SC-CFBISD Riverchase-LR 991008FUGRO 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: October 8, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 30, 1999
CONTRACTOR: JRJ Paving
TICKET NO.: 1425529
AMBIENT TEMP. (°F): 65
CONCRETE TEMP. (°F) (ASWa C.1064): 71
TIME BATCHED: 81
TIME SAMPLED: 10:00
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 31/561
MIX ID NUMBER: 5.5 SK
AIR (%) (ASTM C-231): 4.7
WATER ADDED (gal): 0
SLUMP (in.) (ASWa C-143): 3.50
Pavement on right turn lane from MacAuthur in to Star Leaf, 15 feet
south of curb on north side, 3 feet west of east curb
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 144 3 10/03/99 93000 3290 3500/28 days
REC 145 7 10/07/99 112000 3960
REC 146 28 10/28199
REC 147 28 10/28/99
REC 148 Hold
Fracture mode is (A) unless o~erwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] [~ ~] ["~
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Frank Daniel
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~x
Dal-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.
PROJECT: Riverchase Elementary School, Coppell, Texas
REPORT DATE: October 8, 1999
PROJECT NO: 0791-2184
SAMPLE DATE: September 29, 1999
CONTRACTOR: JRJ Paving
TICKET NO.: 1424693
AMBIENT TEMP. (°F): 75
CONCRETE TEMP. (°F) (ASTM C.t0~4): 76
TIME BATCHED: 10:21
TIME SAMPLED: 11:20
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41/389
MIX ID NUMBER: 5.5
AIR (%) (ASTM C-231): 5
WATER ADOED (gal): 10
SLUMP (in.) (ASTM C-143): 5
Pavement, on 20 ft. south of the southwest comer of building, and 20
feet west
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 139 3 10/02/99 73000 2580 3500/28 days
REC 140 7 10/06/99 94000 3330
REC 141 28 10/27/99
REC 142 28 10/27/99
REC 143 Hold
Fracture mode is (A) unless otherwise noted
Specificatt°ns: Making & ASTM C-31 Testing ASTM C'143, Typesof ~ [~] [~ r--]
curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Frank Daniel
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~
DaI-Mac Construction - Jason Lillard
DaI-Mac Construction - Hate Payne
City of Coppeil - 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: October 8, 1999
PROJECT NO: 0791-2184
SAMPLE-DATE: September 29, 1999
,,,I
CONTRACTOR: JRJ Paving
TICKET NO.: 1424235
AMBIENT TEMP. (°F): 57
CONCRETE TEMP. (°F) (Aswa c-10s4): 73
TIME BATCHED: 7:00
TIME SAMPLED: 7:45
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41/383
MIX ID NUMBER: 5.5 SK
AIR (%) (ASwa C-231): 4.9
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C.143): 4.50
Pavement on the half of cul-de-sac, 10 feet north of south end and 10
feet west of east end
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 134 3 10/02/99 89000 3150 3500/28 days
REC 135 7 10/06/99 115000 4070
REC 136 28 10/27/99
REC 137 28 10/27/99
REC 138 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM 0-31 Testing ASTM C-143, Typesof [~] [~ [~ ["]
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Frank Daniel
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 Vlrgo Lane; Dallas. Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
COMPRESSIVE STRENGTH OF GROUT CUBES
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. Report Date: October 8, 1999
Riverchase Elementary School, Coppell, Texas Project No.: 0791-2184
SAMPLE DATE: September 9, 1999
General Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
Dal-Mac Construction / Berkel
ASTM C-109
D-174 - D-176
2:15 pm
Type 9000A
Time Sampled: 3:20 pm
SAMPLE AGE , DATE AR~ APPLIED COMPRESSIVE REQUIRED
NUMBER i: TESTED LOAD STRENGTH ~ STRENGTH
(days) :i (scl~:!n,) (lbs.) (Psi) (psi/da~) '
REC 126 7 09/15/99 4.0 21190 5298 4000/28
REC 127 7 09/15/99 4.0 21040 5260
REC 128 7 09/15/99 4.0 20970 5243
REC 129 28 10/06/99 4.0 28510 7128
REC 130 . . 28 10/06/99 4.0 28470 7118
REC 131 28 10/06/99 4.0 28340 7085
Remarks:
William Granger
Fugro South Technician
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~ --
DaI-Mac Construction - Jaso, p 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