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T.P.D*M*V.2*4<br />

4*5.5 Other Types of Roundabout<br />

4*5*5*1 Variations on the three basic forms of roundabout discussed<br />

above include Grade Separated Roundabouts, Ring Junctions and<br />

Signalized Roundabouts. The most common forms of roundabout<br />

used at grade separated junctions are the two bridge type and<br />

the dumbell type, both of which are shown in Diagram No*<br />

4.5.5.1* The two bridge type suffers from its large size which<br />

increases speeds within the circulatory section, thereby<br />

reducing capacity and safety. Design of this type should<br />

therefore be made as compact as possible. The dumbell<br />

roundabout design has the advantage of compactness and low<br />

construction costs*<br />

4.5.5*2 The conversion to ring junction is an effective solution for<br />

very large roundabouts which exhibit entry problems. Studies<br />

have shown that ring junction layouts can eliminate congestion<br />

without reducing safety* There are no existing roundabouts in<br />

the Territory however, which are large enough for consideration<br />

to converting to ring junction control and it is unlikely that<br />

such layouts will ever form part of our road network*<br />

4.5.5.3 Signalized roundabouts, in certain circumstances, may constitute<br />

a most useful design tool. The need for signals at a roundabout<br />

normally stems from problems associated with one or more<br />

particularly dominant flows which tends to defeat the self<br />

regulating property of the roundabout. By installing traffic<br />

signals entry to the roundabout can be regulated thus creating<br />

entry opportunities for the non dominant flows.

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