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The Mirna Bridge is located between the Nova Vas and Višnjan interchanges of the A9 motorway in Istria, Croatia, spanning the Mirna River and the wide Mirna River valley. It is long and comprises two traffic lanes. The bridge has been open for traffic since June 2005. The bridge is one of the most significant structures on the motorway.〔(【引用サイトリンク】BINA Istra "> url = http://www.bina-istra.com/Default.aspx?sid=1156# )〕 The bridge was designed by Zlatko Šavor. The A9 route between Umag and Kanfanar, where the Mirna Bridge is located, was upgraded to motorway standards in June 2011.〔(【引用サイトリンク】BINA Istra "> url = http://www.bina-istra.com/Default.aspx?sid=1838 )〕 However, the works did not include construction of a parallel structure across the Mirna River which would carry the additional carriageway. Expansion of the bridge to a full motorway is planned to start in 2013 and be completed by 2015. ==Description== The deck structure stretches across 22 spans: + 15 x + + 2 x + + + . The design of the bridge was initially in spans, but the final layout was imposed by the particular soil conditions and the arrangement of the river bed and canals below the bridge. Since the soil supporting the bridge foundations has exceptionally low load carrying capacity, it was important to reduce weight of the structure as much as possible. Therefore the design employs two weight-reducing elements: longitudinal steel girders and piers with cap beams at varying heights. The latter reduces volume of concrete used for construction of the piers thereby reducing weight of the structure while giving the bridge a curved, concave deck.〔 The design of the pier foundations was further affected by the fact that the valley is a high quality agricultural area that had to be preserved as much as possible. The height of the reinforced concrete piers ranges from to and each of the piers is topped by a cap beam. The piers comprise an I-cross section with the webs aligned with the bridge axis. Peripheral piers (P1, P2, P20, P21) are executed on shallow foundations, while the remaining piers are executed on driven piles. The superstructure consists of two longitudinal prefabricated girders of constant depth set apart made composite with the deck slab and cross-girders. Structurally, the superstructure is a long continuous girder across 22 spans, tracing a horizontal and a vertical curve. The cross section of the superstructure consists of two solid I-section steel girders of constant depth.〔〔〔(【引用サイトリンク】 url = http://www.hac.hr/brosure/monografija/virtualMagazine.html )〕 抄文引用元・出典: フリー百科事典『 ウィキペディア（Wikipedia）』 ■ウィキペディアで「Mirna Bridge」の詳細全文を読む スポンサード リンク
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