SC-Coppell HS-LR000317FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, cio Dal - Mac Construction Co. Report Date: March 17, 2000
PROJECT: Coppell High School, Multi Purpose Building Project No.: 0791-2208
Coppell, Texas
SAMPLE February 17, 2000
CONTRACTOR: Dal Mac
TICKET NO.: 83559
AMBIENT TEMP. (°F): 62
CONCRETE TEMP. (°F) (ASTM C-'1064): 69
TIME BATCHED: 6:15
TIME SAMPLED: 7:00
WEATHER CONDITION:
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 71956
MIX ID NUMBER: 16
AIR (%) (ASTM C-23t):
WATER ADDED (gal): 0
Partly cloudy SLUMP (in.) (ASTM C-143): 4.5
SLab, upper area of Area C of Multi purpose Building at southwest
corner
- CONCRETE CYLINDER COMPRESSIVE STRENGTH li::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 648 7 02/24/00 87000 3080 3000/28 days
~ CHC 649 28 03/16/00 118000 4170
CHC 650 28 03/16/00 120000 4250
CHC 651 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:
David Putman
FUGRO SOUTH INC.
Reviewed B~~"'"~'~~
SMH/rm
Distribution:
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
IGiiO
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, cio Dal - Mac Construction Co. Report Date: March 17, 2000
PROJECT: Coppell High School, Multi Purpose Building Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: February 17, 2000
CONTRACTOR: Dal Mac
TICKET NO.: 83543
AMBIENT TEMP. (°F): 65
CONCRETE TEMP. (°F) (ASTM C.1064): 73
TIME BATCHED: 3:25
TIME SAMPLED: 4:10
WEATHER CONDITION:
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/1040
MIX ID NUMBER: 16
AIR (%) (ASTM C-231):
WATER ADDED (gal): 5
Partly cloudy SLUMP (in.) (ASTM C.143): 4
Slab, upper area of Area C of the Multi Purpose Building, 40 feet west,
75 feet south from northeast comer
' 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 640 7 02/24/00 107000 3790 3000/28 days
CHC 641 28 03/16/00 142000 5020
CHC 642 28 03/16/00 144000 5090
CHC 643 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: David Putman
FUGRO SOUTH INC.
Reviewed By: ~
SMH/rm
Distribution:
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: March 17, 2000
Project No.: 0791-2208
SAMPLE DATE: February 17, 2000
CONTRACTOR: Dal Mac
TICKET NO.: 83538
AMBIENT TEMP. (°F): 67
CONCRETE TEMP. (°F) (ASTM C-'1064): 73
TIME BATCHED: 2:49
TIME SAMPLED: 3:20
WEATHER CONDITION: Partly cloudy
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/1045
MIX ID NUMBER: 16
AIR (%) (ASTM C.231):
WATER ADDED (gal): 5
SLUMP (in.) (ASTM C-'143) .' 4.5
Slab, upper area of Area C of Multi Purpose Building, 20 feet south, 5
feet west from northeast corner
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 636 7 02/24/00 98000 3470 3000/28 days
CHC 637 28 03/16/00 132000 4670
CHC 638 28 03/16/00 135000 4780
CHC 639 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: David Putman
SMH/rm
Distribution:
FUGRO SOUTH INC.
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: Coppell lSD, cio Dal- Mac Construction Co. Report Date: March 17, 2000
PROJECT: Coppell High School, Multi Purpose Building Project NO.: 0791-2208
Coppell, Texas
SAMPLE DATE: February 17, 2000
CONTRACTOR: Dal Mac
TICKET NO.: 83548
AMBIENT TEMP. (°F): 66
CONCRETE TEMP. (°F) (ASTM C.1064): 72
TIME BATCHED: 4:23
TIME SAMPLED: 5:05
WEATHER CONDITION:
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattermore
PLANT/TRUCK: 7/938
MIX ID NUMBER: 16
AIR (%) (ASTM C-231):
WATER ADDED (gal): 0
Partly cloudy SLUMP (in.) (ASTM C-143): 4
Slab, upper area of Area C of Multi Purpdse Building 45 feet east, 100
feet south from northwest corner
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 644 7 02/24/00 88000 3110 3000/28 days
CHC 645 28 03/16/00 127000 4490
CHC 646 28 03/16/00 125000 4420
CHC 647 Hold
Fracture mode is (A) unless othem/ise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~] [~ [~1 ['"]
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: David Putman
FUGRO SOUTH INC.
Reviewed By: ~
SMH/rm
Distribution:
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