Vistas of C P3-LR 990601FUGRO SOUTH, INC.
r �
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Centex Homes Report Date June 1, 1999
PROJECT Vistas of Coppell 3, Coppell, Texas Project No.: 0781 -2276
I SAMPLE DATE: May 3, 1999
CONTRACTOR:
TICKET NO..
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Gilco
072911
CONCRETE SUPPLIER:
Lattimore
75
PLANT/TRUCK:
61941
71
MIX ID NUMBER:
42
10:00
AIR ( %) (ASTM C -231) :
3.3
10:55
WATER ADDED (gal):
0
Cloudy
SLUMP (in .) (ASTM C -143) :
2.75
Paving:
Eastbound turn lane into Watchers Trace Drive, sample taken
at far west side of turn lane
7
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
NUMBER
AGE
(days)
DATE
TESTED
LOAD
(pounds)
STRENGTH
(psi)
STRENGTH
(psi)
VOC 89
7
05/10/99
121000
4280
3600/28 days
VOC 90
28
05131/99
144000
5090
VOC 91
28
05/31/99
147000
5200
VOC 92
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: David Putman
FUGRO SOUTH INC.
Reviewed By:
SMH /bg
Distribution: Centex Homes - Robert Poole/
City of Coppell - Larry Davis
Gilco Contracting Inc. - Dale Gilreath