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https://www.google.co.uk/search?q=motorway+lane+ends+uk&espv=2&source=lnms&tbm=isch&sa=X&ved=0ahUKEwjc_deP2t3UAhXCKsAKHZfjCRAQ_AUIBygC&biw=710&bih=515#imgdii=Dzw7PnDlCZxMeM:&imgrc=ZC0DSl5EaIpQqM: Even more complex junctions can be mapped out with a clear sign; like lane 1 for turning off, lane 3 for staying on, lane 2 for either: https://image.slidesharecdn.com/knowyourtrafficsigns-150105033340-conversion-gate02/95/know-your-traffic-signs-81-638.jpg?cb=1420450457. Lane Ends, Merge Right: 10 (More!) The right lane ends, and traffic must merge left. 02 Alternative messages (see Figure 2C-9) such as TRAFFIC FROM LEFT (RIGHT) DOES NOT STOP (W4-4aP) or ONCOMING TRAFFIC DOES NOT STOP (W4-4bP) may be used when such messages more accurately describe the traffic controls established at the intersection. The mixing of standard yellow and fluorescent yellow-green backgrounds within a selected site area should be avoided. It is the "mergers" responsibility to find a safe opening in traffic and . 07 Among the established engineering practices that are appropriate for the determination of the recommended advisory speed for a horizontal curve are the following: 08 The 16, 14, and 12 degrees of ball-bank criteria are comparable to the current AASHTO horizontal curve design guidance. The cars in the right lane just keep driving along at full speed - it's not their problem. Standard: Often, the speed limit is greater for the larger road, so take that into consideration. 03 If used, the combination Horizontal Alignment/Advisory Speed sign shall not be used alone and shall not be used as a substitute for a Horizontal Alignment warning sign and Advisory Speed plaque at the advance warning location. The offical sign is bad, and the logic behind replacing it with B is compelling, but it does not work graphically: too similar to the on-ramp. in the end, maybe C would be used, but with a modification. Option: Other forms of speed humps include speed tables and raised intersections. The insurance company wants to determine liability so it will not have to pay out for claims that they are not liable for. The background color of the W16-1P plaque shall match the background color of the warning sign with which it is displayed. 03 If used, the Advisory Speed plaque shall carry the message XX MPH. Option: The NEW plaque shall be removed no later than 6 months after the regulation has been in effect. Truck Crossing, Truck (symbol), Emergency Vehicle, W8-6; W11-1,5,5a,8,10,11, 12P,14,15,15P,15a; W16-13P.