SC-Coppell ABA-LR010125FUGRO SOUTH, INC.
r
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: January 25, 2001
PROJECT: Coppell ISD Administration Building, Coppell, Texas Project No.: 0700 -2189
SAMPLE DATE: January 15, 2001
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
The Conley Group
7097166
CONCRETE SUPPLIER:
Lattimore
50
PLANT/TRUCK:
7/ 1039
58
MIX ID NUMBER:
39
10 A.M.
AIR ( %) (ASTM C -231) :
3.0
10:20 A.M.
WATER ADDED (gal):
0
Partly cloudy
SLUMP (in.) (ASTM C -143) :
33/4
Sidewalk North
side of building on street at Mid -point of 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
(days)
TESTED
(pounds)
(psi)
(psi)
CAC 39
7
1 -22 -01
126500
4470
3500/28 days
CAC 40
28
1 2 -12 -01
CAC 41
28
2 -12 -01
CAC 42
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
0
Curing:
1 Methods: ASTM C -39
I Fracture: A® B® C D
REMARKS:
Technician
Phillip Forrest
FUGRO SOUTH INC.
Reviewed By:
SMH/ nl
Distribution
K A Sparks Contractors Inc. – Jim Schooler
City of Coppell – Larry Davis —
Coppell ISD – Mickey Harper
SHW Group – Joe Craddock
SHW Group – Mike Elmore