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Dutch design method - ICPA

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Rehabilitation Ring Road R1, AntwerpTotal % reinforcement (l + t): 0.74%Longitudinal: steel bars BE 500 S, diameter 20mm, spacing 0.18 m, length 14 m, lap0.7 m, skewed splice patternTransverse: steel bars BE 500 S, diameter 12mm, spacing 0.7 m, angle 60°, supportedby chairs fixed in asphalt interlayerIn longitudinal construction joints: tie bars,diameter 16 mm, spacing 0.8 m26 October 2009 64

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