SC-CFBISD Riverchase-LR 991025FUGRO 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.
PROJECT: Riverchase Elementary School, Coppell, Texas
Report Date: October 25, 1999
Project No.: 0791-2184
SAMPLE DATE: October 14, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F): 88
GROUT TEMP. (°F): 84
TIME BATCHED: 10:35
TIME SAMPLED: 10:45
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
Dal Mac
GROUT SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (Aswa c-231)
WATER ADDED:.
SLUMP (Inches) (ASwa C-143)
7 course 9 blocks from both northeast and northwest corner on north side
gymnasium
GROUT CYLINDER COMPRESSIVE STRENGTH TEsTs '
Standard 3" x 6", 7.07 square inches
CYUNDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE
NUMBER (days) TESTED (pounds) STRENGTH STRENGTH
(psi) (ps~)
REC 33 7 10/21/99 24030 3399 2500/28 days
REC 34 7 10/21/99 24260 3431
REC 35 28 11/11/99
REC 36 28 11/11/99
Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM c-3g
C~rin~: ....
REMARK~
Technician: William Granger
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
DaI-Mac Construction - Nate Payne
City of Coppell - Lee Stone
SHW Group - Terry Hoyle
FUGRO 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: October 25, 1999
Project No.: 0791-2184
SAMPLE DATE: October 14, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
Dal Mac
ASTM C-109
Gymnasium coarse 7 9 blocks from both northeast and northwest corner of north side
10:35 Time Sampled: 10:50
Type S
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(da)rs) (sq. in.) (lbs.), (psi) (psi/days)
REC 61 7 10/21/99 4.0 8810 2203 1800/28
REC 62 7 10/21/99 4.0 8640 2160
REC 63 7 10/21/99 4.0 8700 2175
REC 64 28 11/11/99 4.0
REC 65 28 11/11/99 4.0
REC 66 28 11/11/99 4.0
Remarks:
William Granger
Technician
SMH/rm
Distribution:
DaI-Mac Construction - Jason Lillard
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 Hoyie
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 25, 1999
PROJECT NO: 0791-2184
SAMPLE DATE: October 14, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Striland Construction
353616 CONCRETE SUPPLIER: Pioneer
91 PLANT/TRUCK: 27~823
82 MIX ID NUMBER: 9351
11:45 am AIR (%) (ASTM C-231):
12:10 pm WATER ADDED (gal): 10
Clear SLUMP (in.) (ASTM C-143): 5
Grade beam, grid 15xJ-W
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 177 7 10/21/99 75000 2650 3000/28 days
REC 178 28 11/11/99
REC 179 28 11/11/99
REC 180 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: William Granger
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:
PROdECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 4848301; 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: October 25, 1999
Project No.: 0791-2184
SAMPLE DATE: October 6, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
Dal Mac
ASTM C-109
South side gymnasium wall 20th course
8:40 Time Sampled:
Type S
8:55
SAM~ AGE DATE AREA APPLIED COMPRESSIVE R EQUIRED,'
NUMBER TESTED LOAD STRENGTH :STRENGTH
(days) (sq. in.) (lbs,) (p=-!) (psi/days)
REC 25 7 10/13/99 4.0 12840 3210 1800/28
REC 26 7 10/13/99 4.0 12650 3160
REC 27 7 10/13/99 4.0 12730 3180
REC 28 28 11/03/99 4.0
REC 29 28 11/03/99 4.0
REC 30 28 11/03/99 4.0
Remarks:
David Putman
Technician
SMH/rm
Distribution:
DaI-Mac Construction - Jason Lillard
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 Hoyle