SC-Coppell MSW-LR011001FUGRO SOUTH, INC.
�G R
51
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 October 1, 2001
PROJECT Coppell Middle School West, Coppell, Texas Project No .: 0701 - 2192
SAMPLE DATE: September 21, 2001
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C - 1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K.A. Sparks
Standard 6" x 12 ", 28.27 square inches
CYLINDER
NUMBER
933866
CONCRETE SUPPLIER:
Hanson
72
PLANT/TRUCK:
27/827
83
MIX ID NUMBER:
9351
8:28 a.m.
AIR ( %) (ASTM C -231) :
5.5
9:00 a.m.
WATER ADDED (gal):
-
Mostly Cloudy
SLUMP (in.) (ASTM C -143) :
6
Paving Approach
at driveway between stadium and middle school with
Wrangler Road.
Sampled at east half
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
(p
CMS 33
3
09 -24 -01
72600
2570
3600/28 days
CMS 34
7
09 -28 -01
83000
2940
CMS 35
28
10 -19 -01
CMS 36
28
10 -19 -01
CMS 37
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 Z D
REMARKS:
Technician: Jose Rivera
FUGRO SOUTH INC.
Reviewed By:
SMH /bg
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.
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: October 1, 2001
PROJECT Coppell Middle School West, Coppell, Texas Project No .: 0701 -2192
SAMPLE DATE: September 21, 2001
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K.A. Sparks
933875
CONCRETE SUPPLIER:
Hanson
74
PLANT/TRUCK:
27/829
85
MIX ID NUMBER:
9351
9:30 a.m.
AIR ( % ) (ASTM C -231) :
5.0
10:10 a.m.
WATER ADDED (gal):
-
Partly Cloudy
SLUMP (in.) (ASTM C -143) :
5 -3/4
Paving for west
parking lot, north addition. Sampled
at 50 feet west
and 10 feet south
of northeast corner
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 38
3
09 -24 -01
84500
2990
3600/28 days
CMS 39
7
09 -28 -01
96600
3420
CMS 40
28
10 -19 -01
CMS 41
28
10 -19 -01
CMS 42
Hold
Specifications:
Making & ASTM C -31
Curing:
Testing ASTM C -143,
Methods: ASTM C -39
Fracture mode is (A) unless otherwise noted
Types of
Fracture: A® B® C Z D
REMARKS:
Technician
Jose Rivera
FUGRO SOUTH INC.
Reviewed By:
SMH /bg
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 CampbelF
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl