SC-CFBISD Riverchase-LR 991022FUGRO 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. Report Date: October 22, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas Project NO.: 0791-2184
SAMPLE DATE: October 12, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F): 80
GROUT TEMP. (°F): 78
TIME BATCHED: 8:05 am
TIME SAMPLED: 8:10 am
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)
Wall 37 course, north side of building (gymnasium)
On Site
On Site
0
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 25 7 10/19/99 21320 3020 2500/28 days
REC 26 28 11/09/99
REC 27 28 11/09/99
REC 28 Hold
Specifications: Making & ASTM C-31 Testing Me.ods: ASTM C-143, ASTM C-39
, , Cu~n~i ,
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 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: October 22, 1999
Project No.: 0791-2184
SAMPLE DATE: October 12, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results / Remarks:
Dal Mac
ASTM C-109
Wall 27 up from southeast corner of building, (gymnasium)
9:55 Time Sampled: 10:05
Type S
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (psi/days,)
REC 49 7 10/19/99 4.0 11719 2930 1800/28
REC 50 7 10/19/99 4.0 11650 2910
REC 51 7 10/19/99 4.0 11423 2860
REC 52 28 11/09/99 4.0
REC 53 28 11/09/99 4.0
REC 54 28 11/09/99 4.0
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: ~--, I
DaI-Mac Construction - Nate Payne
City of Coppell - Lee Stone
SHW Group - Terry Hoyle
FUGRO SOUTH, INC.
;mo
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Carroliton-Farmers Branch lSD, c/o Dai-Mac Const. REPORT DATE: October 22, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 22, 1999
CONTRACTOR: JRJ Paving
TICKET NO.: 14
AMBIENT TEMP. (°F): 59
CONCRETE TEMP. (°F) {ASTM C-10~4): 65
TIME BATCHED: 6:15
TIME SAMPLED: 7:25
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 31/363
MIX ID NUMBER: 8273
AIR (%) (Aswa c.23t): 4 1/4
WATER ADDED (gal): 5
SLUMP (in.) (ASTM C-143): 5.50
Play area pavement on grade, sampled at 20 feet west, 20 feet south
off northeast comer
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 81 7 09/29/99 112000 3960 3600/28 days ,
REC 82 28 10/20/99 141000 4990
REC 83 28 10/20/99 143000 5060
REC 84 Hold
Fracture mode is (A) unless otherwise noted '
Speciflca,ons: Making & ASTM C-31 Tes,ng ASTM C-143, Typesof [~ [~] ~ ~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS: Unit Weight: 144.0 lbs./cu, ft.
Technician: Mike Flute
FUGRO SOUTH INC.
SMH/bg
Distribution:
Reviewed By:
DaI-Mac Construction - Jason Lillard
DaI-Mac Construction - Nate,laayne
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 22, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 22, 1999
CONTRACTOR: JRJ Paving
TICKET NO.: 1418220
AMBIENT TEMP. (°F): 64
CONCRETE TEMP. (°F) (As'rM C-1064): 64
TIME BATCHED: 8:18
TIME SAMPLED: 8:50
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 31/480
MIX ID NUMBER: 8273
AIR (%) (ASTM C-231): 4 1/4
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 5 3/4
Fire lane behind play area, sampled at 10 feet off start of southeast
radius, 10 feet north of parent drop off radius
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 85 7 09/29/99 109000 3860 3600/28 days
REC 86 28 10/20/99 142000 5020
REC 87 28 10/20/99 145000 5130
REC 88 Hold
Fracture mode is (A) unless othe~wfise noted
Specifications: Making & ASTM C-31 T.ting ASTM C-143, Typesof ~_~] [~] [~ [-'~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Mike Flute
SMHFog
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
CEENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: October 22, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 22, 1999
CONTRACTOR: JRJ Paving
TICKET NO.: 1418355
AMBIENT TEMP. (°F): 76
CONCRETE TEMP. (°F) (ASTM C-10~4): 76
TIME BATCHED: 9:22
TIME SAMPLED: 10:10
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 31
MIX ID NUMBER: 8273
AIR (%) (ASTM C.231): 4 1/4
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-143): 5 3/4
Fire lane between staff parking and play area, sampled at
approximately line 13 middle of fire lane
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 89 7 09/29/99 1 t 1000 3930 3600/28 days
REC 90 28 10/20/99 117000 4140
REC 91 28 10/20/99 121000 4280
REC 92 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: Mike Flute
SMH/bg
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