Vistas of C P3-LR 990316FUGRO 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
PROJECT Vistas of Coppell 3, Coppell, Texas
Report Date March 16, 1999
Project No.: 0781 -2276
SAMPLE DATE: F ebruary 15, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (
CONCRETE TEMP. ( °F) (ASTM C - 1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
N B Structures
7065678
CONCRETE SUPPLIER:
Lattimore
6 +3
PLANTITRUCK:
7/602
70
MIX ID NUMBER:
38
12:42
AIR ( %) (ASTM C -231) :
5
1:30
WATER ADDED (gal):
0
Partly Cloudy
SLUMP (in .) (ASTM C.143):
5
Box culvert footing, Lyndsie Dr., Station 14 +20, Paving station
C. NCRM. CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12' 28.27 square inches
..........
-. .
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
(psi)
NUMBER
d
TESTED
(pounds)
(psi)
VOC 1
7
2 -22 -99
86000
3042
3000/28 days
VOC 2
28
3 -15 -99
103000
3643
VOC 3
28
3 -15 -99
101000
3572
VOC 4
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM G31
Meth ® ® Z D
Curing:
ASTM C-39 Fracture: A S C
REMARKS:
Technician: Burl Cooper
FUGRO SOUTH INC.
Reviewed By:
SMH /em
Distribution: Centex Homes - Robert Poole
City of Coppell - Larry Davis
M B Structures