SC-CFBISD Riverchase-LR 990930FUGRO 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 30, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 17, 1999
CONTRACTOR: JRJ Paving
TICKET NO.: 1414238
AMBIENT TEMP. (°F): 76
CONCRETE TEMP. (°F) (ASTM C-1064): 80
TIME BATCHED: 8:09
TIME SAMPLED: 8:50
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 31/631
MIX ID NUMBER: 8273
AIR (%) (ASTM C-231):
WATER ADDED (gal): 8
SLUMP (in.) (ASTM C-143): 5.50
Pavement on grade, sampled at parent drop off and fire lane, 5 feet
south, 10 feet west off entrance
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 45 7 09/24/99 102000 3610 3500/28 days
REC 46 28 10/15/99
REC 47 28 10/15199
REC 48 Hold
Fractum mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof [~ [~ ~;1 0
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 30, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 17, 1999
CONTRACTOR: Striland
TICKET NO.: 315781
AMBIENT TEMP. (°F): 74
CONCRETE TEMP. (°F) (ASWa C.1064): 72
TIME BATCHED: 7:42
TIME SAMPLED: 8:25
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Pioneer
PLANT/TRUCK: 29/2
MIX ID NUMBER: 9351
AIR (%) (ASWa C-231):
WATER ADDED (gal): 5
SLUMP (in.) (ASWa C.143): 5 3/4
Grade beam, sampled at grade beam D1-W2
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 41 7 09/24/99 99000 3500 3000/28 days
REC 42 28 10/15/99
REC 43 28 10115/99
REC 44 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/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 30, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 17, 1999
CONTRACTOR: JRJ Paving
TICKET NO.: 1413912 .
AMBIENT TEMP. (°F): 67
CONCRETE TEMP. (°F) (ASWa C-1064): 73
TIME BATCHED: 5:38
TIME SAMPLED: 6:25
WEATHER CONDITION: Dark
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 31/558
MIX ID NUMBER: 8273
AIR (%) (ASWa C-231): 4
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-~43): 5.50
Paving, Parent drop off at Intersection of Star Leaf
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 37 7 09/24/99 117000 4140 3500/28 days
REC 38 28 10/15/99
REC 39 28 10/15/99
REC 40 Hold
Fracture mode is (A) unless othem,,ise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ ~] ~ ~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS: Unit Weight: 147 lbs./cu, ft.
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.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
GENERAL REPORT
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: September 30, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DAILY ACTIVITY REPORT: September 28, 1999
Services Performed:
Weather Conditions:
Contractors on Site:
Visual Inspection
Overcast / Cloudy
JRJ Paving
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:
· Observed placement of concrete for pavement in parking lot.
· Picked up 9 cylinders
Mike Flute
Fugro South Technician
FUGRO SOUTH, INC.
David A. Belct~er, P.E.
Sr. Project Manager
SMH/bg
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 ISO - Tom Bell
FUGRO 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 ConstructionREPORT DATE: September 30, 1
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: September 28, 1999
General Contractor: DaI-Mac
Method of Test:
Applicable ACl Recommendations and ASTM Standards
Results I Remarks:
Concrete placement observation was performed at the Pavement on Grade - Thoroughfare of parking lot in
following location: front of school, behind bus drop off
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:
Superplasficizer used:
7:00 a.m.
10:15 a.m.
100
5to 6
5±1
TXI - Plant No. 41
70 - 75°F
3500/28
4
No
Mike Flute
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 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: September 30, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: September 28, 1999
General Contractor: Dal-lVlac
Method of Test:
Applicable ACI Recommendations and ASTM Standards
Results I Remarks:
Concrete placement observation was performed at the Pavement - cul-de-sac on the northwest end of site
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:
9:30 a.m.
11:30 a.m.
110
5to5
3-5
TXI -
83OF
3500/28
5
No
Plant No.: 41
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
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, cio DaI-Mac Const. Report Date: September 30, 1999
Riverchase Elementary School, Coppell, Texas Project No.: 0791-2184
SAMPLE DATE: September 1, 1999
General Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
DaI-Mac Construction / Berkel
ASTM C-109
Pier at A-35 and C-88
11:35 am
Type 9000
Time Sampled: 12:05 pm
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
.(days) (sq. in.) (lbs.) (psi) (psi/days)
REC 99 3 09/04/99 4.0 13450 3363 4000/28
REC 100 3 09/04/99 4.0 13640 3410
REC 101 7 09/08/99 4.0 16060 4015
REC 102 7 09/08/99 4.0 16210 4053
REC 103 28 09/29/99 4.0 26640 6660
P, EC 104 28 09/29/99 4.0 26480 6620
REC 105 Hold 4.0
REC 106 Hold 4.0
REC 107 Hold 4.0
P,emarks:
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 Dal-Mac Const. REPORT DATE: September 30, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 1, 1999 I
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
DaI-Mac
305224
99
98
10:00 a.m.
11:09 a.m.
Partly Cloudy
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143):
Building D - Gym - All Grade Beams
Pioneer
25 / 842
9351
2O
5
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 13 7 9/8/99 78000 2760 3000/28 days
REC 14 28 9/29/99 87000 3080
REC 15 28 9/29/99 85000 3010
REC 16 Hold
Fracture mode is (A) unless otherWise noted
Specifications: Making & ASTM 0-31 Testing ASTM C-143. Typesof [~ [~ ~ D
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: William Granger
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