SC-CFBISD Riverchase-LR000119FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 820-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const.
Riverchase Elementary School, Coppell, Texas
REPORT DATE: January 19, 2000
PROJECT NO: 0791-2184
SAMPLE DATE: January 10, 2000
CONTRACTOR: Striland
TICKET NO.: 454673
AMBIENT TEMP. (°F): 48
CONCRETE TEMP. (°F) (ASTM C-1064): 59
TIME BATCHED: 7:30 am
TIME SAMPLED: 8:15 am
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-23'1):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143):
Slab on deck Area C, 50 feet north, 100 feet east of southwest corner
of Area C
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 251 7 01/17/00 81000 2870 4000/28 days
REC 252 28 02/07/00
REC 253 28 02/07/00
REC 254 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof k-"71 r'T'l I-'71 r--3
Curing: Methods: ASTM C-39 Fracture: A[/~'J ~ ~ UB 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 19, 2000
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: January 10, 2000
CONTRACTOR: Striland
TICKET NO.: 454668
AMBIENT TEMP. (°F): 41
CONCRETE TEMP. (°F) (ASTM C.'1064): 55
TIME BATCHED: 5:10 am
TIME SAMPLED: 6:35 am
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143):
Pioneer
29/1806
9704
5
4.50
Slab on deck, Area C, 10 feet north, 95 feet east of southwest corner
of Area C
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)
REC 247 7 01/17/00 108000 3820 4000/28 days
REC 248 28 02/07/00
REC 249 28 02/07/00
REC 250 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof J~ IT11~1 r'-i
Curing: Methods: ASTM C-39 Fracture: AV~J [J~ V~UB 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:
PROJECT:
Carrollton-Farmers Branch lSD, cio DaI-Mac Const.
Riverchase Elementary School, Coppell, Texas
REPORT DATE: January 19, 2000
PROJECT NO: 0791-2184
SAMPLE DATE: January 10, 2000
CONTRACTOR: Striland
TICKET NO.: 454664
AMBIENT TEMP. (°F): 44
CONCRETE TEMP. (°F) (ASTM C-1064): 58
TIME BATCHED: 4:13 am
TIME SAMPLED: 5:20 am
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Pioneer
PLANT/TRUCK: 29/752
MIX ID NUMBER: 9704
AIR (%) (ASTM C-231):
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-143): 4.50
Slab on deck, Area C, 30 feet south, 100 feet west of northeast corner
of Area C
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 243 7 01/17/00 109000 3860 4000/28 days
REC 244 28 02/07/00
REC 245 28 02/07/00
REC 246 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof I~"~ I-I"1 1-711-'3
Curing: Methods: ASTM C-39 Fracture: A["~ ~ ~ UB 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