SC-Coppell HS-LR000525FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75_~_9
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: May 25, 2000
PROJECT: Coppell High School, Tennis Court/Parking Lot Project NO.: 0791-2208
Coppell, Texas
SAMPLE DATE: May 16, 2000
CONTRACTOR: The Cortez Group
TICKET NO.: 7087110
AMBIENT TEMP. (°F): 87
CONCRETE TEMP. (°F) (ASTM C.1064): 82
TIME BATCHED: 1:10
TIME SAMPLED: 2:00
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTt~ C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C.143):
Paving: Parking lot, station 629
TXI
7/1092
38
5.1
2O
7
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 1130 7 05/23/00 73700 2610 3000/28 days
CHC 1131 28 06/13100
CHC 1132 28 06/13/00
CHC 1133 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°f ~ ~ ~ r~
curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Yancey Bivings
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: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: May 25, 2000
PROJECT: Coppell High School, Tennis Court/Parking Lot Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: May 16, 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
7087095
79
81
9:08 am
10:00 am
Sunny
Paving:
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 7/1039
MIX ID NUMBER: 38
AIR (%) (ASTM C-231):
WATER ADDED (gal): 15
SLUMP (in.) (ASTM C.t43): 6
Parking lot, station 479
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 1118 7 05/23/00 702000 2480 3000/28 days
CHC 1119 28 06/13/00
CHC 1120 28 06/13/00
CHC 1121 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:
Technician:
SMH/rm
Distribution:
Yancey Bivings
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. Tex_=~_ 75'~
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: May 25, 2000
PROJECT: Coppell High School, Tennis Court/Parking Lot Project No,: 0791-2208
Coppell, Texas
SAMPLE DATE: May 16, 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
7087102
80
82
10:00 am
11:10 am
Sunny
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 7958
MIX ID NUMBER: 38
AIR (%) (ASTM C-251):
WATER ADDED (gal): 15
SLUMP (in.) (ASTM C-143): 6 3/4
Paving: Parking lot, station 487
CONCRETE CYLINDER COMPRESSIVE STRENGTH I I=STS
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 1122 7 05/23/00 66300 2350 3000/28 days
CHC 1123 28 06/13/00
CHC 1124 28 06/13/00
CHC 1125 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM 0-31 Testing ASTM C-143, Typesof ~ [~ [~ ~--'~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Yancey Bivings
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;
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal- Mac Construction Co. Report Date: May 25, 200o
PROJECT: Coppell High School, Tennis Court/Parking Lot Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: May 16, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Trans Texas Tennis
1502260 CONCRETE SUPPLIER: TXI
80 PLANT/TRU C K: 41/474
82 MIX ID NUMBER: 8272
9:29 am AIR (%) (ASTM C-231):
10:30 am WATER ADDED (gal): 0
Sunny SLUMP (in.) (ASTM C-143): 5
Leaveout slab for Tennis Court 2 feet wide between Courts 1 and 3
and 2 and 4
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square Inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYMNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
crc 1126 7 05/23/00 109900 3890 3500/28 days
CHC 1127 28 06/13/00
crc 1128 28 06/13/00
CHC 1129 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: 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 Vtrgo 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: May 25, 2000
PROJECT: Coppell High School, Tennis Court/Parking Lot Project NO.: 0791-2208
Coppell, Texas
SAMPLE DATE: May 16, 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
7087085
73
80
8:10 am
8:45 am
Sunny
Paving:
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 7/958
MIX ID NUMBER: 38
AIR (%) (ASTM C-23'1): 4.8
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-t43): 5.50
Parking lot, station 446
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 1114 7 05/23/00 79800 2820 3000/28 days
CHC 1115 28 06/13/00
CHC 1116 28 06/13/00
CHC 1117 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: 144.4 lbs/cu, ft.
Technician:
SMH/rm
Distribution:
Yancey Bivings
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