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ingineria iluminatului - Journal of Lighting Engineering - Prof. Florin ...

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Influence <strong>of</strong> the road surface on the efficiency <strong>of</strong> the street lighting installations<br />

value <strong>of</strong> the specular factor S1. By<br />

accepting a certain tolerance, it is possible<br />

to characterize all road surfaces by a few<br />

classes and one class by only one reflection<br />

table typical for that particular class. In<br />

other words, each class can be given by a<br />

standard reflection table, to be used for<br />

luminance calculations for any surface<br />

belonging to that class. Of course, the fewer<br />

classes a system has, the more practical it<br />

will be to work with. The more classes a<br />

system has, on the other hand, the more<br />

accurate can be the results obtained with it.<br />

In order to obtain a standardization in the<br />

information for the calculation performance<br />

data, a set <strong>of</strong> road surface standards R1, R2,<br />

R3 and R4 is in common use.<br />

In the case <strong>of</strong> reflection characteristics<br />

S1 and Q0 can not be measured, an<br />

approximate designation <strong>of</strong> the standard R<br />

class can be made as in Table 1.<br />

Table 1 Approximate designation <strong>of</strong> road surfaces into R road classes (according to Table 6 – CIE 30.2)<br />

Class Description<br />

Asphaltic road surface with at least 15% <strong>of</strong> artificial brightener (Grenette,<br />

Luxovite, Synopal or similar) or with at least 30% <strong>of</strong> very bright anorthosites<br />

(Arclyte, Labradorite or similar).<br />

R1 Surface dressings with chippings where over 80% <strong>of</strong> the road surface is<br />

covered and where the chippings exist for a great deal <strong>of</strong> artificial brighteners<br />

or for 100% <strong>of</strong> very bright anorthosites.<br />

Concrete road surface<br />

Surface dressings with harsh texture and with normal aggregates<br />

Asphaltic surface with 10% to 15% <strong>of</strong> artificial brighteners in the mixture<br />

R2 Coarse and harsh asphaltic concrete rich in grave land with gravel sizes up to or<br />

greater than 10 mm.<br />

Mastic asphalt (Gussasphalt) after dressing in new condition.<br />

Asphaltic concrete (cold asphalt, mastic asphalt) with gravel sizes up to 100 mm<br />

R3 but with harsh texture (sand paper).<br />

Surface dressings with coarse texture but polished.<br />

Mastic asphalt (Gussasphalt) after some months <strong>of</strong> use.<br />

R4<br />

Road surface with rather smooth or polished texture.<br />

The road surface belonging to R class<br />

are more <strong>of</strong>ten used in lighting calculations<br />

in Romania. Therefore I thought it would<br />

be useful to make an evaluation <strong>of</strong> the<br />

influence <strong>of</strong> these types <strong>of</strong> road surfaces on<br />

the efficiency <strong>of</strong> lighting installations.<br />

Considering the R classification system,<br />

R1 table corresponds to the most diffuse<br />

surfaces, R4 table to the smoothest<br />

surfaces, and the fact becomes visible when<br />

analyzing equivalent value curves-r – “iso-r”<br />

diagrams – as seen in Figure 1. The<br />

difference in form <strong>of</strong> the four diagrams is<br />

obvious. The smoothest the surface is, the<br />

slim “izo-r” diagram is.<br />

Ingineria Iluminatului 2010; 12, 2: 33-44 35

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