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The aim of the article is to describe the method of experimental assessment of a grade-separated junction arm for ultimate traffic volume (capacity). The results of the assessment are compared with values stated in the current Czech Technical Standard ČSN 73 6102, in the German guideline HBS, and in the Highway Capacity Manual (USA).

The Capacity of a Ramp of the Pražský okruh x K Barrandovu Grade Separated Junction