SC-CFBISD Riverchase-LR 991117FUGRO 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 17, 1999
Riverchase Elementary School, Coppell, Texas Project NO.: 0791-2184
SAMPLE DATE: November9, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
Dal Mac
ASTM C- 109
Gymnasium east wall Row 42 to the top
7:20 am Time Sampled:
Type S
7:25 am
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (psi/days)
REC 169 7 11116/99 4.0 6740 1685 1800/28
REC 170 7 11/16/99 4.0 6850 1710
REC 171 7 11/16/99 4.0 6915 1730
REC 172 28 12/07/99 4.0
REC 173 28 12107/99 4.0
REC 174 28 12/07/99 4.0
Remarks:
Temperature: Mortar 66°
Temperature: Ambient 68°
William Granger
Technician
SMH/rm
Distribution:
DaI-Mac Construction - Jason Lillard
City of Coppeil - 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
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane;
Ph (972) 484-8301;
COMPRESSIVE STRENGTH OF MORTAR CUBES
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const.
Riverchase Elementary School, Coppell, Texas
Dallas, Texas 75229
Fax (972) 620-7328
Report Date: November 17, 1999
Project No.: 0791-2184
SAMPLE DATE: November 8, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
Dal Mac
ASTM C-109
Gymnasium east wall row 37 up
11:35 am Time Sampled:
Type S
11:41 am
SAMPLE AGE DATE AREA 'APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (psi/da)ts)
REC 163 7 11/15/99 4.0 8550 2140 1800/28
REC 164 7 11/15/99 4.0 8375 2090
REC 165 7 11/15/99 4.0 8420 2110
REC 166 28 12/06/99 4.0
REC 167 28 1 ?-J06/99 4.0
REC 168 28 12/06/99 4.0
Remarks:
Temperature: Mortar 80°
Temperature: Ambient 84°
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 Hoyle
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, c/o DaI-Mac Const. Report Date: November 17, 1999
Riverchase Elementary School, Coppell, Texas Project No.: 0791-2184
SAMPLE DATE: November 5, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
Dai Mac
ASTM C-109
South side of gymnasium 18th row
11:05 am Time Sampled:
Type S
11:10 am
'SAMPLE AGE DATE AREA APPLIED coMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (psi/days)
REC 157 7 11/12/99 4.0 6650 1660 1800/28
REC 158 7 11/1 2/99 4.0 6715 1680
REC 159 7 11/1 2/99 4.0 6850 1710
REC 160 28 12/03/99 4.0
REC 161 28 12/03/99 4.0
REC 162 28 12/03/99 4.0
Remarks:
Temperature: Mortar 76°
Temperature: Ambient 74°
William Granger
Technician
FUGRO SOUTH INC.
SMH/rrn
Distribution:
DaI-Mac Construction - Jason Lillard
City of Coppetl - 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
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. Report Date: November 17, 1999
Riverchase Elementary School, Coppell, Texas Project No.: 0791-2184
SAMPLE DATE: November 4, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
Dal Mac
ASTM C-109
East wall of gymnasium, 9th and 10th coarses
12:05 Time Sampled:
Type S
12:15
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (psi/days)
REC 151 7 11/11/99 4.0 11060 2770 1800/28
REC 152 7 11/11/99 4.0 11035 2760
REC 153 7 11/11/99 4.0 11000 2750
REC 154 28 12/02/99 4.0
REC 155 28 12/02/99 4.0
REC 156 28 12/02/99 4.0
Remarks:
John Gipson
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
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: November 17, 1999
Project No.: 0791-2184
SAMPLE DATE: October 19, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results / Remarks:
Dal Mac
ASTM C-109
North side of gymnasium 30 up all across
11:20 am Time Sampled:
Type S
11:30 am
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (psi/days)
, REC 79 7 10/26/99 4.0 8750 2188 1800/28
REC 80 7 10/26/99 4.0 8600 2150
REC 81 7 10/26/99 4.0 8570 2143
REC 82 28 11/16/99 4.0 10420 2610
REC 83 28 11/16/99 4.0 10800 2700
REC 84 28 11/16/99 4.0 10560 2640
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 Hoyle
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.
PROJECT: Riverchase Elementary School, Coppell, Texas
Report Date: November 17, 1999
Project No.: 0791-2184
SAMPLE DATE: October 19, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
GROUT TEMP. (°F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac
74
72
10:20 am
10:30 am
Partly cloudy
GROUT SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231)
WATER ADDED:
SLUMP (inches) (ASTM C-143)
North side of gymnasium 30 up all across
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 45 7 10/26/99 17090 2417 2500/28 days
REC 46 7 10/22/99 17910 2533
REC 47 28 11/16/99 27830 3940
REC 48 28 11/16~99 27350 3870
Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39
Cudng:
REMARKS:
Technician: William Granger
FUGRO SOUTH, INC.
Reviewed By: ~
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