SC-CFBISD Riverchase-LR 991021FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
OBSERVATION OF CONCRETE PLACEMENT
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: October 21, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: October 15, 1999
General Contractor: DaI-Mac
Method of Test:
Applicable ACI Recommendations and ASTM Standards
Results / Remarks:
Concrete placement observation was performed at the
following 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:
Fence post hole from back parking lot of gym to
around front of school on west side along MacArthur -
Grade Beam - Grid 15XK
12:15 p.m.
2:00 p.m.
20
4.5 to 5.0
5.0
Pioneer - Plant No. 27
84OF
3000/28
4
No
William Granger
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
FUGRO SOUTH, INC.
2880 Vlrgo 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 DaI-Mac Const. Report Date: October 21, 1999
Riverchase Elementary School, Coppell, Texas Project No.: 0791-2184
SAMPLE DATE: October 13, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results / Remarks:
Dal Mac
ASTM C-109
Gymnasium south side 44 lifts up
10:45 am Time Sampled:
Type S
10:40 am
'SAMPLE AGE DATE AREA APPLIED COMPRESSIVE, REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) ,(psi) , (psi/daYS)
REC 55 7 10/20/99 4.0 10140 2530 1800/28
REC 56 7 10/20/99 4.0 10250 2560
REC 56 7 10/20/99 4.0 10350 2590
REC 58 28 11/10/99 4.0
REC 59 28 11/10/99 4.0
REC 60 28 11/10/99 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
FUGRO 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 21, 1999
PROJECT: Riverchase Elementary School, Coppeil, Texas Project NO.: 0791-2184
SAMPLE DATE: October 13, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F): 94
GROUT TEMP. (°F): 80
TIME BATCHED: 10:30 am
TIME SAMPLED: 10:40 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)
Gymnasium east side 40 lifts up
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 29 7 10/20/99 23320 3300 2500/28 days
REC 30 7 10/20/99 24000 3390
REC 31 28 11/10/99
REC 32 28 11/10/99
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 Coppell - Lee Stone
SHW Group - Terry Hoyle
FUGRO SOUTH, INC.
2880 Vlrgo Lane; Dallas, Texas 75229
Ph (972) 484-83019 Fax (972) 620-7328
CLIENT:
PROJECT:
COMPRESSIVE STRENGTH OF MORTAR CUBES
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. Report Date: October 21, 1999
Riverchase Elementary School, Coppetl, Texas Project No.: 0791-2184
SAMPLE DATE: October8, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
Dal Mac
ASTM C-109
South wall of gymnasium 37th course
8:50 Time Sampled:
Type S
9:OO
SAMPLE AGE ~DATE AREA APPLIED COMPRESSIVE : REQUIRED
NUMBER ~ TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (Ps!!days)
REC 37 7 10/15/99 4.0 9490 2370 1800/28
REC 38 7 10/15/99 4.0 9510 2380
REC 39 7 10/15~99 4.0 9550 2390
REC 40 28 11/05/99 4.0
REC 41 28 11/05/99 4.0
REC 42 28 11/05/99 4.0
Remarks:
David Putman
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
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 21, lggg
Project No.: 0791-2184
SAMPLE DATE: October 7, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
Dal Mac
ASTM C-109
25th course west side gymnasium wall
11:30 Time Sampled:
Type S
11:40
SAMPLE AGE DATE AREA APPLIED COMPRESSFVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (psi/days)
REC 31 7 10/14/99 4.0 7700 1920 1800/28
REC 32 7 10/14/99 4.0 7590 1900
REC 33 7 10/14/99 4.0 7650 1910
REC 34 28 11/04/99 4.0
REC 35 28 11/04/99 4.0
REC 36 28 11/04/99 4.0
Remarks:
David Putman
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: '~. '~-z-?_,,,'~,..-,---r
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 21, 1999
Project No.: 0791-2184
SAMPLE DATE: October 1, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
c and D
ASTM C-109
On the north wall of gymnasium 8th lift and 9th lift
8:27 Time Sampled:
Type S
8:30
SAMPLE AGE* DATE AREA APPLIED COMPRESSIVE !REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (psi/days)
REC 7 7 10/08199 4.0 15480 3870 1800/28
REC 8 7 10/08/99 4.0 15560 3890
REC 9 7 10/08/99 4.0 15320 3830
REC 10 28 10/29/99 4.0
REC 11 28 10/29/99 4.0
REC 12 28 10/29/99 4.0
Remarks:
Frank Daniel
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:-'~. ~~
DaI-Mac Construction - Nate Payne
City of Coppell - Lee Stone
SHW Group - Terry Hoyle
FUGRO SOUTH, INC.
2880 Vlrgo Lane; Dallas, Texas 7.5229
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 21, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas Project No.: 0791-2184
SAMPLE DATE: September 30, 1999
CONTRACTOR: CMD
TICKET NO.:
AMBIENT TEMP. (°F): 69
GROUT TEMP. (°F): 60
TIME BATCHED: 10:30
TIME SAMPLED: 10:35
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
GROUT SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASWa C-231)
WATER ADDED:
SLUMP (Inches) (ASTM C.t43)
On Site
North wall on gymnasium on grid line 11.0 7 layers and down
GROUT CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 3" x 6", 7~07 square Inches
CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED coMpREssIVE
NUMBER (days) TESTED (pounda) STRENGTH STRENGTH
(psi) (pal)
REC 5 7 10/07/99 31950 4520 2500/28 days
REC 6 28 10/28/99
REC 7 28 10/28/99
REC 8 Hold
Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39
Curi~: ,
REMARKS:
Technician: Frank Daniel
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: October 21, 1999
Project No.: 0791-2184
SAMPLE DATE: September 30, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
C&D
ASTM C-109
First and second lift from bottom on the west wall of gymnasium
8:03 Time Sampled: 8:06
Type S
sAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (psi/days)
REC 1 7 10/07/99 4.0 13530 3380 1800/28
REC 2 7 10/07/99 4.0 13610 3400
REC 3 7 10/07/99 4.0 13420 3350
REC 4 28 10/28/99 4.0
REC 5 28 10/28/99 4.0
REC 6 28 10/28/99 4.0
Remarks:
Frank Daniel
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.
DaI-Mac Construction - Nate Payne
City of Coppell - Lee Stone
SHW Group - Terry Hoyle
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, cio DaI-Mac Const. Report Date: October 21, 1999
Riverchase Elementary School, Coppell, Texas Project No.: 0791-2184
SAMPLE DATE: October4, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched: 8:5o
Results I Remarks: Type S
C&D
ASTM C-109
15 f. lifts from bottom on the northeast comer of gymnasium, 15 feet west of the east
side
Time Sampled: 9:00
SAMPLE AGE DATE AREA ~ APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH sTRENGTH
(daya) (sq. in.) (lbs.) (psi) (pSi/days)
REC 13 7 10/11/99 4.0 16360 4090 1800/28
REC 14 7 10/11/99 4.0 16670 4140
REC 15 7 10/11/99 4.0 16200 4050
REC 16 28 11/01/99 4.0
REC 17 28 11/01/99 4.0
REC 18 28 11/01/99 4.0
Remarks:
Frank Daniel
Technician
SMHIrm
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:
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) $20-7328
COMPRESSIVE STRENGTH OF GROUT CYLINDERS
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. Report Date: October 21, 1999
Riverchase Elementary School, Coppell, Texas Project No.: 0791-2184
SAMPLE DATE: October 6, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
GROUT TEMP. (°F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac
GROUT SUPPLIER:
83 PLANT/TRUCK:
80 MIX ID NUMBER:
8:50 AIR (%) (ASTM C-231)
9:00 WATER ADDED:
Partly cloudy SLUMP (inches) (ASTM C-143)
South side of gymnasium wall 20th course
On Site
0
7
GROUT CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 3" x 6", 7.07 square inChee
CYUNDER AGE DATE TOTAL LOAD COMPRESSIVE ' REQUIRED COMPRESSIVE
NUMBER (days) TESTED (pounds) STRENGTH STRENGTH
(psi) (psi)
REC 17 7 10/13/99 19990 2830 2500/28 da~,s
REC 18 28 11/03/99
REC 19 28 11/03/99
REC 20 Hold
Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39
, Curing:
REMARKS:
Technician: David Putman
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.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF GROUT CYLINDERS
CLIENT: Carrollton-Farmers Branch lSD, cio DaI-Mac Const.
PROJECT: Riverchase Elementary School, Coppell, Texas
Report Date: October 21, 1999
Project No.: 0791-2184
SAMPLE DATE: October 5, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
GROUT TEMP. (°F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac
GROUT SUPPLIER:
84 PLANT/TRUCK:
79 MIX ID NUMBER:
1:00 AIR (%) (ASWa C-231)
1:15 WATER ADDED: 0
Partly cloudy SLUMP (inches) (ASTM C-143) 8.5
East wall of gymnasium 27th course from bottom
On Site
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 13 7 10/12/99 27750 3920 2500/28 days
REC 14 28 11/02/99
REC 15 28 11/02/99
REC 16 Hold
Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39
REMARKS:
Technician: David Putman
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: (~'~ - ~~'C---"'----
DaI-Mac Construction - Nate Payne
City of Coppell - Lee Stone
SHW Group - Terry Hoyle