2JUNCTIONS
Diagram 501 may be used only in combination with a supplementary plate to diagram 502 or 503. The supplementary plates may not be used alone. The distance may be varied (see Appendix C). A supplementary plate to diagram 608 (Dual carriageway) may be used in addition to a plate to diagram 502 or 503
2.1 The sign to diagram 501, together with a plate to diagram 502 or 503 showing the appropriate distance, should be used where the clear visibility GIVE WAY sign is less than the distance given in table 2-1. The sign may also be accompanied by the word SLOW (diagram 1024) marked on the carriageway. Where the Junction is With a dual carriageway road, a plate to diagram 608 may be added below the STOP or GIVE WAY plate (see also paras 5.15 to 5.17). Where there is a gap in the central reservation 502 Distance to a STOP line and a right turn is permitted, this should reduce the risk of drivers turning into the wrong carriageway. See Chapter 3 for further guidance on the STOP and GIVE WAY signs, and Chapter 5 for road markings at distance (see paras 1.22 and 1.23) to the STOP or junctions.
85th percentile speed |
Clear visibility distance below which an advance warning sign should be provided |
Size of advance warning sign (see note 1) |
Supplementary plate x-height (see note 1) |
Distance of advance warning sign from STOP or GIVE WAY | ||
---|---|---|---|---|---|---|
(mph) | (m) | (mm) | (mm) | (m) | ||
Up to 30 | 45 | 600 | 62.5 | 45 | ||
31 to 40 | 60 | 750 | (600) | 75 | (62.5) | 45–110 |
41 to 50 | 90 (150) | 900 | (750) | 100 | (75) | 110-180 |
Over 50 | 150 | 1200 | (900) | 125 | (100) | 180-245 |
NOTES
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