Use of DYWIDAG Technology for bridge construction in Tel Aviv, Israel, Roka and Ayalon Railway Bridges, Tel Aviv, Israel

Use of DYWIDAG Technology for bridge construction in Tel Aviv, Israel

Construction of the Roka and Ayalon railway bridges in Tel Aviv, Israel

The construction of a new railway line in Israel included the erection of several new bridges. The superstructures of the Roka and Ayalon bridge were designed as continuous post-tensioned hollow box girders with constant depth. The deck widths are 5.2 and 5.6 m, the typical span lengths are 25 and 33 m respectively.
The Roka bridge has a length of 80 m and the length of the Ayalon bridge is 154 m.
The bridges were cast in several segments in lengths between 11 and 14 m and brought into final position using the incremental launching method.
For post-tensioning of he bridge decks the DYWIDAG MA Strand Post-Tensioning System with R type couplers with 9 x 15.7 mm and 12 x 15.7 mm tendons was chosen.