SC-Coppell HS-LR000721FUGRO 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 21, 2000
Project No.: 0791-2208
SAMPLE DATE: June 23, 2000
CONTRACTOR: The Cortez Group
TICKET NO,: 0886710
AMBIENT TEMP. (°F): 89
CONCRETE TEMP. (°F) (ASTMC-1064): 92
TIME BATCHED: 8:54
TIME SAMPLED: 9:50
WEATHER CONDITION: Warm
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/757
MIX ID NUMBER: 88
AIR (%) (ASTM C.23'1): 4.5
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-143): 3
Tennis court approach 250 feet north
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 1266 7 06/30/00 109900 3890 3000/28 days
CHC 1267 28 07/21/00 137000 4850
CHC 1268 28 07/21/00 140300 4960
CHC 1269 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 El, C D
REMARKS: Unit Weight: 146.0 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 21,2000
Project No.: 0791-2208
SAMPLE DATE: June 23, 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
106471 CONCRETE SUPPLIER: Lattimore
89 PLANT/TRUCK: 3/937
88 MIX ID NUMBER: 38
10:53 AIR (%) (ASTM C-231): 4
11:30 WATER ADDED (gal): 10
Partly cloudy SLUMP (in.) (ASTM C-'143): 4.5
Tennis court approach 450 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 1270 7 06/30/00 88500 3130 3000/28 days
CHC 1271 28 07/21/00 123400 4370
CHC 1272 28 07/21/00 121000 4280
CHC 1273 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: 144.0 lbs/cu, ft.
Technician:
SMH/rm
Distribution:
Sammy Roberts
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: July 21, 2000
Project No.: 0791-2208
SAMPLE DATE: June 23, 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
106498 CONCRETE SUPPLIER: Lattimore
89 PLANT/TRUCK: 834/3
90 MIX ID NUMBER: 38
1:22 AIR (%) (ASTM C-231): 4.5
1:45 WATER ADDED (gal): 5
Partly cloudy SLUMP (in.) (ASTM C-143):
300 feet west, 200 feet east, 225 feet off fire lane of tennis court south
corners
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 1274 7 06/30/00 93200 3330 3000/28 days
CHC 1275 28 07/21/00 122800 4340
CHC 1276 28 07/21/00 119100 4210
CHC 1277 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: 148.5 lbs/cu, ft.
Technician:
SMH/rm
Distribution:
Sammy Roberts
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