SC-CFBISD Riverchase-LR 990929FUGRO 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: September 29, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 21, 1999
CONTRACTOR: JRJ Paving
TICKET NO.: 1417050
AMBIENT TEMP. (°F): 64
CONCRETE TEMP. (°F) (ASTM C-10S4): 67
TIME BATCHED: 7:58
TIME SAMPLED: 8:35
WEATHER CONDITION: Dark/Cloudy
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C.143):
Pavement on Grade - Sample at:
drop off lane
TXI
31
8273
3-1/4
25
5-1/4
Northeast side of Stall 11 in parent
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 69 7 9/28/99 110000 3890 3500/28 days
REC 70 28 10/19/99
REC 71 28 10/19/99
REC 72 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] ~ ~ ~
Curing: Methods: ASTM C-39 , Fracture: A B ,C D
REMARKS:
Technician: Mike Flute
FUGRO SOUTH INC.
SMH/bg
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: September 29, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 17, 1999
CONTRACTOR: JRJ Paving
TICKET NO.: 1414629
AMBIENT TEMP. (°F): 83
CONCRETE TEMP. (°F) (ASWa C.t0~4): 81
TIME BATCHED: 11:22
TIME SAMPLED: 12:15
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXi
PLANT/TRUCK: 31/631
MIX ID NUMBER: 8273
AIR (%) (ASWa C-23'~): 4
WATER ADDED (gal): 15
SLUMP (in.) (ASTM C.143): 6
Pavement on grade, sampled at west half of staff parking near stall 3
from north
coNCRETE CYLINDER 'COMPRESSIVE STRENGTH TESTS
standard 6" x '12-, 28;27 SqUare Inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (cla~f$) TESTED (pounds) (psi) (psi)
REC 49 7 09/24/99 103000 3640 . . 3500~28 days
REC 50 28 10/15/99
REC 51 28 10/15/99
REC 52 Hold
' Fracture mode is (A) unless otherwise noted
Speciflcafiorts: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ [~ [~] r--~
curing: 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: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: September 29, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: August 27, 1999
CONTRACTOR:
TICKET NO.: 305092
AMBIENT TEMP. (°F): 81
CONCRETE TEMP. (°F) (ASTM C-1064): 85
TIME BATCHED: 8:11
TIME SAMPLED: 8:45
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Striland Construction
Grade beams
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-t43):
Pioneer
29-9351
9351
18
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 9 7 09/03/99 116000 4100 3000/28 days
REC 10 28 09/24/99 134000 4740
REC 11 28 091241/99 131000 4630
REC 12 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof ~;~ I'T] I--/] r--]
Cudng: Methods: ASTM C-39 Fracture: Al/XI [/~J [/I L..JB C D
REMARKS:
Technician: Mike Flute
SMH/rm
Distribution:
FUGRO SOUTH INC.
Reviewed By: ·
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.
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. Report Date: September 29, 1999
Riverchase Elementary School, Coppell, Texas Project No..' 0791-2184
SAMPLE DATE: August 27, 1999
General Contractor:
Method of Test:
Sample Location:
Time Batched:
Results / Remarks:
DaI-Mac Construction / Berkel
ASTM C-109
Pile B-54 and B-81
9:43
Type 9000
Time Sampled: 10:31
SAMPLE ' AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (ps!/days)
REC 72 3 08/30/99 4.0 18490 4623 4000/28
REC 73 3 08/30/99 4.0 18440 4610
REC 74 7 09~03~99 4.0 28890 7223
REC 75 7 09/03199 4.0 28910 7228
REC 76 28 09/24/99 4.0 32180 8045
REC 77 28 09/24/99 4.0 32200 8050
REC 78 Hold 4.0
REC 79 Hold 4.0
REC 80 Hold 4.0
Remarks:
Mike Flute
Fugro South Technician
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By~'~r~
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 GROUT CUBES
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. Report Date: September 29, 1999
Riverchase Elementary School, Coppell, Texas Project No.: 0791-2184
SAMPLE DATE: August 31, 1999
General Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
DaI-Mac Construction / Berkel
ASTM C-109
A-5
9:45
Type 9000
Time Sampled: 10:10
SAMPL~= AGE DATE AREA APPLIED COMPRESSIVE' REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq, in.) (lbs.) (psi) . (psi/days)
REC 90 3 09~03~99 4.0 13490 3373 4000~28
REC 91 3 09/03/99 4.0 13370 3343
REC 92 7 09/07/99 4.0 15600 3900
REC 93 7 09~07/99 4.0 15550 3890
REC 94 28 09/28/99 4.0 25860 6465
REC 95 28 09/28/99 4.0 25657 6414
REC 96 Hold 4.0
REC 97 Hold 4.0
REC 98 Hold 4.0
Remarks:
William Granger
Fugro South Technician
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: September 29, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 21, 1999
CONTRACTOR: JRJ Paving
TICKET NO.: 1416944
AMBIENT TEMP. (°F): 60
CONCRETE TEMP. (°F) (Aswa C.lO~4): 63
TIME BATCHED: 6:53
TIME SAMPLED: 7:20
WEATHER CONDITION: Dark
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 31 / 721
MIX'ID NUMBER: 8273
AIR (%) (ASwa C-231): 3-1/4
WATER ADDED (gal): 15
SLUMP (in.) (ASwa C-~43): 5.5
Pavement on Grade - north side of staff parking, near stall 5 in drivewy
area.
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 65 7 9/2,8/99 121000 4280 3500/28 days
REC 66 28 10/19/99
REC 67 28 10/19/99
REC 68 Hold
Fracture mode is (A) unless other~vise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typ. of ~ j-]"J ['~ r'--]
curing: Methods: ASTM C-39 Fracture: AI/%J ~ [/~ L.JB C D
REMARKS:
Technician: Mike Flute
FUGRO SOUTH INC.
SMH/bg
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
Carroilton - 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: September 29, 1999
PROJECT: Riverchase Elementary School, Coppetl, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 20, 1999
CONTRACTOR: JRJ Paving
TICKET NO.: 1416116
AMBIENT TEMP. (°F): 82
CONCRETE TEMP. (°F) (ASTM C-1064): 80
TIME BATCHED: 7:42
TIME SAMPLED: 10:30
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 31 / 482
MIX ID NUMBER: 8273
AIR (%) (ASTM C-231): 3.5
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143): 5-1/4
Pavement on Grade - Sampled at: Northwest side of staff parking at
Stall 3
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 61 7 9/27/99 94000 3330 3500/28 days
REC 62 28 10/18/99
REC 63 28 10/18/99
REC 64 Hold
Fracture mode is (A) unless otherwise noted
Speciflcati°ns: Making & ASTM C'31 T"ttng ASTM C'143, Typesof [~] ~ [~ D
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Mike Flute
· FUGRO SOUTH INC.
SMH/bg
Distribution:
Reviewed By:
DaI-Mac Construction - Jason Lillard
DaI-Mac Construction - Hate 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: September 29, 1999
PROJECT: Riverchase Elementary School, Coppeil, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 20, 1999
CONTRACTOR: JRJ Paving
TICKET NO.: 1415851
AMBIENT TEMP. (°F): 76
CONCRETE TEMP. (°F) (As'ru c.lo~4): 76
TIME BATCHED: 7:32
TIME SAMPLED: 8:15
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 31 / 814
MIX ID NUMBER: 8273
AIR (%) (ASTM C-231): 3.5
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143): 5
Pavement on Grade - Sampled at: East end of staff parking lot at Stall
13
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 ~ (pounda) (psi) ,, (psi)
REC 57 7 9/27/99 85000 3010 3500/28 days
REC 58 28 10/18199
REC 59 28 10/18199
REC 60 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 T.tlng ASTM C-143, Typesof [~ [~ [~ ~]
, Curing: MetJ~ods: ASTM C-39 , Fracture: A B C D
REMARKS:
Technician: Mike Flute
FUGRO SOUTH INC.
SMH/bg
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.
'O
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 62{3-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: September 29, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 20, 1999
CONTRACTOR: JRJ Paving
TICKET NO.: 1415633
AMBIENT TEMP. (°F): 69
CONCRETE TEMP. (°F) (As'na c.10s4): 74
TIME BATCHED: 5:25
TIME SAMPLED: 6:00
WEATHER CONDITION: Dark
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 31 / 481
MIX ID NUMBER: 8273
AIR (%) (ASTM C-231): 3
WATER ADDED (gal): 15
SLUMP (in.) (ASTM C-t43): 5
Pavement on Grade - Sampled at: Southwest side of staff parking
area near Stall #2.
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 53 7 9/27/99 106000 3750 3500/28 days
REC 54 28 10/18/99
REC 55 28 10/18/99
REC 56 Hold
Fracture mode is (A) unless othenvise noted.
Specifications: MakJng & ASTM 0-31 T. ting ASTM C-143, TYpesof [~ [~ ~ D
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Mike Flute
FUGRO SOUTH INC.
SMH/bg
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
OBSERVATION OF CONCRETE PLACEMENT
Carrollton-Farmers Branch lSD, c/o Dal-Mac Construction REPORT DATE: September 29,
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-21~4
DATE PERFORMED: September 27, 1999
,I
General Contractor: DaI-Mac
Method of Test:
Applicable ACI Recommendations and ASTM Standards
Results I Remarks:
Concrete placement observation was performed at the
fo. Ilowing location:
Time placement began:
Time placement ended:
Total cubic yards placed:
Slump range (inches):
Slump required (inches):
Concrete supplier and plant:
Concrete temperature range (°F):
Strength required (psi/days):
Number of cylinders made:
Superplasticizer used:
Pavement - Bus drop off parking lot (Approach on the
north end into Starleaf Drive, 80 feet east and parking
spaces on the west side and the east side 160 feet
north to south) excluding the center.
7:00 a.m.
12:00 noon
215
4-3/4 to 5.0
3-5
TXI - Plant No. 41
78 - 83°F
3500/28
9
No
Frank Daniel
Fugro South Technician
FUGRO SOUTH, INC.
SMH/bg
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