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Pedestrian Signal Denmark uses a "red man, green man" symbol signal. Length of the WALK interval varies by time of day. WALK interval usually calculated using a walking speed formula of 1.3 meters per second, but up to 1.5 meter per second can be used. Pedestrian Signal timing Length of the WALK interval varies by time of day. WALK interval usually calculated using a walking speed formula of 1.3 meters per second, but up to 1.5 meter per second can be used. No flashing clearance interval Fixed timed signals in most of central business district Intersection geometry Streets typically were narrow (by US standards) with a great deal of pedestrian and bicycle traffic. Streets included wide bike lanes, often slightly raised from the street level. No unsignalized right turn lanes for cars, but there are right turn lanes for bicycles. Curbs are typically 3-4 cm high, which is said to be acceptable to persons with mobility impairments. Detectable warning surfaces installed in some locations at the curb, usually in a one-foot band. No detectable warnings at edges of cut-through medians. Number of APS Very common in central business districts; outside of central business districts APS are installed at the request of the Danish Blind Association and only at requested crosswalks of the intersections. APS are fairly extensively installed in downtown areas. Further out, signals are installed at the request of persons who are blind or visually impaired and may be installed only on some crosswalks of the intersection, depending on the request. Installation Example
APS functioning Most installations have audible signals coming from devices at pushbutton height, whether they have pushbuttons or the signals are fixed timed; overhead beaconing speaker devices are currently installed in combination with pushbutton locator tones, at a few trial locations. Signals must conform to a national standard Locator tone and WALK indication
Location
Comments Locator tone was same tone as the WALK interval tone, and at the same intensity. Repetition rates at some locations in Copenhagen did not seem to conform to the published standard. At a multi-leg intersection, the APS were very usable for crossing and alignment.
Contact Mohammed Abazza, Traffic Engineer, Copenhagen Neils Christian Johanneson, Siemens Inge Kyhl, Orientation and Mobility Specialist, Institute for the Blind and Partially Sighted in Denmark Mehta Rohe, Danish Blind Association Jørn Vammen, Signals Engineer, Danish Department of Transportation top ![]() |
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