SC-CFBISD Riverchase-LR 991105FUGRO 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 5, 1999
Riverchase Elementary School, Coppell, Texas Project No.: 0791-2184
SAMPLE DATE: October 7, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results / Remarks:
Dal Mac
ASTM C-109
25th course west side gymnasium wall
11:30 Time Sampled:
Type S
11:40
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
{days) {sq. in.) (lbs.) (psi) (psi/days)
REC 31 7 10/14/99 4.0 7700 1920 1800/28
REC 32 7 10/14/99 4.0 7590 1900
REC 33 7 10/14/99 4.0 7650 1910
REC 34 28 11/04/99 4.0 13870 3470
REC 35 28 11/04/99 4.0 13580 3400
REC 36 28 11/04/99 4.0 13610 3400
Remarks:
David Putman
Technician
SMH/rm
Distribution:
DaI-Mac Construction - Jaso~ 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 GROUT CUBES
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const.
Riverchase Elementary School, Coppell, Texas
Report Date: November 5, 1999
Project No.: 0791-2184
SAMPLE DATE: October 7, 1999
General Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
Dat-Mac Construction / Berkel
ASTM C-109
25th course west side gymnasium wall
11:20 Time Sampled:
Type
11:35
SAMPLE AGE DATE AREA 'APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. !n.) (lbs.) (psi) (psi/days)
REC 21 7 10/14199 4.0 25000 3540 2000/28
REC 22 28 11/04/99 4.0 38140 5400
REC 23 28 11/04/99 4.0 38210 5400
REC 24 Hold 4.0
Remarks:
William Putman
Fugro South Technician
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ,~"7~
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: November 5, 1999
PROJECT NO: 0791-2184
SAMPLE DATE: October 7, 1999
CONTRACTOR: Dal Mac
TICKET NO.: 1402100
AMBIENT TEMP. (°F): 79
CONCRETE TEMP. (°F) (ASTM C.1064): 73
TIME BATCHED: 7:38
TIME SAMPLED: 8:10
WEATHER CONDITION: Partly cloudy
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41/451
MIX ID NUMBER: 8273
AIR (%) (AST¥ C-231): 4.8
WATER ADDED (gal): 5
SLUMP (in.) (ASTM C-143): 4.25
Paving: 60 Feet south, 30 feet east from northeast comer of school
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER Idays) TESTED (pounds) (psi) (psi)
REC 157 4 10/11/99 90000 3180 3600/28 days
REC 158 7 10/14/99 110000 3890
REC 159 28 11/04/99 147000 5200
REC 160 28 11/04/99 149000 5270
Fracture mode is (A)'unless otherwise noted
Spedfications: Making & ASTM 0-31 Testing ASTM 0-143, Typesof [~ ~ 0~
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: David Putman
SMH/rm
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: November 5, 1999
PROJECT NO: 0791-2184
SAMPLE DATE: October 7, 1999
CONTRACTOR: Dal Mac
TICKET NO.: 1378308
AMBIENT TEMP. (°F): 83
CONCRETE TEMP. (°F) (ASTM C.1064): 75
TIME BATCHED: 8:37
TIME SAMPLED: 9:15
WEATHER CONDITION: Partly cloudy
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41/806
MIX ID NUMBER: 4.8
AIR (%) (ASTM C-231):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 4
Paving: 65 feet south, 120 feet east from northeast corner of school
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 161 4 10/11/99 81000 2870 3600/28 days
REC 162 7 10/14199 100000 3540
REC 163 28 11/04/99 123000 4350
REC 164 28 11/04/99 125000 4420
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof ~;~ FT'I ["~1 r~
curing: Methods: ASTM C-39 Fracture: A[/XJ VXJ V~ LJB c D
REMARKS:
Technician: David Putman
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.
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 5, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: October 7, 1999
CONTRACTOR: Dal Mac
TICKET NO.: 1378327
AMBIENT TEMP. (°F): 85
CONCRETE TEMP. (°F) (ASTM C-10~4): 74
TIME BATCHED: 10:25
TIME SAMPLED: 11:15
WEATHER CONDITION: Partly cloudy
LOCATION OF PLACEMENT: Paving:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41/804
MIX ID NUMBER: 8273
AIR (%) (ASTM C-231): 4.9
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-l~): 4.75
100 Feet south, 175 feet eas from northeast corner of school
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER Idays) TESTED (pounds) (psi) (psi)
REC 165 4 10/11/99 66000 2330 3600/28 days
REC 166 7 10/14/99 90000 3180
REC 167 28 11/04/99 109000 3860
REC 168 28 11/04/99 107000 3780
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM 0-31 Testing ASTM C. 143, Typesof [~ [~ [~1E~
, Curing:, Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: David Putman
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:
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 5, 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
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (psi/days)
REC 25 7 10/13199 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 15440 3860
REC 29 28 11/03/99 4.0 15210 3800
REC 30 28 11/03/99 4.0 15350 3840
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
FUGRO SOUTH, INC.
2880 virgo Lane; Dallas. Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF GROUT CYLINDERS
CLIENT: Carroliton-Farmers Branch lSD, c/o Dat-Mac Const. Report Date: November 5, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas Project No.: 0791-2184
SAMPLE DATE: October 6, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
GROUT TEMP. (°F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac
GROUT SUPPLIER:
83 PLANT/TRUCK:
80 MIX ID NUMBER:
8:50 AIR (%) (ASTM C-231)
9:00 WATER ADDED:
Partly cloudy SLUMP (inches) (ASTM C-143)
South side of gymnasium wall 20th course
On Site
GROUT CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 3" x 6", 7.07 square inches
CYLINDER AGE DATE TOTAL LOAD CO~iP~',ESSIVE REQUIRED COMPRESSIVE
NUMBER (days) TESTED (pounds) STRENGTH STRENGTH
(psi) (psi)
REC 17 7 10/13/99 19990 2830 2500/28 days
REC 18 28 11/03/99 34900 4940
. . REC 19 28 11/03/99 34740 4910
REC 20 Hold
Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39
Cudng:
REMARKS:
Technician: David Putman
FUGRO SOUTH, INC.
SMH/rm
Distribution:
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