SC-Coppell HS-LR000218FUGRO 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 18, 2000
Project No.: 0791-2208
SAMPLE DATE: February 10, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
83200
60
71
2:32
3:05
Partly cloudy
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/1042
MIX ID NUMBER: 16
AIR (%) (ASTM C-231):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 5
Lower half of Area C, 15 feet east, 7 feet south from northwest comer
Multi Purpose Building slab
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square Inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYENDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 584 7 02/17/00 94000 3330 3000/28 days
CHC 585 28 03/09/00
CHC 586 28 03/09/00
CHC 587 Hold
Fracture mode Is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof r~ rtl r'~ r-I
Cudng: Methods: ASTM C-39 Fracture: AV~i VXi VI I lB 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
I ~ I¥ I I1'1' ......II I ..... 111 .... II I ..... '1' -I! '1~~ . ' i lilt ~. I
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 18, 2000
Project No.: 0791-2208
SAMPLE DATE: February 10, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 83200
AMBIENT TEMP. (°F): 60
CONCRETE TEMP. (°F) (ASTM C-1064): 71
TIME BATCHED: 2:32
TIME SAMPLED: 3:05
WEATHER CONDITION: Partly cloudy
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/1042
MIX ID NUMBER: 16
AIR (%) (ASTM C-23'1):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 5
Lower half of Area C, 15 feet east, 7 feet south from northwest corner
Multi Purpose Building slab
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 584 7 02/17/00 94000 3330 3000/28 days
CHC 585 28 03/09/00 135000 4780
CHC 586 28 03/09/00 133000 4710
CHC 587 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof r~ r-j-] r~ r--~
Curing: Methods: ASTM C-39 Fracture: AVXI VXI VI I lB C D
REMARKS:
Technician: David Putman
FUGRO SOUTH INC.
SMH/bg
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 Vlego Lane; Dalles. Texas 75229
Ph (972) 484-8301; Fax (9/2) 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 18, 2000
Project No.: 0791-220e
SAMPLE DATE: February 10, 2000
CONTRACTOR: Cortez
TICKET NO.: 83218
AMBIENT TEMP. (°F): 58
CONCRETE TEMP. (°F) (AS?M C-10S4): 75
TIME BATCHED: 4:35
TIME SAMPLED: 5:10
WEATHER CONDITION: Partly cloudy
LOCATION OF PLACEMENT:
CONCRETE SUPPUER: Lattimore
PLANT/TRUCK: 7/757
MIX ID NUMBER: 16
AIR (%) (ASTM C-2~t):
WATER ADDED (gal): , 5
SLUMP (in.) (ASTU C.~4~): 4.75
Lower half of Ama C at southwest corner Multi Purpose Building slab
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches ,
TOTAL COMPRESSIVE SPECIFIED COMPRE~81VE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pound~) (psi) (1~i)
CHC 596 7 02/17/00 89000 3150 3000/28 days
CHC 597 28 03109100
CHC 598 28 03/09/00
CHC 599 Hold
Fracture mode i~ (A) unle~ olhm~m noMd
Specifications: Making& ASTM C-31 Testing ASTM C-143, Types of ~3 [~ ~
Curing: Idelhods: ASTM C-39 Fracture: A B C
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 Elrnore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
2880 Vlrgo Lane; Dallas, Tax~ 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppetl lSD, c/o Dal - Mac Construction Co.
Coppell High School, Multi Purpose Building
Coppell, Texas
Report Date: February 18, 2000
Project No.: 0791-2208
SAMPLE DATE: February 10, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
62
74
3:33
4:10
Partly cloudy
Cortez Group, Inc.
83210 CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/757
MIX ID NUMBER: 16
AIR (%) (ASTM C-231):
WATER ADDED (gal): 5
SLUMP (in.) (ASl'M C-143): 5
Lower half of Area C, 5 feet east 30 feet south from northwest (x)rner
Multi Purpose Building slab
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square In~hea
TOTAL COMPRESSIVE SPECIFIED COMPR. E~iVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (poundl) (psi) ..
CHC 588 7 02/17/00 93000 3290 3000/28 da)ts
CHC 589 28 03109/00
CHC 590 28 03/09/00
CHC 591 Hold
Fracture mode Is (A) ~ oSmfwi~m lloyd
Specifications: Making & ASTM C-31 Testing ASTM C-143,
Curing: Methods: ASTM C-39 Fracture: A ,B , C D ,, ,
REMARKS:
Technician: David Putman
FUGRO SOUTH INC.
SMHIrm
Distribution:
Reviewed By:
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmom
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
2880 Vlrgo Lane; Dallas, Texa~ 75229
Pti (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: February 18, 2000
PROJECT: Coppell High School, Multi Purpose Building Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: February 10, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (AS?M
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
83214
63
73
4:00
4:45
Partly cloudy
CONCRETE SUPPI. IER: Lattimore
PLANT/TRUCK: 711045
MIX ID NUMBER: 10
AIR (%) (ASTM C-231): ~
WATER ADDED (gal): 8
SLUMP (in.) (ASTM C-t43): 4.5
Lower half of Area C, 40 feet east, 75 feet south from northwest corner
Multi Purpose Building slab
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square Inches
TOTAL COMPRESSIVE SPECIFIED COMPRESsiVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pound~) (1~i)
CHC 592 7 02117/00 87000 3080 3(X)O/28 days
CHC 593 28 03/09/00
CHC 594 28 03/09100
CHC 595 Hold
Fracture mode is (A) unless ~ ItoMd
Specifications: Making & ASTM C-31 Testing ASTM C-143, Types of ~] [~ [~ r"]
curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: David Putman
FUGRO SOUTH INC.
SMHIrm
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 Willifm'd