Vistas of C P3-LR 990426FUGRO SOUTH, INC.
®RO
2880 Virgo Lane: Dallas, Texas 75229
Ph(972)484 -8301; Fax(972)620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Centex Homes Repoli Date: April 26, 1999
PROJECT Vistas of Coppell 3, Coppell, Texas Project No.: 0781 -2276
SAMPLE DATE: April 15, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
CYLINDER
Humphrey and Morton
3082000 CONCRETE SUPPLIER:
Lattimore Materials
64 PLANT/TRUCK:
4/822
66 MIX ID NUMBER:
42/3600
2 :21 AIR ( %) (ASTM C -231) :
4.7
3:15 WATER ADDED (gal):
10
Sunny SLUMP (in .) (ASTM C -143) :
4
Pavement on inlets, 1st one on the right heading east on Lyndsie
Drive from Natches Trace.
80
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
AGE DATE LOAD STRENGTH STRENGTH
a.- ;% (osil
VOC 77
7
4 -22 -99
VOC
78
28
5 -13 -99
VOC
79
28
5 -13 -99
VOC
80
Hold
Specifications: I Making & ASTM C -31
REMARKS:
Technician: Frank Daniel
4320
Fracture mode is (A) unless otherwise notea
Types of
Fracture: A® B C 0
FUGRO SOUTH INC.
Reviewed By: — ��
(pounds)
122000
Testing ASTM C -143,
Methods: ASTM C -39
SMH /mV
Distribution: Centex Homes - Robert Poole
City of Coppell - Larry Davis