Vistas of C P3-LR 990224FUGRO 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: February 24, 1999
PROJECT: Vistas of Coppell 3, Coppell, Texas Project No.: 0781 -2276
SAMPLE DATE: February 15, 1999 1
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
N B Structures
7065678
CONCRETE SUPPLIER:
Lattimore
6 +3
PLANT/TRUCK:
7/602
70
MIX ID NUMBER:
38
12:42
AIR ( %) (ASTM C -231) :
5
1:30
WATER ADDED (gal):
Partly Cloudy
SLUMP (in.) (ASTM C -143) :
5
Box culvert footing,
Lyndsie Dr., Station 14 +20,
Paving station
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 1
7
2 -22 -99
86000
3042
3000/28 days
VOC 2
28
3 -15 -99
VOC 3
28
3 -15 -99
VOC 4
Hold
Specifications:
Curing & ASTM C -31
Methods: ASTM C -39
Fracture mode is (A) unless otherwise noted
Fractu of A ® B ® C Z D
REMARKS:
Technician: Burl Cooper
FUGRO SOUTH INC.
Reviewed By:
SMH /kp
Distribution: Centex Homes - Robert Poole
City of Coppell - Larry Davis
M B Structures