Page 287 - Masonry and Concrete
P. 287
Paving
286 CHAPTER EIGHT
Excavation, formwork, reinforcement,
pouring, finishing, and curing vary only in
size and shape. Broomed finishes provide
an economical nonslip surface for con-
crete flatwork, but exposed aggregates,
decorative patterns pressed or stamped
into the surface, or coloring pigments can
change the appearance of concrete paving
from mundane to elegant. Minimum rec-
FOOTING
BELOW ommended concrete strength for exterior
FROST LINE residential paving depends on weather
exposure
FIGURE 8-7
■ 2,500 psi in mild climates with no
Footing for steps.
freeze-thaw exposure
■ 3,000 psi in moderate climates with
only a few freeze-thaw cycles per year
3'-0" MIN.
LANDING and where deicer chemicals are not
typically used
■ 3,500 psi in severe climates with many
freeze-thaw cycles per year and where
deicer chemicals are used routinely.
FIGURE 8-8
In cold climates, air-entrained portland
Split steps.
cement or air-entraining admixtures are
required to provide extra freeze-thaw
durability. Welded wire reinforcing mesh is typical in exterior con-
1
crete paving and should be located 3 up from the bottom of the con-
crete for maximum strength. Control joints, construction joints, and
isolation joints should be located as recommended in Chapter 3 to
minimize shrinkage cracking. Exterior concrete paving should be slip-
resistant when it’s wet to avoid accidents. The most common surface
treatments on exterior flatwork are the float finish and the broom fin-
ish. A float finish provides moderate slip resistance for flat and
slightly sloped surfaces. A broom-finish is safer for surfaces with
greater slope, and for maximum safety, the surface can be tooled with
a series of parallel grooves running perpendicular to the direction of
traffic. Decorative finishes can also be used if the additional cost is
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