SC-Coppell MSW-LR020717FUGRO SOUTH, INC.
COMPRESSIVE
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
CLIENT:
PROJ EC
Cop ISD, c/o K A Sparks I
BUD
GTH OF CONCRETE REPORT
A Middle School West, Coppell,
Report Date July 17, 2002
Project No.: 0701 -2192
SAMPLE DATE: June 9, 2002 1
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group, Inc
188479
CONCRETE SUPPLIER:
Hanson
91
PLANTITRUC K:
27/20
89
MIX ID NUMBER:
9349
10:44
AIR ( %) (ASTM C -231) :
LOAD
11:29
WATER ADDED (gal):
10
Sunny
SLUMP (in.) (ASTM C -143) :
5
Walkway E, approximately center of walkway
(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)
CMS 217
7
07/16/02
98830
3500
4000/28 days
CMS 218
28
08/06/02
CMS 219
28
08/06/02
CMS 220
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
& ASTM C -31
ASTM
Curing:
M Testing
ethods: ASTM C -39
Fracture: A® B® C Z D 0
REMARKS:
Technician
Zia Masumi
Reviewed By: z7n�-
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