SC-Coppell HS-LR000608FUGRO 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: June 8, 2000
Project No.: 0791-2208
SAMPLE DATE: May 10, 2000
CONTRACTOR: Cortez
TICKET NO.: 7086747
AMBIENT TEMP. (°F): 71
CONCRETE TEMP. (°F) (ASTM C-1064): 85
TIME BATCHED: 12:57
TIME SAMPLED: 1:10
WEATHER CONDITION: Cloudy
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/956
MIX ID NUMBER: 38
AIR (%) (ASTM C-23'1): 4.8
WATER ADDED (gal): 15
SLUMP (in.) (ASTM C-'143): 4 3/4
Tennis parking pavement east of Courts 11-12 150 feet east
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 1038 7 05/17/00 78500 2780 3000/28 days
CHC 1039 28 06/07/00 95300 3370
CHC 1040 28 06/07/00 99400 3520
CHC 1041 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ [~ D
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Thomas Cranford
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: June 8, 2000
Project No.: 0791-2208
SAMPLE DATE: May 10, 2000
CONTRACTOR:
TICKET NO.: 3104212
AMBIENT TEMP. (°F): 67
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED: 9:54
TIME SAMPLED: 10:45
WEATHER CONDITION: Overcast
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
PLANT/TRUCK: 3/1096
MIX ID NUMBER: 38
AIR (%) (ASTM C-231): 4.9
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 5
Parking, east of Courts11 & 12, 30 feet east
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 1024 7 05/17/00 81100 2870 3000/28 days
CHC 1025 28 06/07/00 88200 3120
CHC 1026 28 06/07/00 95700 3390
CHC 1027 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: Thomas Cranford
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 Virgo Lane; Dallas, Texas 75229
Ph (972) 4848301; 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: June 8, 2000
Project No.: 0791-2208
SAMPLE DATE: May 10, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7086735
AMBIENT TEMP. (°F): 70
CONCRETE TEMP. (°F) (ASTM C-1064): 85
TIME BATCHED: 11:33
TIME SAMPLED: 12:45
WEATHER CONDITION: Cloudy
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/757
MIX ID NUMBER: 38
AIR (%) (ASTM C-231): 4.7
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-14~): 5
Parking east of Courts 11 & 12, 90 feet east
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 1028 7 05/17/00 71800 2540 3000~28 days
CHC 1029 28 06107/00 95000 3360
CHC 1030 28 06/07/00 92600 3280
CHC 1031 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM 0-31 Testing ASTM C-143, Typesof ~] ~] ~ r-']
curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Thomas Cranford
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 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: June 8, 2000
Project No.: 0791-2208
SAMPLE DATE: May 10, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7086759
AMBIENT TEMP. (°F): 79
CONCRETE TEMP. (°F) (ASTM C-10S4): 83
TIME BATCHED: 2:22
TIME SAMPLED: 3:15
WEATHER CONDITION: Cloudy
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/757
MIX ID NUMBER: 38
AIR (%) (ASTM C-231): 4.7
WATER ADDED (gal): 10
SLUMP (in.) (ASTra C-143): 5
Parking: Tennis Court, east of court, station 11 +12, east 190 feet
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 1042 7 05/17/00 65300 2310 3000/28 days
CHC 1043 28 06/07/00 86000 3040
CHC 1044 28 06/07/00 86200 3050
CHC 1045 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°f ~ ~ D D
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Thomas Cranford
FUGRO SOUTH INC.
SMH/rm
Distribu~tion:
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