SC-Coppell HS-LR000628FUGRO SOUTH, INC.
2880 Vlrgo 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: June 28, 2000
PROJECT: Coppell High School, Tennis Court/Parking Lot Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: June 20, 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
2003662
92
90
3:39 pm
4:25 pm
Cloudy
Paving:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 2/1076
MIX ID NUMBER: 38
AIR (%) (ASTM C-231): 4.5
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-143): 4
Parking lot 25 feet south, 30 feet east off of southeast corner
of tennis court
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 1246 7 06/27/00 89100 3150 3000128 days
CHC 1247 28 07/18/00
CHC 1248 28 07/18/00
CHC 1249 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ ~-~ r-~ r--]
curing: Methods: ASTM C-39 Fracture: AVXJ [/~ V~ LJB c D
REMARKS:
Technician:
SMH/rrn
Distribution:
Dumitru Balas
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 Vlrgo 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 28, 2000
Project No.: 0791-2208
SAMPLE DATE: June 20, 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
3106823
93
90
1:50 pm
2:35 pm
Cloudy
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3/1106
MIX ID NUMBER: 38
AIR (%) (ASTM C-231): 4.9
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 5 1/4
Paving: Parking lot 140 feet south, 25 feet east off of northeast corner
of tennis court
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (da)rs) TESTED (pounds) (psi) (psi)
CHC 1242 7 06/27/00 80200 2840 3000/28 days
CHC 1243 28 07/18/00
CHC 1244 28 07/18/00
CHC 1245 Hold
Fracture mode is (A) unless otherwise noted
Specificalions: Making & ASTM 0-31 Testing ASTM C-143, Typesof [~ [~ ~ E]
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Dumitru Balas
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 Vtr~o Lane; O~ll~s, Texas 75229
Ph (972) 484.8301; F~x (972) ~20..7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppetl lSD, c/o Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
SAMPLE DATE: June 20, 2000
Report Date: June 28, 2000
Project No.: 0791-2208
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
The Cortez Group
3106805
88
89
12:32 pm
1:15 pm
Partly cloudy
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3/994
MIX ID NUMBER: 38
AIR (%) (ASTM C-231): 4.3
WATER ADDED (gal): 5
SLUMP (in.) (ASTM C-143): 3.50
Paving: Parking lot 50 feet east, 40 feet south off of northeast comer
of tennis court
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (da~/s) TESTED (pounds) (psi) (psi)
CHC 1238 7 06/27/00 99700 3530 3000/28 days
CHC 1239 28 07/18/00
CHC 1240 28 07/18/00
CHC 1241 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: Dumitru Balas
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