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66 R.Andrei et al.<br />

For option C1, presented in Figure 15, the bituminous surface course is laid on a<br />

Rolled Compacted Concrete (RCC) base, supported by a granular base course, a<br />

classical foundation, and a subgrade or improved subgrade.<br />

For the option C.2, in Figure 16, the bituminous surface course is laid on a Steel<br />

Fiber Reinforced Rolled Compacted Concrete (SFRRCC) base, supported by a<br />

granular base course, a classical foundation, and a subgrade or improved subgrade.<br />

Figure 16. Option C2 - Asphalt surface course on FRRCC base and granular subbase<br />

General considerations concerning the envisaged options:<br />

For options A and B, all pavement structures are recommended to be provided with<br />

a surface treatment realized according to the following alternatives:<br />

a) asphalt layer: a thin asphalt layer/ or slurry seal, double bituminous surface<br />

treatment (double chip seal) or a heavy bituminous surface treatment (heavy<br />

chip seal asphalt treatment);<br />

b) thin polymeric layer (certified material);<br />

c) surface mechanical processing plus alternatives a) or b).<br />

All pavement structures will be provided with improved subgrade, function of the<br />

geotechnical characteristics of the subgrade (foundation) soil.<br />

For options C, by adopting the assumptions that, between the asphalt surface and<br />

the concrete base there is no bonding, it is highly recommended that, for the<br />

thickness design of the whole structure, the design studies to be conducted<br />

separately for each layer, according the specific existing norms (Romanian and<br />

other), as follows:<br />

▪ for concrete base: “Technical Norm for Structural Design of Concrete Base<br />

for Pavements”: NP 111-04, 2005,<br />

▪ for RCC layers: recommendations from EcoLanes internal report [19].<br />

Other specific norms to be used are the Romanian ones referring to the<br />

establishment of performance criteria and composition of SFRC (GP 075 – 2002),<br />

design of rigid pavements (NP 081 – 2002), execution of plain, reinforced and prestressed<br />

concrete pavement layers (NE - 012 – 1999), execution of rigid pavements<br />

with fixed and sliding forms (NE – 014 – 2002).

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