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T.P.B.M.7.2.4<br />

4.6 Grade Separated Junctions<br />

4.6.1 Introduction<br />

4.6.1.1 Grade separated junctions occur where some or all of the<br />

intersecting roads pass each other at different levels and some<br />

or all of the turning movements are catered for by ramps<br />

connecting the two levels.<br />

4.6.1.2 Compared with other junction types, grade separated junctions<br />

offer increased capacity, less vehicular delay, fewer accidents<br />

and reduced operating costs* These benefits are offset by the<br />

high construction costs and usually increased land take. Land<br />

take, which is of prime importance in the vast majority of<br />

locations in Hong Kong, can however be minimised with prudent<br />

design. Junction layouts should be as compact as possible<br />

within the limitations imposed by the minimum geometric<br />

standards discussed in subsequent paragraphs.<br />

4.6.1.3 The layouts and standards recommended in this section are most<br />

appropriate to trunk road and primary distributor junctions<br />

where most grade separated layouts may be expected.

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