SC-CFBISD Riverchase-LR 991014FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; F~x (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: October 14, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 15, 1999
CONTRACTOR: JRJ Paving
TICKET NO.: 1411336
AMBIENT TEMP. (°F): 69
CONCRETE TEMP. (°F) (ASTM C-1064): 74
TIME BATCHED: 6:14
TIME SAMPLED: 7:12
WEATHER CON DITION: Dark
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 31/419
MIX ID NUMBER: 8273
AIR (%) (ASWa C-231): 3.5
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 4 1/4
Fire lane along east side of school (west half), sampled at station 8+10
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
REC 21 7 09/22/99 118000 4170 3500/28 days
REC 22 28 10/13~99 164000 5800
REC 23 28 10/13~99 162000 5730
REC 24 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: Mike Flute
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
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: October 14, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 15, 1999 I
CONTRACTOR: JRJ Paving
TICKET NO.: 1411539
AMBIENT TEMP. (°F): 70
CONCRETE TEMP. (°F) (ASTM C-10S4): 74
TIME BATCHED: 7:30
TIME SAMPLED: 8:15
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 31/737
MIX ID NUMBER: 8273
AIR (%) (ASTM C.231): 3 1/4
WATER ADDED (gal): 5
SLUMP (in.) (ASTM C-143): 4.50
Fire lane along east side of school (west half), station 5+17
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 25 7 09/22/99 119000 4210 3500/28 days
REC 26 28 10/13/99 152000 5380
REC 27 28 10/13/99 150000 5310
REC 28 Hold
Fracture mode is (A) unless othenvise noted
Specifications: Making & ASTM C-31 Testing ASTM C.143, Typesof [~ [~ [~D
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Mike Flute
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
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texa~ 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: October 14, 1999
PROJECT NO: 0791-2184
SAMPLE DATE: September 15, 1999
CONTRACTOR: JRJ Paving
TICKET NO.: 1411931
AMBIENT TEMP. (°F): 83
CONCRETE TEMP. (°F) (ASTM C.10~4): 88
TIME BATCHED: 10:41
TIME SAMPLED: 12:00
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 31
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 4
Fire lane along east side of school (west half), sampled at station 3+00
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 29 7 09/22/99 110000 3890 3500/28 days
REC 30 28 10/13/99 148000 5240
REC 31 28 10/13/99 151000 5340
REC 32 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: Mike Flute
SMH/bg
Distribution:
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: October 14, 1999
PROJECT NO: 0791-2184
SAMPLE DATE: September 15, 1999
CONTRACTOR: Dal Mac
TICKET NO.: 1412148
AMBIENT TEMP. (°F): 85
CONCRETE TEMP. (°F) (ASTM C-1064): 89
TIME BATCHED: 12:16
TIME SAMPLED: 1:15
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 31/630
MIX ID NUMBER: 8273
AIR (%) (ASTM C-231): 4.6
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-~43): 3
Paving: Fire lane left half on east side, station 1+30
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYENDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
REC 33 7 09/22/99 113000 4000 3500/28 days
REC 34 28 10/13/99 146000 5160
REC 35 28 10/13/99 144000 5090
REC 36 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM 0-31 Testing ASTM C-143, Typesof [~] [~] [~ r--
cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/bg
Distribution:
Greg Forsythe
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) 520-7328
CLIENT:
PROJECT:
OBSERVATION OF CONCRETE PLACEMENT
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: October 14, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: October 11, 1999
General Contractor: DaI-Mac
Method of Test:
Applicable ACI Recommendations and ASTM Standards
Results I Remarks:
Concrete placement observation was performed at the
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:
Sidewalk along the north side of Starleaf Drive. Also
Grade Beam in Area D on Grid Lines W from 12 to
18.5
11:30 a.m.
3:00 p.m.
52
5to5
3-5
Pioneer - Plant No. 29
80°F
3000~28
4
No
Frank Daniel
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