SC-Coppell HS-LR000731FUGRO 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: July 31, 2000
Project No.: 0791-2208
SAMPLE DATE: June 30, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
0890066
85
86
6:22
6:48
Very cloudy
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 07/959
MIX ID NUMBER: 38
AIR (%) (ASTM C-231): 4.2
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 5
Parking lot, 250 feet north of west side of tennis court, 5 feet off 4th
light pole standard west
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 1306 7 07/07/00 67300 2380 3000/28 days
CHC 1307 28 07/28/00 91400 3230
CHC 1308 28 07/28/00 89100 3150
CHC 1309 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: Unit Weight: 145 lbs/cu, ft.
Technician: Sammy Roberts
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: July 31,2000
Project No.: 0791-2208
SAMPLE DATE: June 30, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
0890078
87
89
7:49
8:45
Partly cloudy
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/1093
MIX ID NUMBER: 38
AIR (%) (ASTM C-231): 4
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-143) .' 4.5
Parking lot, 50 feet off tennis court curb, 50 feet off fire lane, 10 feet
southwest of light standard
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 1310 7 07/07/00 69700 2470 3000/28 days
CHC 1311 28 07/28/00 92500 3270
CHC 1312 28 07/28/00 95000 3360
CHC 1313 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: Unit Weight: 148 lbs/cu, ft.
Technician: Sammy Roberts
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