 1147 28 06/15/00
CHC 1148 28 06/15/00
CHC 1149 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C'143, Types°f ~ [~ [~ 0
Curing: Methods: ASTM Co39 Fracture: A B C D
REMARKS:
Technician:
Yancey Bivings
FUGRO SOUTH INC.
Reviewed By:~:::~~---~
SMH/rm
Distribution:
OaI-Mac Construction - Damon Norman
City of Coppeil - 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 ~ne; Dallas, Texas
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: Uay 26, 2000
PROJECT: Coppell High School, Tennis Court/Parking Lot Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: May 18, 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
7087210
70
81
6:15 am
7:05 am
Cloudy
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 7/1054
MIX ID NUMBER: 38
AIR (%) (ASTM C-231): 5.2
WATER ADDED (gal): 0
SLUMP (in.) (AS?M C.143): 5.50
Paving: Parking lot station 642
' 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) TESTEO (pounds) (psi) (psi)
CHC 1142 7 05/25/00 86800 3070 3000/28 days
CHC 1143 28 06/15/00
CHC 1144 28 06/15/00
C HC 1145 Hold Fracture mode is (A) unless otherwise noted
Speci,ca,ons: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ ~ ~ ~
Curing: Me~_nd_~: ASTM C-39 Fracture: A B C D
REMARKS: Unit Weight: 144.2 lbs/cu, ft.
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 EImore
JRJ Paving - Jeff Williford