Tenders Are Invited For Retaining Wall Hst. Oberthalheim/Timelkam As Part Of The Renovation Of The Railway Crossing Km 3.294 - Construction Of A Retaining Wall

In The Municipality Of Timelkam, The “Linzer Straße” (Former B 1 Wiener Straße) Crosses The Öbb Route Vöcklabruck–Kammern At Km 3.294. At A Distance Of Just 100 M From The “Linzer Straße” Railway Crossing, The Cycle Path And Footpath (R6 Römerweg) Crosses The Tracks Of The Same Öbb Route At Km 3.394. As Part Of The Renovation Of The Railway Crossing At Km 3.294 (Linzer Straße), The Railway Crossing Of The Cycle Path And Walkway At Km 3.394 Will Be Abandoned. This Requires A Joint Crossing Of The “Linzer Straße” As Well As The Cycle Path And Footpath At Km 3,294. To Realize The Joint Crossing, The Relocation Of The Cycle Path And Footpath Along “Linzer Straße” Into The Embankment Of The Vöckla Is Necessary. For This Purpose, The Construction Of An Angle Retaining Wall With A Length Of Approx. 104 M Is Planned. Due To The Slope Gradient Of 60% To 80%, The Construction Of A Vertical, Pile-Founded Structure Is Necessary To Ensure Stability. In Order To Transfer The Load Of The Support Reactions From The Support Structure To The Subsoil, A Force-Fitting Connection Of The Support Structure To The Piles Is Essential. For This Purpose, The Piles Must Be Integrated Into A Reinforced Concrete Structure (Angle Retaining Wall). Furthermore, To Ensure Safety For Pedestrians And Cyclists Against Falls, The Installation Of A 1.20 M High Fall Protection In Accordance With Rvs 15.04.21 Is Required. The Fastening Requires The Production Of An Edge Beam Made Of In-Situ Concrete. The Production Of A Stone Set With A Construction-Related Inclination Of 2.5: 1 Is Not Possible Due To The Topographical Conditions. The Maximum Height Of The Stone Set Would Be Approx. 9.50 M, And The Base Would Be In The Area Of ​​The Hiking Trail Below.