SC-Coppell MSN-LR 980203�IGRO
FUGRO- McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT Coppell ISD Report Date February 3, 1998
PROJECT Coppell Elementary School #10, Coppell, Texas Project No .: 0771 -2089
SAMPLE DATE: January 22, 1998
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K.A Sparks
547153
CONCRETE SUPPLIER:
Pioneer
43
PLANT/TRUCK:
TOTAL
60
MIX ID NUMBER:
9337
11:40 a.m
AIR ( %) (ASTM C -231) :
LOAD
12:25 a.m
WATER ADDED (gal):
0
Partly cloudy
SLUMP (in .) (ASTM C -143) :
5
Compressor pad at northwest corner of building
(psi)
CONCRETE CYLINDER COMPRESSIVE STRENGTH. TESTS
Standard 6" x 12 ",,28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CES 235
7
1/29/98
125000
4421
3000/28 days
CES 236
28
2/19/98
CES 237
28
2/19/98
CES 238
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
'• Making & ASTM C -31
Testing ASTM C- 143, `• Types of
Fracture: A® Z 0
Curing:
Methods: ASTM C -39 B C D
REMARKS:
Technician: Skip Martin/ Roosevelt Webber FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:
SMH /hb
Distribution: Coppell ISD - Mickey Harper City of Coppell - Garreth Campbell
K A Sparks Contractors, Inc. - E. J. Williams (2) SHW Group - Joe Craddock
K A Sparks Contractors, Inc. - Jim Schooler SHW Group - Mike Elmore