SC-CFBISD Riverchase-LR000128FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972)484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF MORTAR CUBES
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const.
Riverchase Elementary School, Coppell, Texas
Report Date: January 28, 2000
Project No.: 0791-2184
SAMPLE DATE: January 19, 2000
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results / Remarks:
C & D Masonry
ASTM C-109
Q-15 Course10
12:15
Type S
Time Sampled: 12:35
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq, in.) (lbs.) *, * (Psi) ~. (psi/days)
REC 217 7 01/26/00 4.0 8870 2220 1800/28
REC 218 7 01/26/00 4.0 8750 2190
REC 219 7 01/26/00 4.0 8420 2110
REC 220 28 02/16/00 4.0
REC 221 28 02/16/00 4.0
REC 222 28 02/16/00 4.0
Remarks:
Mike Flute
Technician
SMH/rm
Distribution:
DaI-Mac Construction - Jason~illard
City of Coppell - Larry Davis
/
SHW Group - Joe Craddock
Carrollton - Farmers Branch lSD - Tom Bell
FUGRO SOUTH INC.
Reviewed By:
Dal-Uac Construction - Naie Payne
City of Coppell - Lee Stone
SHW Group - Terry Hoyle
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const.
PROJECT: Riverchase Elementary School, Coppell, Texas
REPORT DATE: January 28, 2000
PROJECT NO: 0791-2184
SAMPLE DATE: December 30, 1999
CONTRACTOR: Striland
TICKET NO.: 454434
AMBIENT TEMP. (°F): 45
CONCRETE TEMP. (°F) (ASTM C-1064): 58
TIME BATCHED: 6:20 am
TIME SAMPLED: 7:15 am
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Pioneer
PLANT/TRUCK: 29/31
MIX ID NUMBER: 9704
AIR (%) (ASTM C-23'1):
WATER ADDED (gal): 15
SLUMP (in.) (ASTM C-143): 5
Slab on deck, Area A, 30 feet north, 25 feet east of southwest corner
of Area A
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)
REC 231 7 01/06/00 96210 3400 4000/28 days
REC 232 28 01/27/00 118000 4170
REC 233 28 01/27/00 115000 4070
REC 234 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ ~ ~ D
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Michael Overstreet
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~
DaI-Mac Construction - Jason Lillard
DaI-Mac Construction - Nate Payne
City of Coppell - Larry Davis
City of Coppell - Lee Stone
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
Carrollton - Farmers Branch lSD - Tom Bell
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Carrollton-Farmers Branch lSD, cio DaI-Mac Const. REPORT DATE: January 28, 2000
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: December 30, 1999
CONTRACTOR: Striland
TICKET NO.: 454428
AMBIENT TEMP. (°F): 41
CONCRETE TEMP. (°F) (ASTM C-1064): 55
TIME BATCHED: 4:45 am
TIME SAMPLED: 5:45 am
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Pioneer
PLANT/TRUCK: 29/8
MIX ID NUMBER: 9704
AIR (%) (ASTM C-23'1):
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-143): 5
Slab on deck, Area A, 30 feet south, 60 feet west of northeast corner
of Area A
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)
REC 227 7 01/06/00 98800 3490 4000/28 days
REC 228 28 01/27/00 132000 4670
REC 229 28 01/27/00 134000 4740
REC 230 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:
SMH/rm
Distribution:
Michael Overstreet
FUGRO SOUTH INC.
Reviewed By: ~
DaI-Mac Construction - Jason Lillard
DaI-Mac Construction - Nate Payne
City of Coppell - Larry Davis
City of Coppell - Lee Stone
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
Carrollton - Farmers Branch lSD - Tom Bell
FUGRO SOUTH, INC.
aa--r?GRo
2880 Virgo Lane; Dallas, Texas 75229
Ph (972)484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const.
Riverchase Elementary School, Coppell, Texas
REPORT DATE: January 28, 2000
PROJECT NO: 0791-2184
SAMPLE DATE: December 30, 1999
CONTRACTOR: Striland
TICKET NO.: 454424
AMBIENT TEMP. (°F): 43
CONCRETE TEMP. (°F) (ASTM C.1064): 50
TIME BATCHED: 3:45 am
TIME SAMPLED: 4:30 am
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Pioneer
PLANT/TRUCK: 29/31
MIX ID NUMBER: 9704
AIR (%) (ASTM C-231):
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-143): 5
Slab on deck, Area A, 20 feet north, 40 feet west of southeast comer
of Area A
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)
REC 223A 7 01/06/00 95790 3390 4000/28 days
REC 224A 28 01/27/00 .- 124000 4390
REC 225A 28 01/27/00 126000 4460
REC 226A 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: Michael Overstreet
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By:.
DaI-Mac Construction - Jason Lillard
DaI-Mac Construction - Nate Payne
City of Coppell - Larry Davis
City of Coppell - Lee Stone
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
Carrollton - Farmers Branch lSD - Tom Bell