SC-Coppell HS-LR000616FUGRO 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, cio Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: June 16, 2000
Project No.: 0791-2208
SAMPLE DATE: May 17, 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
7087177
89
82
10:58 am
11:30 am
Sunny/windy
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 7/958
MIX ID NUMBER: 16
AIR (%) (ASTM C-231):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 5 1/4
Slab for Tennis Court concession stand 5 feet from southwest corner,
8 feet 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 1134 7 05/24/00 78500 2780 3000/28 days
CHC 1135 28 06/14/00 108200 3830
CHC 1136 28 06/14/00 106900 3780
CHC 1137 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ [~ [~] r"']
Cudng: 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 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8,301; 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 16, 2000
Project No.: 0791-2208
SAMPLE DATE: May 17, 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
7087185
89
81
12:16 pm
1:00 pm
Sunny/windy
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 7/938
MIX ID NUMBER: 16
AIR (%) (ASTM C-231):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-t43) -' 6
Slab for concession stand at Tennis Court southeast corner, 3 feet
west, 5 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 1138 7 05/24/00 69800 2470 3000/28 days
CHC 1139 28 06/14/00 94000 3330
CHC 1140 28 06/14/00 92900 3290
CHC 1141 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof [~ ~ ~ r"]
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 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: June16, 2000
Project No.: 0791-2208
SAMPLE DATE: May 18, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.t064):
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
PLANTrFRUC K: 3/821
MIX ID NUMBER: 38
AIR (%) (ASTM 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 106500 3770
CHC 1148 28 06/15/00 108300 3830
CHC 1149 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Types°f B ~ [~1 r-]
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 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 16, 2000
Project No.: 0791-2208
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 CONCRETE SUPPLIER: LMC
87 PLANT/TRUCK: 2/1105
81 MIX ID NUMBER: 38
9:40 am AIR (%) (ASTM C-231):
11:45 am WATER ADDED (gal): 15
Cloudy SLUMP (in.) (ASTM C-143): 6
Paving: 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) TESTED (pounds) (psi) (psi)
CHC 1154 7 05/25/00 91300 3230 3000/28 days
CHC 1155 28 06/15/00 114100 4040
CHC 1156 28 06/15/00 109700 3880
CHC 1157 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[/XJ ~/~ [/~ L.JB 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 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 16, 2000
Project No.: 0791-2208
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
Paving:
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
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 (da)rs) TESTED (pounds) (psi) (psi)
CHC 1150 7 05/25/00 90900 3220 3000/28 days
CHC 1151 28 06/15/00 116500 4120
CHC 1152 28 05/15/00 114300 4040
CHC 1152 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ ~ ~ r'~
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 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 16, 2000
Project No.: 0791-2208
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.) (ASTM 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) TESTED (pounds) (psi) (psi)
CHC 1142 7 05/25/00 86800 3070 3000/28 days
CHC 1143 28 06/15/00 104000 3680
CHC 1144 28 06/15/00 107600 3810
CHC 1145 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ ~ E]
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS: Unit Weight: 144.2 lbs/cu, ft.
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