SC-Coppell HS-LR000223FUGRO 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, Multi Purpose Building
Coppell, Texas
Report Date: February 23, 2000
Project No.: 0791-2208
SAMPLE DATE: February 15, 2000
CONTRACTOR:
TICKET NO.: *
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.10S4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CON DITION:
LOCATION OF PLACEMENT:
Cortez Group
98931
65
73
2:58
3:35
Partly cloudy
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3/822
MIX ID NUMBER: 16
AIR (%) (ASTM C-231):
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-14=): 4
Slab, upper half Area C at northeast comer Multi Purpose Building
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 616 7 02/22/00 95000 3360 3000/28 days
CHC 617 28 03/14/00
CHC 618 28 03/14/00
CHC 619 Hold
Fracture mode is (A) unless Otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof B [~ [~1 ["]
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: David Putman
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis r
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Tsxas 75229
Ph (972)4848301; Fax (972)620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Multi Purpose Building
Coppell, Texas
Report Date: February 23, 2000
Project No.: 0791-2208
SAMPLE DATE: January 25, 2000
CONTRACTOR: Cortez
TICKET NO.: 3098233
AMBIENT TEMP. (°F): 58
CONCRETE TEMP. (°F) (ASTM C.1064): 56
TIME BATCHED: 11:52
TIME SAMPLED: 12:25
WEATHER CONDITION: Sunny/Breezy
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3 / 735
MIX ID NUMBER: 38
AIR (%) (ASTM C-231): 6
WATER ADDED (gal): -
SLUMP (in.) (ASTM C.143): 5-3/4
Pavement - Firelane - Sampled at: Middle of radius from north/south
to east/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 508 7 02-01-00 96000 3400 3000/28 days
CHC 509 28 02-22-00 119000 4210
CHC 510 28 02-22-00 121000 4280
CHC 511 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM 0-31 Testing ASTM C-143, Typesof ~] ~ [~;1 r-~
curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Mike Flute
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed Bye"-/_~- - "'
DaI-Mac Construction - Damon Norman
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 Dai - Mac Construction Co.
Coppell High School, Multi Purpose Building
Coppell, Texas
Report Date: February 23, 2000
Project No.: 0791-2208
SAMPLE DATE: January 25, 2000
CONTRACTOR: Cortez
TICKET NO.: 7082720
AMBIENT TEMP. (°F): 48
CONCRETE TEMP. (°F) (ASTU C.t0S4): 60
TIME BATCHED: 10:49
TIME SAMPLED: 11:25
WEATHER CONDITION: Cloudy
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7 / 757
MIX ID NUMBER: 38
AIR (%) (AS?M C-231): 6
WATER ADDED (gal): -
SLUMP (in.) (AS?M C-t43): 5.5
Paving - Fireiane - Samped at: Adjacent to approximate Line L-1
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) (ps1)
CHC 504 7 02-01-00 101000 3570 3000/28 days
CHC 505 28 02-22-00 126000 4460
CHC 506 28 02-22-00 128000 4530
CHC 507 Hold
Fracture mode is (A) unless ol~lerwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ [~ [~1 r--]
curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS: Unit Weight: 144.4 lbs/cu, ft.
Technician: Mike Flute
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: -~'7. . .
DaI-Mac Construction - Damon..Norman
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) 464-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Multi Purpose Building
Coppell, Texas
Report Date: February 23, 2000
Project No.: 0791-2208
SAMPLE DATE: January 25, 2000 r
CONTRACTOR: Cortez
TICKET NO.: 3098244
AMBIENT TEMP. (°F): 58
CONCRETE TEMP. (°F) (ASTM C-1064): 62
TIME BATCHED: 1:15
TIME SAMPLED: 2:00
WEATHER CONDITION: Sunny/Breezy
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3 / 734
MIX ID NUMBER: 38
AIR (%) (ASTM C.231): -
WATER ADDED (gal): 15
SLUMP (in.) (ASTM C-143): 6.0
Paving - Firelane - Sampled at: Approximate Line A-8
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 512 7 02-01-00 79000 2790 3000/28 days
CHC 513 28 02-22-00 108000 3820
CHC 514 28 02-22-00 106000 3750
CHC 515 Hold
Fracture mode is (A) unless ol~erv~se noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ r~ F-~ r--~
Curing: Methods: ASTM C-39 Fracture: AI/Xi I/~J !/'1 I lB C D
REMARKS:
Technician: Mike Flute
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: -.~.z
DaI-Mac Construction - Damon Norman
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 ?5229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: February 23, 2000
PROJECT: Coppell High School, Multi Purpose Building Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: February 15, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / Cortez Group
99009 CONCRETE SUPPLIER: Lattimore
74 PLANT/TRUCK: 3/746
79 MIX ID NUMBER: 42
11:46 AIR (%) (ASTU C.231):
12:40 WATER ADDED (gal): 0
Partly cloudy SLUMP (in.) (ASTM C-143): 4.75
Stadium seating retaining wall, 30 feet east of Line A between grid
lines 2 and 23 bottom layer
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square Inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER {da~/~) TESTED (pounds) (psi) (psi)
CHC 632 7 02/22/00 90000 3180 4000128 days
CHC 633 28 03/14/00
CHC 634 28 03/14/00
CHC 635 Hold
Fracture n-,ode is (A) unless o~,~ noted
Specifications: Making & ASTM 0-31 T.ttng ASTM C-143, Typesof ~ [~ ~ ~
Curing: Methods: ASTM C-39 Fracture: A B C D ....
REMARKS:
Technician: David Putman
FUGRO SOUTH INC.
SMH/rm
Distribution:
iii
Reviewed By:~
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
i
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-830'1; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Multi Purpose Building
Coppell, Texas
Report Date: February 23, 2000
Project No.: 0791-2208
SAMPLE DATE: February 15, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 98937
AMBIENT TEMP. (°F): 63
CONCRETE TEMP. (°F) (ASTM C.'1064): 70
TIME BATCHED: 3:26
TIME SAMPLED: 4:10
WEATHER CONDITION: Partly cloudy
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3/1050
MIX ID NUMBER: 16
AIR (%) (ASTM C-231):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 4.25
Slab, upper half Area C, 5 feet west, 30 feet north from southeast
comer, Multi Purpose Building
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 620 7 02/22/00 103000 3640 30.00/28 days
CHC 621 28 03/14/00
CHC 622 28 03/14/00
CHC 623 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM 0-31 Testing ASTM C-143, Typesof [~ [~] ~ 13
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: David Putman
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~ -
DaI-Mac Construction - Damon Norman
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, Multi Purpose Building
Coppell, Texas
Report Date: February 23, 2000
Project No.: 0791-2208
SAMPLE DATE: February 15, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.t0~):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
98942
59
69
3:56
4:50
Partly cloudy
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3/968
MIX ID NUMBER: 16
AIR (%) (ASTM C-23t):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 4
Slab upper half of Area C, 100 feet west, 40 feet north from southeast
comer Multi Purpose Building
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 624 7 02/22/00 101000 3570 3000/28 days
CHC 625 28 03/14/00
CHC 626 28 03/14/00
CHC 627 Hold
Fracture mode is (A) unless othenvtse noted
Specifications: Making & ASTM C'31 Testing ASTM C'143, Typesof ~ ~ [~ F'1
Curing: Melt~ods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: David Putman
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~--.~ -
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford