SC-Coppell MSN-LR 970905a
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: September 5, 1997
PROJECT: Coppell Middle School North, Coppell, Texas PROJECT NO: 0771 -2091
DATE PERFORMED: August 28 1997
General Contractor: K A Sparks
Method of Test: Applicable ACI Recommendations and ASTM Standards
Results / Remarks:
Concrete placement observation was performed at the Grade beams, area C, 27 through 38, B through R
following location:
Time placement began:
2:30 P.M.
Time placement ended:
7:00 P.M.
Total cubic yards placed:
130
Slump range (inches):
5
Slump required (inches):
5
Concrete supplier and plant:
Pioneer / 74
Concrete temperature range ( °F):
84 - 86 °F
Strength required (psi /days):
3500/28
Number of cylinders made:
12
Superplasticizer used:
No
Nabil Mikhail
Fugro - McClelland Technician
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
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT Coppell ISD Report Date September 5, 1997
PROJECT Coppell Elementary School #10, Coppell, Texas Project No .: 0771 - 2089
r SAMPLE DATE: August 27, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks / Cortez
448956
CONCRETE SUPPLIER:
Pioneer
84
PLANTITRUCK:
74
85
MIX ID NUMBER:
9337
COMPRESSIVE
AIR ( %) (ASTM C -231)
CYLINDER
11:00
WATER ADDED (gal):
LOAD
clear
SLUMP (in.) (ASTM C -143) :
43/4
Slab on grade,
area C -2, 10 feet West, 28 feet North of Southeast
corner.
(psi)
(psi)
REMARKS:
Technician: Scott Rogers FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:
SMH /hb
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
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)
CES 215
7
9/3/97
95000
3360
3000/28 days
CES 216
28
9/24/97
CES 217
28
9124197
CES 218
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making &
ASTM C -31
Testing ASTM C- 143, '. Types of
D
Curing:
I Methods: ASTM C -39 Fracture: A® B® C
REMARKS:
Technician: Scott Rogers FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:
SMH /hb
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
GRID
FUGRO- McCLELLAND (SOUTHWEST), INC. ---
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: September 5, 1997
PROJECT: Coppell Middle School North, Coppell, Texas Project No.: 0771 -2091
SAMPLE DATE: August 28, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K A Sparks / Cortez
449080
CONCRETE SUPPLIER: Pioneer
90
PLANTITRUCK: 74 -751
84
MIX ID NUMBER: 9337
5:26 p.m
AIR ( %) (ASTM C -231) :
6:00 p.m
WATER ADDED (gal):
Sunny
SLUMP (in.) (ASTM C -143) : 5
Grade beams
area C, M through B at 33 through 36
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)
CMN 291
7
9/4/97
95000
3360
3500/28 days
CMN 292
28
9/25/97
CMN 293
28
9/25/97
CMN 294
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31 Testing ASTM C -143, Types of
Fracture:
Curing: Methods: ASTM C -39 A® B® C D
REMARKS:
Technician: Nabil Mikhail FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked
SMH /hb
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 Schooier SHW Group - Mike Elmore
FUGRO- McCLELLAND (SOUTHW INC.
�GRO
a l
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: September 5, 1997
PROJECT Coppell Middle School North, Coppell, Texas Project NO.: 0771 -2091
SAMPLE DATE: August 28, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K A Sparks / Cortez
449072
CONCRETE SUPPLIER: Pioneer
92
PLANT/TRUCK: 74 -744
84
MIX ID NUMBER: 9337
4:15 p.m
AIR ( % ) (ASTM C -231) :
5:00 p.m
WATER ADDED (gal):
Sunny
SLUMP (in.) (ASTM C -143) : 5 1/2
Grade beams
area C, R through E at 32 through 33
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)
CMN 287
7
9/4/97
103000
3643
3500/28 days
CMN 288
28
9/25/97
CMN 289
28
9/25/97
CMN 290
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: Nabil Mikhail FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked 13 — i
SMH /hb
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
FUGRO- McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISO Report Date: September 5, 1997
PROJECT: Coppell Middle School North, Coppell, Texas Project No.: 0771 -2091
SAMPLE DATE: August 28, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K A Sparks / Cortez
449066
CONCRETE SUPPLIER:
Pioneer
90
PLANTITRUCK:
74194
86
MIX ID NUMBER:
9337
2:55 p.m
AIR ( %) (ASTM C -231) :
LOAD
3:56 p.m
WATER ADDED (gal):
5
Sunny
SLUMP (in.) (ASTM C -143) :
5
Grade beams
area C, CA - 27 through CA - 32 and T through J at 27
through 32
7
9/4/97
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)
CMN 283
7
9/4/97
90000
3183
3500/28 days
CMN 284
28
9/25/97
CMN 285
28
9/25/97
CMN 286
Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C -31
Testing ASTM C- 143, '. Types of
:Fracture:
Curing:
:Methods: ASTM C -39 A® B® C D
REMARKS:
Technician: Nabil Mikhail
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:
SMH /hb
Distribution: Coppell ISO - Mickey Harper
K A Sparks Contractors, Inc.
K A Sparks Contractors, Inc.
City of Coppell - Garreth Campbell
- E. J. Williams (2) SHW Group - Joe Craddock
- Jim Schooler SHW Group - Mike Elmore