Vista Point II 3-7-LR051014 I !440 Rccdet Rtl · Dallas. [X 75229
Tel (214) 352 4100' F~x {214} ~524R1
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: %c~>tl & Reid General ('ommcu~rs.
PROJECT: x, ism Point II Lots
I.cxxisvillc CoppclI,
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
CONCRETE INFORMATION
Sample Date: 10,07 05
Project No.:
Garland Concrete
1572~0
66
80
10:08 a rtl.
1030 a.rr~
CONCRETE SUPPLIER: Nelson Broihers
PLANT/TRUCK: 1
MIX ID NUMBER: P037AEA
AIR (%) (ASTM C-231) 45
WATER ADDED (gal): 0
Cloudy SLUMP (inches) (ASTB C-143) 3 ~,
Paving approach MacArthLJr Boulevard south bound deceleration lane at south
approach
CONCRETE
CYLINDER ? /~GE ~- DAT~
NUMBER i (Days) ! TESTED
IA
~B
~C
7
28
28
Hold
Making &
Curing:
CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
10/14/05
! 1/04/05
11/04/05
Hold
ASfM C 1
TOTAL LOAD · COMPRESSIVE
(Pounds)/i STRENGTH
I (psi)
122010 432(3
15022O 531()
153040 5410
SPECIFIED COMPRESSIVE
STRENGTH
{psi}
4200/28 days
Testin; Methods AS]MC !4 ~,STMC 39
lcchnx:mn: Daniui Kellc~
Ct of Coppell Larry Davis
1: ~ItGO C()NSU1/I'ANTS, INC.
(i ~cked By: /
/