Specified compressive strength shall be as follows:
COMPRESSIVE STRENGTH (MPa)
STRUCTURE OR PORTION
OF STRUCTURE
[[34.5
MPa]
@
[_____]
days
[_____]]
[[27.6
MPa]
@
[_____]
days
[_____]]
[[20.7
MPa]
@
[_____]
days
[_____]]
[[17.2
MPa]
@
[_____]
days
[_____]]
COMPRESSIVE STRENGTH (PSI)
STRUCTURE OR PORTION
OF STRUCTURE
[[5,000
psi]
@
[_____]
days
[_____]]
[[4,000
psi]
@
[_____]
days
[_____]]
[[3,000
psi]
@
[_____]
days
[_____]]
[[2,500
psi]
@
[_____]
days
[_____]]
2.3.2
Maximum Water-Cement Ratio (W/C)
**************************************************************************
NOTE: Consult EM 1110-2-2000 and the appropriate DM
to fill in the blanks and to select the appropriate
W/C. When cementitious materials other than
portland cement are used, see paragraph GROUT
MIXTURE PROPORTIONING for definitions of W/C.
**************************************************************************
Maximum W/C shall be as follows:
WATER-CEMENT RATIO, BY MASS
STRUCTURE OR PORTION
OF STRUCTURE
[0.40
[_____]]
[0.45
[_____]]
[0.50
[_____]]
[0.55
[_____]]
[0.60
[_____]]
[0.65
[_____]]
These W/Cs may cause higher strengths than that required by paragraph
PREPLACED AGGREGATE.
PART 3
EXECUTION
3.1
EQUIPMENT
3.1.1
Capacity
**************************************************************************
NOTE: Refer to the appropriate DM for the capacity.
Guidance is also found in EM 1110-2-2000.
**************************************************************************
The mixing and pumping equipment shall have a capacity of at least [_____]
SECTION 03372
Page 20
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