Vistas of C P3-LR 990505FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Centex Homes Report Date: May 5, 1999
PROJECT Vistas of Coppell 3, Coppell, Texas Project No.: 0781 -2276
SAMPLE DATE: April 6, 1999 1
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Gilco Contracting Company
7068600
CONCRETE SUPPLIER:
Lattimore
76
PLANTITRUCK:
7/802
68
MIX ID NUMBER:
438
10:40
AIR ( % ) (ASTM C -231) :
4.3
11:10
WATER ADDED (gal):
20
Sunny /clear
SLUMP (in.) (ASTM C -143) :
4
Pavement on Springhill
Drive at station 4 +89
VOC 49
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 49
7
04/13/99
113000
4000
3000/28 days
VOC 50
28
05/04/99
142000
5020
VOC 51
28
05/04199
140000
4950
VOC 52
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Curing:
Testing ASTM C -143,
Methods: ASTM C -39
Types of
Fracture: A® B C Z D
REMARKS:
Technician: Frank Daniel
FUGRO SOUTH INC.
Reviewed By: �--
SMH /rm
Distribution: Centex Homes - Robert Poole
City of Coppell - Larry Davis