SC-CFBISD Riverchase-LR 991026FUGRO 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 26, 1999
Project No.: 0791-2184
SAMPLE DATE: October 7, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
GROUT TEMP. (°F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac
GROUT SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
11:20 AIR (%) (ASTM C-231)
11:35 WATER ADDED:
SLUMP (inches) (ASTM C-143)
25th course west side gymnasium wall
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) (psi)
REC 21 7 10/14/99 25000 3540 2500/28 da)/s
REC 22 28 11/04/99
REC 23 28 11/04/99
REC 24 Hold
Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39
Cudn~t: ,
REMARKS:
Technician: David Putman
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
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 7522.9
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 26, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September23, 1999
CONTRACTOR: J R J Paving
TICKET NO.: 1419854
AMBIENT TEMP. (°F): 76
CONCRETE TEMP. (°F) (ASTM C-1064): 81
TIME BATCHED: 9:18
TIME SAMPLED: 10:12
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 31
MIX ID NUMBER: 8273
AIR (%) (ASTM C-231): 4
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 5 1/4
Entrance way, Star Leaf at McArthur, 8 feet off McArthur, station 0+05
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER Idalfs) TESTED (pounds) (psi) (psi)
REC 93 7 9-30-99 113000 4000 3500/28 .days
REC 94 28 10-21-99 136000 4810
REC 95 28 10-21-99 134000 4740
REC 96 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~] [~ 0 ~
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Mike Flute
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:
PROJECT:
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const.
Riverchase Elementary School, Coppell, Texas
REPORT DATE: October 26, 1999
PROJECT NO: 0791-2184
SAMPLE DATE: September 23, 1999
CONTRACTOR: J R J Paving
TICKET NO.: 316004
AMBIENT TEMP. (°F): 76
CONCRETE TEMP. (°F) (Asia c.los4): 81
TIME BATCHED: 10:50
TIME SAMPLED: 12:50
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASIa C-143):
Pier caps, AA.5 - 19
TXI
29
9351
25
6
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYMNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
REC 97 7 9-30-99 104000 3680 3000~28 days
REC 98 28 10-21-99 122000 4320
REC 99 28 10-21-99 124000 4390
REC 100 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof I['~ ['T'I I-')1 r-'l
Cudng: Methods: ASTM C-39 Fracture: A[/xJ [~ V_.J L.JB c D
REMARKS:
Technician: Mike Flute
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.
PROJECT: Riverchase Elementary School, Coppell, Texas
REPORT DATE: October 26, 1999
PROJECT NO: 0791-2184
SAMPLE DATE: September 27, 1999
CONTRACTOR: JRJ Paving
TICKET NO.: 1421829
AMBIENT TEMP. (°F): 68
CONCRETE TEMP. (°F) (ASTM C-1064): 78
TIME BATCHED: 6:32
TIME SAMPLED: 7:10
WEATHER CONDITION: Cloudy
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41 ~472
MIX ID NUMBER: 5.5 SK
AIR (%) (ASTM C-231): 4.5
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-'143): 5
Pavement on bus drop off parking lot, 20 feet east of center line of
Star Leaf Drive, and 5 feet north of south curb
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 115 7 10/04/99 114000 4030 3500/28 days
REC 116 28 10/25/99 142000 5020
REC 117 28 10/25/99 140000 4950
REC 118 Hold
Fracture' mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof r~l rtl [--/1 r--
Cudng: Methods: ASTM C-39 Fracture: AI/XJ V~ VI LJB 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 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 26, 1999
PROJECT NO: 0791-2184
SAMPLE DATE: September 27, 1999
CONTRACTOR:
TICKET NO.: 1422115
AMBIENT TEMP. (°F): 76
CONCRETE TEMP. (°F) (ASTM C.10S4): 83
TIME BATCHED: 9:44
TIME SAMPLED: 10:30
WEATHER CONDITION: Cloudy
LOCATION OF PLACEMENT:
JRJ Paving Company
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41/456
MIX ID NUMBER: 5.5 SK
AIR (%) (ASTM C-231): 4
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-~43): 4 3/4
Paving on bus drop off parking spaces (75 feet south of north side,
and 3 feet east of west curb) on the west side
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
'Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (da)rs) TESTED (pounds) (psi) (psi)
REC 119 3 09/30/99 88000 3110 3500/28 days
REC 120 7 10/04/99 121000 4280
REC 121 28 10/25/99 167000 5910
REC 122 28 10/25/99 170000 6010
REC 123 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof ~] [~ [~ r--~
cudng: 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 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 26, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: October 15, 1999
CONTRACTOR: Oal Mac
TICKET NO.: 353648
AMBIENT TEMP. (°F): 92
CONCRETE TEMP. (°F) (ASTM C-1064): 84
TIME BATCHED: 12:45 pm
TIME SAMPLED: 1:10 pm
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Pioneer
PLANT/TRUCK: 27-758
MIX ID NUMBER: 9351
AIR (%) (ASTM C-231):
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-143): 4.5
Grade beam, grid 15xK
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 181 7 10/22/99 98000 3470 3000/28 days
REC 182 28 11/12/99
REC 183 28 11/12/99
REC 184 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM 0-31 Testing ASTM 0-143. Typesof ~ rT'l r-71 r-i
cudng: Methods: ASTM C-39 Fracture: A[ZXJ ~ [/~ L.
REMARKS:
Technician:
SMH/rm
Distribution:
William Granger
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
CLIENT:
PROJECT:
COMPRESSIVE STRENGTH OF MORTAR CUBES
Carrollton-Farmers Branch lSD, c/o Dal-Mac Const. Report Date: October 26, 1999
Riverchase Elementary School, Coppell, Texas Project No.: 0791-2184
SAMPLE DATE: October 15, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I 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) (scI. in.) (lbs.) (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
REC 71 28 11/12/99 4.0
REC 72 28 11/12/99 4.0
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?'~ ,/
DaI-Mac Construction - Nate Payne
City of Coppell - Lee Stone
SHW Group - Terry Hoyle