SC-CFBISD Riverchase-LR 991103FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF MORTAR CUBES
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const.
Riverchase Elementary School, Coppell, Texas
Report Date: November 3, 1999
Project No.: 0791-2184
SAMPLE DATE: October 5, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results / Remarks:
Dal Mac
ASTM C-109
27th course on east wall of gymnasium
1:15 Time Sampled:
Type S
1:20
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (psi/days)
REC 19 7 10/12/99 4.0 12230 3060 1800/28
REC 20 7 10/12/99 4.0 12480 3120
REC 21 7 10/12/99 4.0 12310 3080
REC 22 28 11/02/99 4.0 20540 5140
REC 23 28 11/02/99 4.0 20460 5120
REC 24 28 11/02/99 4.0 20720 5180
Remarks:
William Putman
Technician
SMH/rm
Distribution:
DaI-Mac Construction - JasoryLillard
City of Coppell - Larry Davis
SHW Group - Joe Craddock
Carrollton - Farmers Branch lSD - Tom Bell
FUGRO SOUTH INC.
Reviewed By: ~
DaI-Mac Construction - Nate Payne
City of Coppell - Lee Stone
SHW Group - Terry Hoyte
FUGRO SOUTH, INC.
2880 virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF GROUT CYLINDERS
CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. Report Date: November 3, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas Project No.: 0791-2184
SAMPLE DATE: October 5, 1999
Dal Mac
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F): 84
GROUT TEMP. (°F): 79
TIME BATCHED: 1:00
TIME SAMPLED: 1:15
WEATHER CONDITION: Partly cloudy
LOCATION OF PLACEMENT:
GROUT SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-23'1)
WATER ADDED:
SLUMP (inches) (ASTM C-143)
East wall of gymnasium 27th course from bottom
On Site
0
8.5
GROUT CYLINDER COMPRESSIVE STRENGTH TESTS ' '
Standard 3" x 6", 7.07 square inches
CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE
NUMBER (days) TESTED (pounds) STRENGTH STRENGTH
(psi) (psi)
REC 13 7 10/12/99 27750 3920 2500/28 days
REC 14 28 11/02/99 33420 4730
REC 15 28 11/02/99 33680 4760
REC 16 Hold
Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143. ASTM C-39
Cudng:
REMARKS:
Technician: David Putman
SMH/rm
Distribution:
FUGRO SOUTH, INC.
Reviewed By: ,, ~
DaI-Mac Construction - Jason Lillard
City of Coppell - Larry Davis
SHW Group - Joe Craddock
Carrollton - Farmers Branch lSD - Tom Bell
DaI-Mac Construction - Nate Payne
City of Coppell - Lee Stone
SHW Group - Terry Hoyle
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: November 3, 1999
PROJECT: Riverchase Elementary School, Coppeil, Texas PROJECT NO: 0791-2184
SAMPLE DATE: October 5, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Stdland Construction
315372 CONCRETE SUPPLIER: Pioneer
79 PLANT/TRUCK: 29/728
84 MIX ID NUMBER: 9351
11:30 am AIR (%) (ASTM C-231): 3.7
12:15 am WATER ADDED (gal): 0
Clear/dry SLUMP (in.) (ASTM C-143): 4.5
Grade beam, Line 10 between F & K
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 153 7 10/12/99 104000 3680 3000/28 days
REC 154 28 11/02/99 118000 4170
REC 155 28 11/02/99 116000 4100
REC 156 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ [~ r-']
cudng: Methods: 'ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Dylan Whitehead
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
CLIENT:
PROJECT:
COMPRESSIVE STRENGTH OF MORTAR CUBES
Carrollton-Farmers Branch lSD, cio DaI-Mac Const. Report Date: November 3, 1999
Riverchase Elementary School, Coppell, Texas Project No.: 0791-2184
SAMPLE DATE: October 22, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results / Remarks:
Dal Mac
ASTM C-109
19th course locker room (gymnasium)
1:30 Time Sampled:
Type S
1:40
SAMPLE AGE DAYE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (scI. in.) (lbs.) (psi) (psi/days)
, , REC 97 7 10/29/99 4.0 13620 3405 1800/28
REC 98 7 10/29/99 4.0 13340 3335
REC 99 7 10/29/99 4.0 13500 3375
REC 100 28 11/19/99 4.0
REC 101 28 11/19/99 4.0
REC 102 28 11/19/99 4.0
Remarks:
Thomas Cranford
Technician
FUGRO SOUTH INC.
SMH/rm
Distribution:
DaI-Mac Construction - Jason Lillard
City of Coppell - Larry Davis
SHW Group - Joe Craddock
Carrollton - Farmers Branch lSD - Tom Bell
Reviewed By: ~
DaI-Mac Construction - Nate Payne
City of Coppell - Lee Stone
SHW Group - Terry Hoyle