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Part 3 – Road Works

3.24    Road–Rail Intersections

Where a railway and a road intersect on the same level, no building or other obstruction which may block the sight lines shall be permitted within an area bounded as set out in Figures 3.5 and 3.6, and Tables 3.5 and 3.6.

 

3.24.1    Level Crossing Sight Triangles and Explanations

Developments near Existing Level Crossings

It is important to maintain clear visibility around level crossings to reduce the risk of collisions.  All the conditions set out in this standard apply during both the construction and operation stages of any development.

Approach sight triangles at level crossings with Stop or Give Way signs

On sites adjacent to rail level crossings controlled by Stop or Give Way Signs, no building, structure or planting shall be located within the shaded areas shown in Figure 3.5.  These are defined by a sight triangle taken 30 metres from the outside rail and 320 metres along the railway track.

 

Figure 3.5: Approach Sight Triangles for Level Crossings with “Stop” or “Give Way” Signs (click to enlarge)

Figure 3.5 - Approach sight triangles for level crossings

Advice Note:
The approach sight triangles ensure that clear visibility is achieved around rail level crossings with Stop or Give Way signs so that a driver approaching a rail level crossing can either:

  • See a train and stop before the crossing; or
  • Continue at the approach speed and cross the level crossing safely.

Of particular concern are developments that include shelter belts, tree planting, or a series of building extensions.  These conditions apply irrespective of whether any visual obstructions already exist.

No approach sight triangles apply for level crossings fitted with alarms and/or barrier arms.  However, care should be taken to avoid developments that have the potential to obscure visibility of these alarm masts.  This is particularly important where there is a curve in the road on the approach to the level crossing, or where the property boundary is close to the edge of the road surface and there is the potential for vegetation growth.

 

3.24.2    Restart sight triangles at level crossings

On sites adjacent to all rail level crossings, no building, structure or planting shall be located within the shaded areas shown in Figure 3.6.  These are defined by a sight triangle taken 5 metres from the outside rail and distance “A” along the railway track.  Distance “A” depends on the type of control (Table 3.6).

 

Table 3.5:  Required Approach Sight Distances for Figure 3.5

 

Vehicle approach speed (km/h)¹ Approach distance A  (m) Required approach visibility along tracks B  (m)
Signs only Alarms only Alarms and boom gates
20 31 318 Not applicable
30 50 282 Not applicable
40 73 274 Not applicable
50 100 278 Not applicable
60 130 287 Not applicable
70 164 300 Not applicable
80 208 314 Not applicable
90 251 330 Not applicable
100 298 357 Not applicable
110 350 376 Not applicable

 

Figure 3.6:  Restart Sight Triangles for Level Crossings

(click to enlarge)

Figure 3.6 - Restrat sight triangles for all level crossings

 

Table 3.6: Required Restart Sight Distances for Figure 3.6

Required approach visibility "A" along tracks  (m)
Signs only Alarms only Alarms and boom gates
677 m 677 m 60 m

Advice Note:
The restart sight line triangles ensure that a road vehicle driver stopped at a level crossing can see far enough along the railway to be able to start off, cross and clear the level crossing safely before the arrival of any previously unseen train.  

Of particular concern are developments that include shelter belts, tree planting, or a series of building extensions.  These conditions apply irrespective of whether any visual obstructions already exist.

 

Notes:

  1. Figures 3.5 and 3.6 show a single set of rail tracks only. For each additional set of tracks add 25 m to the along-track distance in Figure 3.5, and 50 m to the along-track distance in Figure 3.6.
  2. All figures are based on the sighting distance formula used in NZ Transport Agency’s Traffic Control Devices Manual 2008, Part 9 Level Crossings.  The formulae in this document are performance based; however the rule contains fixed parameters to enable easy application of the standard.  Approach and restart distances are derived from a:
    • train speed of 110 km/h
    • vehicle approach speed of 20 km/h
    • fall of 8 % on the approach to  the level crossing and a rise of 8 % at the level crossing
    • 25 m design truck length
    • 90° angle between road and rail