SC-Coppell ABA-LR000911I
FUGRO SOUTH, INC.
Y
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
OBSERVATION OF CONCRETE PLACEMENT
CLIENT: Coppell ISD, c/o K A Sparks REPORT DATE: September 11, 2000
PROJECT Coppell ISD Administration Building, Coppell, Texas PROJECT NO: 0700 -2189
DATE PERFORMED: September 5, 2000
General Contractor: K.A. Sparks / The Cortez Group
Method of Test Applicable ACI Recommendations and ASTM Standards
Results / Remarks:
Concrete placement observation was performed at the Slab for administration section of building
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:
Yancey Bivings
Fugro South Technician
8:30 a.m.
10:10 a.m.
40
5.0 to 6.0
5.0
LMC -Plant No.: 3
90 - 92 °F
3000/28
4
No
FUGRO SOUTH, INC.
Reviewed By: ::!:, 7.�-s._ —
SMH /bg
Distribution: K A Sparks Contractors Inc. — Jim Schooler
City of Coppell — Larry Davis
Coppell ISD — Mickey Harper
SHW Group — Joe Craddock
SHW Group — Mike Elmore
FUGRO SOUTH, INC.
SRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301, Fax (972) 620 -7328
OBSERVATION OF CONCRETE PLACEMENT
CLIENT: Coppell ISD, c/o K A Sparks REPORT DATE: September 11, 2000
PROJECT: Coppell ISD Administration Building, Coppell, Texas PROJECT NO: 0700 -2189
DATE PERFORMED: August 31, 2000
General Contractor: K.A. Sparks
Method of Test: Applicable ACI Recommendations and ASTM Standards
Results / Remarks:
Concrete placement observation was performed at the Floor Slab - north half of floor
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:
Zia Masumi
Fugro South Technician
8:30 a.m.
11:30 a.m.
40
5.0
5.0
TXI -Plant No.: 3
90 °F
3000/28
4
No
FUGRO SOUTH, INC.
Reviewed By:
SMH /bg
Distribution: K A Sparks Contractors Inc. — Jim Schooler
City of Coppell — Larry Davis
Coppell ISD — Mickey Harper
SHW Group — Joe Craddock
SHW Group — Mike Elmore
FUGRO SOUTH, INC.
Aawn
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD, c/o K A Sparks Report Date: September 11, 2000
PROJECT: Coppell ISD Administration Building, Coppell, Texas Project No.: 0700 -2189
SAMPLE DATE: August 11, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
14138118 CONCRETE SUPPLIER:
Lattimore
100
PLANTITRUCK:
14/1119
88
MIX ID NUMBER:
17
1:32
AIR ( %) (ASTM C -231) :
DATE
2:40
WATER ADDED (gal):
10
Clear
SLUMP (in.) (ASTM C -143) :
6
Piers:
S10 -S16, sampled at S12
(psi)
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)
CAC 5
7
08/18/00
83700
2960
3000/28 days
CAC 6
28
09/08/00
120400
4260
CAC 7
28
09/08/00
123000
4350
CAC 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: Steven Campbell
FUGRO SOUTH INC.
Reviewed By:
SMH /rm
Distribution: K A Sparks Contractors Inc. — Jim Schooler
City of Coppell — Larry Davis
Coppell ISD — Mickey Harper
SHW Group — Joe Craddock
SHW Group — Mike Elmore