d. Referring to Figure 5.9, which portion of the water in the aggregate reacts  with the cement in the PCC mix?

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d. Referring to Figure 5.9, which portion of the water in the aggregate reacts 

with the cement in the PCC mix?

188
Chapter 5 Aggregates
Permeable
void
-Moisture
-Impermeable
voids
Solid
(a)
(b)
(c)
(d)
FIGURE 5.9 Voids and moisture absorption of aggregates: (a) bone dry, (b) air
dry, (c) saturated surface-dry (SSD), and (d) moist.
no specific level of aggregate absorption that is desirable for aggregates used in port-
land cement concrete, but aggregate absorption must be evaluated to determine the
appropriate amount of water to mix into the concrete.
Absorption is also important for asphalt concrete, since absorbed asphalt is
not available to act as a binder. Thus, highly absorptive aggregates require greater
amounts of asphalt binder, making the mix less economical. On the other hand,
some asphalt absorption is desired to promote bonding between the asphalt and the
aggregate. Therefore, low-absorption aggregates are desirable for asphalt concrete.
Figure 5.9 demonstrates the four moisture condition states for an aggregate par-
ticle. Bone dry means that the aggregate contains no moisture; this requires drying
the aggregate in an oven to a constant mass. In an air dry condition, the aggregate
may have some moisture but the saturation state is not quantified. In a saturated sur-
face-dry (SSD) condition, the aggregate's voids are filled with moisture but the main
surface area of the aggregate particles is dry. Absorption is defined as the moisture
content in the SSD condition. Moist aggregates have moisture content in excess of
the SSD condition. Free moisture is the moisture content in the aggregate in excess
of the moisture content in the SSD condition.
The percent moisture content (MC) in the aggregate can be calculated as
Wary
100
Wuoist
MC
(5.1)
Wary
where
Wmoist
Wary = weight of dry aggregate
weight of moist aggregate
Transcribed Image Text:188 Chapter 5 Aggregates Permeable void -Moisture -Impermeable voids Solid (a) (b) (c) (d) FIGURE 5.9 Voids and moisture absorption of aggregates: (a) bone dry, (b) air dry, (c) saturated surface-dry (SSD), and (d) moist. no specific level of aggregate absorption that is desirable for aggregates used in port- land cement concrete, but aggregate absorption must be evaluated to determine the appropriate amount of water to mix into the concrete. Absorption is also important for asphalt concrete, since absorbed asphalt is not available to act as a binder. Thus, highly absorptive aggregates require greater amounts of asphalt binder, making the mix less economical. On the other hand, some asphalt absorption is desired to promote bonding between the asphalt and the aggregate. Therefore, low-absorption aggregates are desirable for asphalt concrete. Figure 5.9 demonstrates the four moisture condition states for an aggregate par- ticle. Bone dry means that the aggregate contains no moisture; this requires drying the aggregate in an oven to a constant mass. In an air dry condition, the aggregate may have some moisture but the saturation state is not quantified. In a saturated sur- face-dry (SSD) condition, the aggregate's voids are filled with moisture but the main surface area of the aggregate particles is dry. Absorption is defined as the moisture content in the SSD condition. Moist aggregates have moisture content in excess of the SSD condition. Free moisture is the moisture content in the aggregate in excess of the moisture content in the SSD condition. The percent moisture content (MC) in the aggregate can be calculated as Wary 100 Wuoist MC (5.1) Wary where Wmoist Wary = weight of dry aggregate weight of moist aggregate
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