Air-Blown Asphalt - Pilot Plant
Introduction
Special properties may be
imported to asphalt by blowing air through the topped crude fraction
during the latter part of the refining process. The regular distillation
process is discontinued at some point while the topped crude is still
liquid. The heavy fraction is then put into a converter and air is blown
through it while it is maintained at a high temperature. This process is
continued until the asphalt has attained desired properties. Often, such
asphalts are called oxidized asphalts. However, this is not strictly a
true term because not only oxidation but also vaporization,
dehydrogenation, condensation, polymerization and other reactions occur
during the airblowing process. |
Properties and Tests
Properties and Specifications
Although similar in many respects to the normal paving grades of asphalt
cement previously discussed, the blowing process provides materials that soften
at higher temperatures than asphalt cements. Because the higher softening point
is a most important and desirable property of blown asphalts, they are usually
classified in terms of the ring and ball softening point test, rather than
viscosity or penetration.
While blown asphalts are graded on the basis of the softening point, there are
still penetration test requirements at three temperatures 0°C, 25 °C, and 46°C
(32 ° F, 77 ° F, and 115 ° F). These requirements provide a degree of control
over the temperature susceptibility, or the rate of consistency change with
temperature, for these materials.
Petroleum Asphalt
Specifications have been adopted by AASHTO and ASTM for specialized uses.
Although blown asphalts are not normally specified by name, a blowing process is
usually required to produce an asphalt that will meet specifcation requirements.
Required tests for some specialized specifications are listed in Table along
with the appropriate AASHTO or ASTM test method. These tests are briefly
described in the following paragraphs.
Required Tests for Some Blown Asphalt Cements
Test | Test Method |
Specification and Purpose |
|||
Undersealing PCC |
Dampproofing Waterproofing | Membrane Linings |
|||
AASHTO | ASTM | AASHTOM238 ASTM D3141 |
AASHTOM115 ASTM D449 |
AASHTOM239 ASTM D2521 |
|
Softening Point | T 53 | D 36 | x | ------- | ------ |
Flash Point (C.O.C.) | T 48 | D 92 | x | x | x |
Penetration | T 49 | D 5 | x | x | x |
Ductility | T 51 | D 113 | x | x | x |
Loss on Heating | T 47 | D 6 | x | x | x |
Solubility | T 44 | D 2042 | x | x | x |
Softening Point Test
The softening point test is used as the basic measurement of consistency for
grading blown asphalts. Samples of asphalt loaded with steel balls are confined
in brass rings suspended in a beaker of water, glycerine, or ethylene glycol at
25 mm (1 in.) above a metal plate. The liquid is then heated at a prescribed
rate. As the asphalt softens, the balls and the asphalt gradually sink toward
the plate. At the moment the asphalt touches the plate, the temperature of the
water is determined, and this is designated as ring and ball (RB) softening
point of asphalt.
Penetration Tests
The specifications indicate penetration tests be performed at:
0°C (32°F) with 200-g needle for 60 s
25°C (77°F) with 100-g needle for 5 s
46 °C (115°F) with 50-g needle for 5s
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