An existing azobé wood bridge deck was replaced by ultra high strength concrete (cube strength 180 MPa) panels. This paper deals with 2 bascule moving bridges in the A44 motorway near Sassenheim, The Netherlands. The longitudinal steel girders are spaced 685 mm apart. Each bridge deck consists of 4 panels 7.25 × 2.95 m. In order to keep the maximum weight under 170 kg/ m2 the CRC principle was used. This means very slender very high strength concrete construction parts combined with a high percentage of reinforcement. In this case the panels are 45 mm thick with 3 layers ∅8-40 mm reinforcement (5.6 %). The edges are 65 mm thick with 10% reinforcement.
CITATION STYLE
Kaptijn, N., & Blom, J. (2002). A New Bridge Deck for the Kaag Bridges The First CRC (Compact Reinforced Composite) Application in Civil Infrastructure. Science and Engineering of Composite Materials, 10(6), 397–402. https://doi.org/10.1515/secm.2002.10.6.397
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