Asphalt
Guidelines Per The NSSGA

The National Stone, Sand
and Gravel Association designed the NSSGA
INSTA-GUIDES to provide the
industry salespeople with a simple, basic and
instant overview of sales
issues within the industry. The NSSGA INSTA-
GUIDES will show you where
to find detailed and expanded background
information highlighting a
particular selling topic.
Topic #5
Selling Aggregate for Use
in Hot Mix Asphalt Pavements
This INSTA-GUIDE will:
1. Define hot mix asphalt
pavements.
2. Discuss aggregate
quality.
3. Highlight liquid
asphalt.
4. Discuss customer
requirements.
5. Provide more detailed
hot mix asphalt pavement references.
1. The Hot Mix Asphalt Pavement
In its simplest form, the
hot mix asphalt pavement is a proportioned
combination of aggregate
and asphalt that’s been heated in a central mixing
plant. It is then
transported to a project and spread and compacted on a road
surface before cooling.
Typically, aggregate comprises 93 – 96% of the paving
mixture and the “liquid”
asphalt comprises the remaining 4 – 7% (depending
on the size and grading of
the aggregate).
2. Liquid Asphalt
Liquid asphalt is derived
from distilling crude oil and is the heavy residue
remaining after other
petroleum products have been removed.
3. Aggregate Quality
Feature Advantage Benefit
Size and consistency
Less problems attaining
compaction
Lower rolling cost better
quality pavement
Cubicle particle
shape-coarse aggregate
Better stability
Lower cost higher quality
pavement
Improved skid resistance
Cubicle particle&
shape-fine Aggregate
Higher strength Lower cost
higher quality
pavement putting resistance
Low moisture
Less moisture to dry
Lower drying costs &
stripping resistance
Absorption
Lower absorption
Less asphalt used in the
mix
Lower cost mix if lower
absorption
Specific Gravity
Lower specific gravity,
more volume per ton
More cubic foot of hot mix
per ton
4. Customer Requirements
The hot mix asphalt
pavement buyers usually know just what they want. So,
here are a few things you
should know:
A. Products must be
consistent from load to load. Gradation changes can
often be accommodated if
they’re acknowledged before the asphalt mix is
produced.
B. Low moisture is
desirable to reduce drying costs.
C. Excessive dust
(-200 sieve) can be a problem in an asphalt mix. If the
surface of the coarse
aggregate is coated, it will interfere with the bond
between asphalt and the
coarse aggregate.
D. Absorption of the
aggregate will affect the hot mix asphalt producer’s cost.
A higher absorption will
require more asphalt liquid.
E. Specific gravity
of the aggregate will give different results. A lower specific
gravity will result in a
higher volume of final mix. This would be a lower cost
mix to the customer due to
larger area surfaced per ton.
5. Asphalt/Concrete Pavement References
Numerous articles have been
published on this subject.
A. NSSGA’s Aggregate
Handbook
B. NSSGA’s Aggregate
Library
C. Publications From
i. NSSGA
ii. International Center
for Aggregates Research
iii. National Asphalt
Pavement Association
iv. National Center for
Asphalt Technology
v. Asphalt Institute

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