SC-CFBISD Riverchase-LR 990922~ 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: September 22, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas 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: Paving:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 31/630
MIX ID NUMBER: 8273
AIR (%) (ASTM C-23'1): 4.6
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 3
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
CYLINDER 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
REC 35 28 10/13/99
REC 36 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] ~] 0 ~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
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) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: September 22, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 15, 1999
CONTRACTOR: JRJ Paving
TICKET NO.: 1411931
AMBIENT TEMP. (°F): 83
CONCRETE TEMP. (°F) (ASTM C-t0S4): 88
TIME BATCHED: 10:41
TIME SAMPLED: 12:00
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 31
MIX ID NUMBERi
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 3500128 days
REC 30 28 10/13/99
REC 31 28 10/13/99
REC 32 Hold
Fracture mode is (A) unless o~envise 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/rm
Distribution:
Reviewed By: /I
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: September 22, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 15, 1999
CONTRACTOR: JRJ Paving
TICKET NO.: 1411539
AMBIENT TEMP. (°F): 70
CONCRETE TEMP. (°F) (ASTM C.1064): 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
CYENDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER Idays) TESTED (pounds) (psi) (psi)
REC 25 7 09/22/99 119000 4210 3500/28 days
REC 26 28 10/13/99
REC 27 28 10/13/99
REC 28 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/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 Hoyie
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: September 22, 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 CONDITION: 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.) (A~TM C-t43): 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
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
REC 21 7 09/27../99 118000 4170 3500/28 days
REC 22 28 10/13/99
REC 23 28 10/13/99
REC 24 Hold
Fracture mode is (A) unless olhen~ise noted
Specifications: Making & ASTM 0-31 T.ting ASTM C-143, Typesof ~;;~ ~-] ~'-~ F'"
Curing: Methods: ASTM C-39 Fracture: AI/XJ ~'"~ [/] L_JB C D
REMARKS:
Technician: Mike Flute
SMH/rm
Distribution:
FUGRO SOUTH INC.
Reviewed By:, r~
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) 4~1-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF GROUT CUBES
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const.
Riverchase Elementary School, Coppell, Texas
Report Date: September 22, 1999
Project No.: 0791-2184
SAMPLE DATE: August 24, 1999
General Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
DaI-Mac Construction / Berkel
ASTM C-109
Piers D-138 and D-139
2:20 PM
Type 9000B
Time Sampled: 2:30 PM
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE: ! REQUIRED
NUMBER TESTED LOAD STRENGTH!STRENGTH
(days) . (sq~ in,) (lbs.) (psi) (PSFdays)
REC 45 3 8/27/99 4.0 16930 4233 4000/28
REC 46 3 8/27/99 4.0 16890 4223
REC 47 10 9/03/99 4.0 26810 6703
REC 48 10 9/03199 4.0 26530 6633
REC 49 28 9/21/99 4.0 28830 7208
REC 50 28 9/21/99 4.0 29040 7260
REC 51 Hold 4.0
REC 52 Hold 4.0
REC 53 Hold 4.0
Remarks:
Jose Rivera
Fugro South Technician
FUGRO SOUTH INC,
SMH/rm
Distribution:
Reviewed B~
DaI-Mac Construction - Jaso/n 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