SC-Coppell MSW-LR020515FUGRO SOUTH, INC.
�GRO
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: May 15, 2002
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0701 -2192
SAMPLE DATE: Apirl 16, 2002 1
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Concrete
109527
CONCRETE SUPPLIER:
Hanson
68
PLANT/TRUCK:
27/1015
74
MIX ID NUMBER:
9349
8:10
AIR ( % ) (ASTM C -231) :
142200
8:33
WATER ADDED (gal):
Cloudy
SLUMP (in.) (ASTM C -143) :
4.0
Slab, covered walk way between north Bldg and
Bldg F
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
CYLINDER
NUMBER
AGE
(days)
DATE
TESTED
TOTAL
LOAD
(pounds)
COMPRESSIVE
STRENGTH
(psi)
SPECIFIED COMPRESSIVE
STRENGTH
(psi)
CMS 192
7
4/23/02
142200
5030
4000/28 days
CMS 193
28
5/14/02
174500
6170
CMS 194
28
5/14/02
176100
6230
CMS 195
Specifications:
Hold
Making & ASTM C -31
Curing:
Fracture mode is (A) unless otherwise noted
Testing ASTM C -143, Types of
Methods: ASTM C -39 Fracture: A® B® C D
REMARKS:
Technician: Justin Schleizer
FUGRO SOUTH INC.
Reviewed By:
SMH /sv
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Jerry Jones (Fax: 972 - 393 -1228)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell'
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl
FUGRO SOUTH, INC.
=1 w-
a s
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: May 15, 2002
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0701 -2192
SAMPLE DATE: April 16, 2002 I
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
109523
CONCRETE SUPPLIER:
Hanson
67
PLANT/TRUCK:
27/1827
74
MIX ID NUMBER:
9349
AGE
AIR ( %) (ASTM C -231) :
LOAD
STRENGTH
WATER ADDED (gal):
NUMBER
7:35
SLUMP (in.) (ASTM C-143):
4.0
Slab, covered walkway between Buildings F and
B, north building
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
da
TESTED
(pounds)
(psi)
(psi)
CMS 188
7
4/23/02
132300
4680
4000/28 days
CMS 189
28
5/14/02
173400
6130
CMS 190
28
5/14/02
170100
6020
CMS 191
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
C
Types of
Fracture: Z
Curing:
Methods: ASTM -39
A® B® C D
REMARKS:
Technician: Justin Schleizer
FUGRO SOUTH INC.
Reviewed By:
SMH /sv
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Jerry Jones (Fax: 972 - 393 -1228)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl