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PHASE II REPORT - Caltrans

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• Abrasion: CAT. This test may be conducted on fully (oven cured) samples under<br />

water and with various conditioning methods including soaking at different<br />

temperatures and times, and different curing cycles.<br />

• Water Resistance: The CAT will be carried out for extended times on fully cured<br />

samples under elevated temperature under water. This will be expressed as a ratio<br />

of 1-hour soak to 6-day soak and a limit set for acceptable mixes of retained<br />

abrasion resistance.<br />

• Deformation Resistance: The existing TB-109, Loaded Wheel Test, will be used to<br />

evaluate deformation characteristics.<br />

Table 3.7: Long Term Performance Tests included in S3 Specifications<br />

Long Term Performance Tests Test Method Defined Property<br />

Abrasion Resistance CAT<br />

Water Resistance CAT<br />

Permanent Deformation ISSA TB-109<br />

3.6.7 The Asphalt Pavement Analyzer Test (APA)<br />

26<br />

Raveling<br />

Resistance to moisture damage<br />

Deformation characteristics<br />

Due to budget limitations, the APA test was not evaluated in this study. However, the team<br />

recommends that future research be conducted regarding the use of the APA as an alternative<br />

to the Loaded Wheel Tests (LWT) to evaluate the permanent deformation properties of slurry<br />

systems used for rut-filling applications.<br />

3.7 PROPOSED S3 SLURRY SYSTEMS MIX DESIGN METHOD<br />

The proposed mix design procedure is shown in Figure 3.9. The design procedure addresses<br />

the shortcomings of the existing procedures by examining mix properties that relate to field<br />

performance issues. The steps in the proposed mix design procedure are described below.

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