SC-CFBISD Riverchase-LR000111FUGRO SOUTH, INC.
-r-u6mEi
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 11, 2000
PROJECT NO: 0791-2184
SAMPLE DATE: December 30, 1999
CONTRACTOR: Striland
TICKET NO.: 453226
AMBIENT TEMP. (°F): 50
CONCRETE TEMP. (°F) (ASTM C.t0S4): 56
TIME BATCHED: 7:25 am
TIME SAMPLED: 8:10 am
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Pioneer
PLANT/TRUCK: 22/842
MIX ID NUMBER: 9704
AIR (%) (ASTM C.231):
WATER ADDED (gal): 5
SLUMP (in.) (ASWa C-t43): 5
Slab on deck, Area A, 10 feet south, 15 feet east of northwest 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 235 7 01/06/00 90170 3190 4000/28 days
REC 236 28 01/27/00
REC 237 28 01/27/00
REC 238 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof [~] ~ ~
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Michael Overstreet
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: r _t
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 11, 2000
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: December 30, 1999
CONTRACTOR: Striland
TICKET NO.: 454434
AMBIENT TEMP. (°F): 45
CONCRETE TEMP. (°F) (ASl~ c.tes4): 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-231):
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
REC 233 28 01/27/00
REC 234 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~1 r-~ [-~ [---~
curing: Methods: ASTM C-39 Fracture: AE.31 VXI VI I lB 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.
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 11,2000
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: December30, 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-231):
WATER ADDED (gal): 10
SLUMP (in.) (ASTra C.143): 5
Slab on deck, Area A, 30 feet south, 60 feet west of northeast 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 227 7 01/06/00 98800 3490 4000/28 days
REC 228 28 01/27/00
REC ~.q 28 01/27/00
REC 230 Hold
Fracture mode is (A) unless otherwise noted
Making & ASTM C-31 Testing ASTM C-143. Typesof r~ r-~ r--~ r'--~
Specifications:
Curing: Methods: ASTM C-39 Fracture: AY.-~l V_..~ Y_J [~IB 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, c/o DaI-Mac Const.
PROJECT: Riverchase Elementary School, Coppell, Texas
REPORT DATE: January 11, 2000
PROJECT NO: 0791-2184
SAMPLE DATE: December 30, 1999
CONTRACTOR: Striland
TICKET NO.: 453226
AMBIENT TEMP. (°F): 50
CONCRETE TEMP. (°F) (AST~ C-10S4): 56
TIME BATCHED: 7:25 am
TIME SAMPLED: 8:10 am
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Pioneer
PLANT/TRUCK: 22/842
MIX ID NUMBER: 9704
AIR (%) (ASTM C-231):
WATER ADDED (gal): 5
SLUMP (in.) (ASTM C-143): 5
Slab on deck, Area A, 10 feet south, 15 feet east of northwest 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 235 ' 7 01/06/00 90170 3190 4000/28 days
REC 236 28 01/27/00
REC 237 28 01/27/00
REC 238 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: 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, c/o DaI-Mac Const. REPORT DATE: January 11,2000
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: December 30, 1999
CONTRACTOR: Striland
TICKET NO.: 454434
AMBIENT TEMP. (°F): 45
CONCRETE TEMP. (°F) (ASWa 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
REC 233 28 01/27/00
REC 234 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM 0-143. 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.
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 11, 2000
PROJECT NO: 0791-2184
SAMPLE DATE: December30, 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-231) -'
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 01106/00 98800 3490 4000/28 days
REC 228 28 01/27/00
REC 229 28 01/27/00
REC 230 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: 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.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: January 11, 2000
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: December 10, 1999
CONTRACTOR: Dal Can
TICKET NO.: 426737
AMBIENT TEMP. (°F): 40
CONCRETE TEMP. (°F) (ASTra C-1064): 59
TIME BATCHED: 4:00
TIME SAMPLED: 4:30
WEATHER CONDITION:
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Pioneer
PLANT/TRUCK: 27/823
MIX ID NUMBER: 9704
AIR (%) (ASTra C-231):
WATER ADDED (gal): 0
5
Clear SLUMP (in.) (ASTM C-143):
Slab on deck on grid lines AC.3 at 2.3
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 209 7 12/17/99 111370 3940 4000/28 days
REC 210 28 1/07/00 131000 4630
REC 211 28 1/07/00 129000 4560
REC 212 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C. 143, Typesof ~] [~ [~ ~-'j
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.
CLIENT:
PROJECT:
2880 virgo Lane; Dallas. Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
OBSERVATION OF CONCRETE PLACEMENT
Carrollton-Farmers Branch lSD, cio DaI-Mac Const. REPORT DATE: January 11,2000
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: January 10, 2000
General Contractor: DaI-Mac
Method of Test:
Applicable ACI Recommendations and ASTM Standards
Results I Remarks:
Concrete placement observation was performed at the Slab on Deck - Entire slab area of Area "C"
following location:
Time placement began:
Time placement ended:
Total cubic yards placed:
Slump range (inches):
Slump required (inches):
Concrete supplier and plant:
Concrete temperature range (°F):
Strength required (psi/days):
Number of cylinders made:
Superplasticizer used:
4:15 a.m.
8:45 a.m.
185
4.0 - 6.0
5.0
Pioneer - Plant No. 79
55 - 60°F
4000/28
16
No
Michael Overstreet
Fugro South Technician
FUGRO SOUTH, INC.
SMH/bg
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