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T.P.D.M. V.2.5<br />

(Al/2002)<br />

5.4.5 Rumble Areas<br />

5.4.5.1 Rumble areas are patches of rough coarse road surface which produce aural and tactile stimuli<br />

inside a vehicle with the intention of alerting drivers to a particular hazard ahead.<br />

5.4.5.2 Research in the UK TRRL Report 800 has however indicated that although these devices may<br />

reduce the number of accidents occurring at a particular hazard they do not necessarily reduce<br />

the approach speed of vehicles, and therefore if the latter is required these type of devices may<br />

not be appropriate.<br />

5.4.5.3 Appropriate material for the patches has found to be 13-19mm roadstone set onto the road<br />

surface using epoxy resin, and further details of this can be found in TRRL Report 800.<br />

5.4.5.4 Six patches should normally be used to form the complete rumble area, which should normally<br />

end at least 100m before the hazard.<br />

5.4.5.5 Rumble areas are generally only appropriate for two way 2-lane carriageways because of possible<br />

dangers that might occur with vehicles overtaking and simultaneously passing over the patches,<br />

however they have been used in other countries on a dual carriageway approach to a round about.<br />

5.4.5.6 It is only necessary to lay patches on the approach lane to the hazard and not the full width of the<br />

carriageway or carriageways as vehicles in the opposite direction are proceeding away from the<br />

hazard. However this can in the case of single carriageway roads sometimes lead to vehicles<br />

crossing over onto the adjacent lane for opposing traffic in order to avoid the rumble areas, and<br />

therefore care has to be taken as to the siting of rumble areas that there is adequate visibility.<br />

Alternatively it maybe appropriate to consider the use of double white lines to confine vehicles to<br />

their lanes.<br />

5.4.5.7 The precise method of determining the length of the patches and the spaces between can be<br />

found in TRRL Report 800, which assumes a linear decelaration between points 250m and 100m<br />

before the hazard and calculating the positions and lengths of the patches accordingly. However<br />

conditions in the Territory are such that uniform speeds can generally be assumed. Based on this<br />

assumption Table 5.4.4.1 gives the length of the patches and spaces between them for various 85<br />

percentile approach speeds.<br />

Table 5.4.4.1<br />

Patch Lengths and Spacing<br />

85 percentile speed<br />

km/h<br />

Patch Length<br />

m<br />

Space between patched<br />

ffi<br />

Rumble strip Length<br />

IB<br />

i<br />

60<br />

5.69<br />

10.96<br />

100<br />

70<br />

7.08<br />

12.36<br />

116.64<br />

80<br />

8.47<br />

13.75<br />

133.3<br />

90<br />

9.9<br />

15.1<br />

150

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