SC-CFBISD Riverchase-LR000110FUGRO 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. REPORT DATE: January 10, 2000
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: December 30, 1999
CONTRACTOR: Striland
TICKET NO.: 454424
AMBIENT TEMP. (°F): 43
CONCRETE TEMP. (°F) (AS?M C.t064): 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.~43): 5
Slab on deck, Area A, 20 feet north, 40 feet west of southeast 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 Idays) TESTED (pounds) (psi) (psi)
REC 223A 7 01/06/00 95790 3390 4000/28 days
REC 224A 28 01127/00
REC 225A 28 01/27/00
REC 226A Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM 0-143, Typesof ~;;~ ["~"] r--~ r-]
Curing: Methods: ASTM C-39 Fracture: AIC31 V~I VI I lB C D
REMARKS:
Technician: Michael Overstreet
FUGRO SOUTH INC.
SMH/br
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, c/o DaI-Mac Const.
Riverchase Elementary School, Coppell, Texas
REPORT DATE: January 10, 2000
PROJECT NO: 0791-2184
SAMPLE DATE: December 10, 1999
CONTRACTOR: Dal Can
TICKET NO.: 426739
AMBIENT TEMP. (°F): 37
CONCRETE TEMP. (°F) (ASTM C-10S4): 58
TIME BATCHED: 4:17
TIME SAMPLED: 5:00
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-~43):
Slab on deck on grid lines AA. 5 at 4.5
Pioneer
27/923
9704
10
5.50
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 213 7 12/17/99 118930 4210 4000/28 days
REC 214 28 1/07/00 141000 4990
REC 215 28 1/07/00 143000 5060
REC 216 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM 0-143, Types°f [~ [~ [~I D
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Bob Shea
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: Carroliton-Farmers Branch lSD, c/o DaI-Mac Const.
PROJECT: Riverchase Elementary School, Coppell, Texas
REPORT DATE: January 10, 2000
PROJECT NO: 0791-2184
SAMPLE DATE: December 10, 1999
CONTRACTOR: Dal Can
TICKET NO.: 385771
AMBIENT TEMP. (°F): 36
CONCRETE TEMP. (°F) (ASTM C-1064): 58
TIME BATCHED: 5:50
TIME SAMPLED: 6:30
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Pioneer
PLANT/TRUCK: 29/752
MIX ID NUMBER: 9704
AIR (%) (ASTM C-231):
WATER ADDED (gal): 15
SLUMP (in.) (ASTM C-143): 5
Slab on deck on grid lines Z.5 at 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)
REC 217 7 12/17/99 108950 3850 4000/28 days
REC 218 28 1/07/00 125000 4420
REC 219 28 1/07/00 127000 4490
REC 220 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM 0-31 Testing ASTM C-143. Typesof ~] ~ ~ ~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Bob Shea
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, c/o DaI-Mac Const. REPORT DATE: January 10, 2000
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: December 10, 1999
CONTRACTOR: Dal Can
TICKET NO.: 385772
AMBIENT TEMP. (°F): 40
CONCRETE TEMP. (°F) (ASTM C.1064): 60
TIME BATCHED: 7:10
TIME SAMPLED: 8:15
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
pLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (As'r~a c-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143):
Slab on deck grid lines AE.5 at 12
Pioneer
29/1880
9704
0
5.50
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square Inches
TOTAL COMPRESSIVE SPECIt-i~.~ COMPRESSIVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
REC 221 7 12/17/99 101310 3580 4000/28 days
REC 222 28 1/07/00 119000 4210
REC _~R 28 1/07/00 117000 4140
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: Bob Shea
FUGRO SOUTH INC.
Reviewed By: ~-
SMH/rm
Distribution:
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