SC-CFBISD Riverchase-LR 991115FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas. Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF GROUT CYLINDERS
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. Report Date: November 15, 1999
Riverchase Elementary School, Coppell, Texas Project No.: 0791-2184
SAMPLE DATE: October 15, 1999
CONTRACTOR: Dal Mac
TICKET NO.:
AMBIENT TEMP. (°F): 88
GROUT TEMP. (°F): 82
TIME BATCHED: 11:15 am
TIME SAMPLED: 11:30 am
WEATHER CONDITION:
LOCATION OF PLACEMENT:
GROUT SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231)
WATER ADDED:
Clear SLUMP (inches) (ASTM C-143)
Gymnasium north side, coarse 25, northeast and northwest ends
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 37 7 10/22/99 23670 3348 2500/28 days
REC 38 7 10/22/99 23490 3322
REC 39 28 11/12/99 24140 3410
REC 40 28 11/12/99 24700 3490
Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39
Curing:
REMARKS:
Technician: William Granger
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
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 15, 1999
Project No.: 0791-2184
SAMPLE DATE: October 18, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results / Remarks:
Dal Mac
ASTM C-109
Gymnasium south side coarse 3 and 19 blocks from southwest corner
10:40 Time Sampled: 10:45
Type S
SAMPLE AGE DA I r. AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (psi/days)
REC 73 7 10/25/99 4.0 8140 2035 1800/28
REC 74 7 10/25/99 4.0 8250 2062
REC 75 7 10/25/99 4.0 8370 2092
REC 76 28 11/15/99 4.0 10290 2570
REC 77 28 11/15/99 4.0 10715 2680
REC 78 28 11/15/99 4.0 10218 2550
Remarks:
William Granger
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:_~"'~ J
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 15, 1999
Project No.: 0791-2184
SAMPLE DATE: October 14, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
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
Results / Remarks: Type S
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(da~/s) . (scI. 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 13715 3430
REC 65 28 11/11/99 4.0 13550 3390
REC 66 28 11/11/99 4.0 13260 3320
Remarks:
William Granger
Technician
FUGRO SOUTH INC.
SMH/rm
Distribution:
DaI-Mac Construction - Jaso~ 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
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas. Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF GROUT CYLINDERS
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. Report Date: November 15, 1999
Riverchase Elementary School, Coppell, Texas 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 (%) (ASTM C-231)
WATER ADDED:
SLUMP (Inches) (ASTM C-143)
7 coarse 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
CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE
NUMBER (days) TESTED (pounds) STRENGTH STRENGTH
(psi) (psi)
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 38970 5510
REC 36 28 11/11/99 38580 5460
Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143. ASTM C-39
Curing:
REMARKS:
Technician: William Granger
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 Coppetl - 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:
PROJECT:
I
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: November 15, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: October 14, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-'lOIN):
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
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
REC 177 7 1021/99 75000 2650 3000/28 days
REC 178 28 11/11/99 101000 3570
REC 179 28 11/11/99 103000 3640
REC 180 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] [~ ~
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: William Granger
FUGRO SOUTH INC.
SMH/rrn
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. Report Date: November 15, 1999
Riverchase Elementary School, Coppell, Texas Project No.: 0791-2184
SAMPLE DATE: October 15, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results / Remarks:
Dal Mac
ASTM C-109
Gymnasium north side northeast 10 blocks 14 blocks northwest coarse 25
11:35 Time Sampled: 11:45
Type S
SAMPLE AGE DATE ' AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) Ilbs.) (psi) (psi/days)
REC 67 7 10/22/99 4.0 4757 1189 1800/28
REC 68 7 10/22/99 4.0 4760 1190
REC 69 7 10/22/99 4.0 4749 1187
REC 70 28 11/12/99 4.0 6770 1690*
REC 71 28 11/12/99 4.0 6800 1700*
REC 72 28 11/12/99 4.0 6665 1670*
Remarks:
* Does not meet required compressive strength at 28 days.
William Granger
Technician
SMH/rm
Distribution:
DaI-Mac Construction - Jason Lillard
City of Coppell o 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