SC-Coppell MSN-LR 971010FUGRO- McCLELLAND (SOU THWEST), INC.
o f
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
OBSERVATION OF CONCRETE PLACEMENT
CLIENT: Coppell ISD REPORT DATE: October 10, 1997
PROJECT: Coppell Middle School North Sitework, Coppell, Texas PROJECT NO: 0771 -2094
DATE PERFORMED: October 1, 1997
General Contractor: K.A. Sparks Contractors, Inc.
Method of Test: Applicable ACI Recommendations and ASTM Standards
Results / Remarks:
Concrete placement observation was performed at the
following location:
Perimeter Road
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:
Bob Shea
Fugro - McClelland Technician
7:00 A.M.
5:00 P.M.
500
3 -5.5
5.0
Pioneer
88 -94 °F
4000/28
40
No
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:
SMH /mv
Distribution: Coppell ISD - Mickey Harper City of Coppell - Garreth Campbell
K A Sparks Contractors, Inc. - E. J. Williams (2) SHW Group - Joe Craddock
K A Sparks Contractors, Inc. - Jim Schooler SHW Group - Mike Elmore
�GRO
FUGRO- McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
OBSERVATION OF CONCRETE PLACEMENT
CLIENT: Coppell ISD REPORT DATE: October 10 1997
PROJECT Coppell Middle School North Sitework, Coppell, Texas PROJECT NO 0771 - 2094
DATE PERFORMED: September 30,1997
General Contractor: K.A. Sparks Contractors, Inc.
Method of Test Applicable ACI Recommendations and ASTM Standards
Results / Remarks:
Concrete placement observation was performed at the Fire lane southwest parking area
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:
Burl Cooper
Fugro - McClelland Technician
SMH /mv
Distribution: Coppell ISD - Mickey Harper
K A Sparks Contractors, Inc.
K A Sparks Contractors, Inc.
8:00 A.M.
12:00 P.M.
300
4 -5
5
Pioneer
78 -89 °F
3500/28
24
No
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:
City of Coppell - Garreth Campbell
- E. J. Williams (2) SHW Group - Joe Craddock
- Jim Schooler SHW Group - Mike Elmore
FUGRO- McCLELLAND (SOUTHWEST), INC.
�GRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT Coppell ISD Report Date October 10, 1997
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: September 29 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Tiseo Paving
484591
CONCRETE SUPPLIER:
Pioneer
82
PLANT /TRUCK:
27/121
88
MIX ID NUMBER:
9351
9:10 am
AIR ( % ) (ASTM C -231)
LOAD
9:35 am
WATER ADDED (gal):
0
Clear
SLUMP (in .) (ASTM C -143) :
41/2
Paving:
Eastbound Natches Trace Drive, station
5 +00
CONCRETE CYLINDER COMPRESSIVE' STRENGTH TESTS
Standard 6" x 12 28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CNS 1
7
10/06/97
84000
2971
3000/28 days
CNS 2
28
10/27/97
CNS 3
28
10/27/97
CNS 4
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143, Types of
0
Curing:
Methods: ASTM C -39 Fracture: A® B C D
REMARKS:
Technician: Mark Strittmatter FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:
SMH /rm
Distribution: Coppell ISO - Mickey Harper City of Coppell - Garreth Campbell
K A Sparks Contractors, Inc. - E. J. Williams (2) SHW Group - Joe Craddock
K A Sparks Contractors, Inc. - Jim Schooler SHW Group - Mike Elmore
FUGRO-McCLELLAND (SO UTHWEST), INC.
�GRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT Coppell ISD Report Date October 10, 1997
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No .: 0771 -2094
SAMPLE DATE: September 29, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Tiseo Paving
484613
CONCRETE SUPPLIER:
Pioneer
85
PLANT /TRUCK:
27/Tiseo
88
MIX ID NUMBER:
9351
10:40 am
AIR ( % ) (ASTM C -231) :
LOAD
11:00 am
WATER ADDED (gal):
0
Clear
SLUMP (in.) (ASTM C -143) :
51/2
Paving: Eastbound Natches Trace Drive, station
8 +00
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 28.27 square' inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CNS 5
7
10/06/97
80000
2829
3000/28 days
CNS 6
28
1 10127/97
CNS 7
28
10/27/97
CNS 8
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
? Making & ASTM C -31
Testing ASTM C -143, Types of
Curing:
Methods: ASTM C -39 Fracture: A® B C D
REMARKS:
Technician: Mark Strittmatter FUGRO MCCLELLAND (SOUTHWEST), INC.
Checked By:
SMH /rm
Distribution: Coppell ISD - Mickey Harper City of Coppell - Garreth Campbell
K A Sparks Contractors, Inc. - E. J. Williams (2) SHW Group - Joe Craddock
K A Sparks Contractors, Inc. - Jim Schooler SHW Group - Mike Elmore