SC-CFBISD Riverchase-LR 991122FUGRO SOUTH, INC.
2880 virgo Lane; Dallas. Texas 75229
Ph (972)484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
GENERAL REPORT
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: November 22, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DAILY ACTIVITY REPORT: November 19, 1999
Services Performed:
Weather Conditions:
Contractors on Site:
Visual Inspection
Partly cloudy
Dal - Mac
Remarks: On this date, a representative of Fugro South, Inc. was present on the above mentioned project
to perform the following tests and observations as requested:
Columns 3H, 4L, 3R, 1 l-D, 12J, 4W and 4AA and 7A were observed for adding new 1 1/4" diameter bolts.
First drilled to 18 inch depth, then cleaned out. Then set bolts in place per SHW REI #58 dated 11-11-99
and RFI #33 dated 9-27-9~.
William Granger
Fugro South Technician
FUGRO SOUTH, INC.
David A. Belcher, P.E.
Sr. Project Manager
SMH/mv
Distribution:
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
COMPRESSIVE STRENGTH OF MORTAR CUBES
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const.
Riverchase Elementary School, Coppell, Texas
Report Date: November 22, 1999
Project No.: 0791-2184
SAMPLE DATE: October 21, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
Dal Mac
ASTM C-109
Southeast comer locker room (gym), Area D
9:20 Time Sampled:
Type S
9:22
SAMPLE 'AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (pal/days)
REC 91 7 10/28/99 4.0 12620 3155 1800/28
REC 92 7 10~28/99 4.0 12420 3105
REC 93 7 10/28/99 4.0 12390 3098
REC 94 28 11/18/99 4.0 16830 4210
REC 95 28 11/18/99 4.0 16660 4170
REC 96 28 11/18/99 4.0 16920 4230
Remarks:
Thomas Cranford
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 Virgo Lane; Oallas, 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: November 22, 1999
Project No.: 0791-2184
SAMPLE DATE: October 21, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F): 60
GROUT TEMP. (°F): 68
TIME BATCHED: 9:00
TIME SAMPLED: 9:03
WEATHER CONDITION: Cool
LOCATION OF PLACEMENT:
Dal Mac
GROUT SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231)
WATER ADDED:
SLUMP (Inches) (ASTM C-143)
Southeast comer gymnasium locker room, Area D
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 53 7 10/28/99 18260 2580 2500/28 days
REC 54 7 10/28/99 18450 2610
REC 55 28 11/18/99 29330 4150
REC 56 28 11/18/99 29610 4190
Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39
Curing:
REMARKS:
Technician: Thomas Cranford
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: November 22, 1999
Project No.: 0791-2184
SAMPLE DATE: October22, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
Dal Mac
ASTM C-109
19th course locker room (gymnasium)
1:30 Time Sampled:
Type S
1:40
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (scI. in.) (lbs.) (psi) (psi/days)
REC 97 7 10/29/99 4.0 13620 3405 1800/28
REC 98 7 10/29/99 4.0 13340 3335
REC 99 7 10/29/99 4.0 13500 3375
REC 100 28 11/19/99 4.0 14740 3690
REC 101 28 11/19/99 4.0 14970 3740
REC 102 28 11/19~99 4.0 14820 3710
Remarks:
Thomas Cranford
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.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF GROUT REPORT
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const.
Riverchase Elementary School, Coppell, Texas
Report Date: November 22, 1999
Project No.: 0791-2184
SAMPLE DATE: October 22, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F): 79
GROUT TEMP. (°F): 84
TIME BATCHED: 1:00 p.m,
TIME SAMPLED: 1:20 p.m.
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
DaI-Mac
GROUT SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231)
WATER ADDED:
SLUMP (inches) (ASTM C-143)
19th Course - Gym Locker Wall
GROUT CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 3" x 6", ?.07 square inches
CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE
NUMBER (days) TESTED (pounds) STRENGTH STRENGTH
(psi) (psi)
REC 57 7 10-29-99 19380 2741 2500/28 days
REC 58 28 11-19-99 23110 3270
REC 59 28 11-19-99 23340 3000
REC 60 Hold
Specifications: Making & ASTM C-31 Testing Me.ods: ASTM C-143, ASTM C-39
Curing:
REMARKS:
Technician: Tom Cranford
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 CONCRETE REPORT
Carrollton-Farmers Branch lSD, cJo DaI-Mac Const. REPORT DATE: November 22, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: October 22, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-10~4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Striland Construction
416012 CONCRETE SUPPLIER:
79 PLANT/TRUCK:
86 MIX ID NUMBER:
11:40 a.m. AIR (%) (ASTM C-231):
12:30 p.m. WATER ADDED (gal):
Clear SLUMP (in.) (ASTM C-143):
Sidewalk - North of Entry (10 feet) north
Pioneer
27 / 648
9351
10
4.5
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 185 7 10-29-99 86000 3040 3000/28 days
REC 186 28 11-19-99 112000 3960
REC 187 28 11-19-99 110000 3890
REC 188 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] [~[~] [~ r.-.]
curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Thomas Cranford
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.
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: November 22, 1999
Project No.: 0791-2184
SAMPLE DATE: November 11, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results / Remarks:
C & D Contractors
ASTM C-109
Area D gymnasium north side course 56
7:48 Time Sampled:
Type S
8:O5
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sc!. in.) (lbs.), (psi) (psi/days)
REC 181 7 11/18/99 4.0 11270 2820 1800/28
REC 182 7 11/18/99 4.0 11450 2860
REC 183 7 11/18/99 4.0 11330 2830
REC 184 28 12/09/99 4.0
REC 185 28 12/09/99 4.0
REC 186 28 12/09/99 4.0
Remarks:
Mike Flute
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