SC-CFBISD Riverchase-LR 991004FUGRO 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.
Riverchase Elementary School, Coppell, Texas
Report Date: October 4, 1999
Project No.: 0791-2184
SAMPLE DATE: September 2, 1999
General Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
DaI-Mac Construction / Berkel
ASTM C-109
Pile 31
11:50
Type 9000 B
Time Sampled: 12:20
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (psi/days)
REC 108 7 09/09~99 4.0 19740 4940 4000/28
REC 109 7 09/09/99 4.0 19930 4983
REC 110 7 09/09/99 4.0 19800 4950
REC 111 28 09/30/99 4.0 20510 5128
REC 112 28 09/30/99 4.0 20300 5075
REC 113 28 09/30199 4.0 20420 5105
Remarks:
Mike Flute
Fugro South Technician
FUGRO SOUTH INC.
SMH/mv
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 DaI-Mac ConstructionREPORT DATE: October 4,1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: September 29, 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:
Pavement - On the south half of Cul-de-sac (on the
northwest side) back to 35 feet south of southwest
corner of building
7:00 a.m.
11:30 a.m.
220
4.5 to 5.0
3-5
TXI - Plant No. 41
73 - 76°F
3500 psi/28
10
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 Hcyle
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-Farrners Branch lSD, c/o DaI-Mac ConstructionREPORT DATE: October 4, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: September 30, 1999
General Contractor: DaI-Mac Construction
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:
Pavement on right turn lane from MacArthur into
Starleaf and curve on bus lane (northwest side)
8:00 a.m.
11:00 a.m.
110
3.5 to 3.5
3-5
TX! - Plant No. 31
71OF
3500/28
5
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
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 DaI-Mac ConstructionREPORT DATE: October 4, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: September 30, 1999
General Contractor: DaI-Mac Construction
Method of Test:
Applicable ACl Recommendations and ASTM Standards
Results I 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:
Grade Beams in Area C and D (Area C) on Lines 14 to
15 from D to H.6 and on Line 14 from Tto V.8 (Area D)
on Lines W to Y.5 from 20.5 to 17
11:00 a.m.
1:45 p.m.
45
3.5
3-4
Pioneer - Plant #29
75°F
3000~28
4
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
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 4, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 23, 1999
CONTRACTOR: J R J Paving
TICKET NO.: 316004
AMBIENT TEMP. (°F): 76
CONCRETE TEMP. (°F) (ASl'~ c.10s4): 81
TIME BATCHED: 10:50
TIME SAMPLED: 12:50
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 29
MIX ID NUMBER: 9351
AIR (%) (ASTM C-231):
WATER ADDED (gal): 25
SLUMP (in.) (ASTM C-143): 6
Pier caps, AA.5 - 19
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 97 7 9-30-99 104000 3680 3000/28 days
REC 98 28 10-21-99
REC 99 28 10-21-99
REC 100 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] ~ ~ ~
Curing: Me.ods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Mike Flute
SMH/mv
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
CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const.
PROJECT: Riverchase Elementary School, Coppell, Texas
REPORT DATE: October 4, 1999
PROJECT NO: 0791-2184
SAMPLE DATE: September 23, 1999
CONTRACTOR: J R J Paving
TICKET NO.: 1419854
AMBIENT TEMP. (°F): 76
CONCRETE TEMP. (°F) (AS?M C-t0~4): 81
TIME BATCHED: 9:18
TIME SAMPLED: 10:12
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 31
MIX ID NUMBER: 8273
AIR (%) (ASTM C-231): 4
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 5 1/4
Entrance way, Star Leaf at McArthur, 8 feet off McArthur, station 0+05
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 93 7 9-30-99 113000 4000 3500/28 days
REC 94 28 10-21-99
REC 95 28 10-21-99
REC 96 Hold
Fracture mode is (A) unless otherwise noted
Specificati°ns: Making & ASTM C'31 Testing ASTM C-143. Typesof ~ ~] ~ C
Cudng: Mefl~ods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Mike Flute
FUGRO SOUTH INC.
SMH/mv
Distribution:
Reviewed B .W'"~./.----~- ~
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