SC-Coppell MSW-LR020506FUGRO SOUTH, INC.
CORD
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 6, 2002
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0701 -2192
SAMPLE DATE: April 5, 2002 1
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks
109404
CONCRETE SUPPLIER:
Hanson
70
PLANT/TRUCK:
27/108
74
MIX ID NUMBER:
9351
10:18
AIR ( %) (ASTM C -231) :.
LOAD
11:15
WATER ADDED (gal):
3
P. Cloudy
SLUMP (in.) (ASTM C -143) :
5.5
Sidewalk, north side of Building F, sampled at 10 feet north, 10 feet
west of northeast building corner
CMS 184
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)
CMS 184
7
4/12/02
103100
3650
3600/28 days
CMS 185
28 1
5/3/02
136300
4820
CMS 186
28
5/3/02
134000
4740
CMS 187
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Curing:
Testing ASTM C -143,
Methods: ASTM C
Types of
Fracture:
-39
A® B® C D
REMARKS:
Technician: Jose Rivera
FUGRO SOUTH INC.
Reviewed By: l
SMH /rm
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