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Updating Bituminous Stabilized Materials Guidelines Mix Design Report Phase II

Moisture Sensitivity: Part II (Validation) - Asphalt Academy

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2.2 BSMs for MMLS3 testing<br />

The intention of this study is to validate materials that known to be resistant to moisture<br />

damage and materials known to be susceptible to moisture damage. The Initial study included<br />

validation of crushed Hornfels (G2) material. In the addition study, due to time constraints,<br />

limited test were done on Hornfels (RAP) and Quartzites (G4) materials.<br />

Due to the development of a compaction procedure for BSMs to produce triaxial sized<br />

specimens, see Task 12, this procedure followed for the production of specimens for the MMLS3<br />

tests. The triaxial specimens produced, have dimensions of 300mm high and 150mm in<br />

diameter. By having specimen dimensions and an indication of the density of the material, the<br />

amount of aggregates to mix one specimen is calculated. A mass of 12kg material needed to<br />

make one specimen.<br />

2.2.1 <strong>Mix</strong>ing of the <strong>Materials</strong><br />

The initial study tested four different types of BSMs and additional study tested four different<br />

types of materials as indicated in Table J.1. Three materials on the initial study tested after<br />

accelerated laboratory curing. The fourth material selected from Hornfel-RAP with 1% cement<br />

cured for more than 9 months at room temperature. The additional study also tested specimens<br />

after accelerated laboratory curing, more tests are envisage on additional study however results<br />

of only four tested materials were available during final report writing.<br />

Table J.1: <strong>Mix</strong> type and testing Matrix<br />

Binder type<br />

A - Emulsion<br />

B- Foamed<br />

bitumen<br />

Aggregates type<br />

Initial test<br />

Additional test<br />

Crushed Hornfels (G2) Hornfels-RAP + 2% Quartzite + 2%<br />

+2% residual binder residual binder<br />

residual binder<br />

<strong>Mix</strong> 1: 0% filler <strong>Mix</strong> 1: 0% filler <strong>Mix</strong> 4: 0% filler<br />

<strong>Mix</strong> 2: 1% cement <strong>Mix</strong> 2: 1% cement<br />

<strong>Mix</strong> 3: cured more than <strong>Mix</strong> 3: 1% lime<br />

9 months<br />

<strong>Mix</strong> 4: 0% filler<br />

2.2.2 Curing<br />

The curing of the specimens is an essential component on the development of strength within<br />

the mixes before exposure to moisture. In order to carry out curing, the specimen is placed in<br />

an oven just after compaction. Initially, the specimen is placed in the oven for 20 hours<br />

unsealed at a temperature of 30ºC. Without sealing from the dry warm air, the moisture reduces<br />

9

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