Construction Work - Most Ev.Č. 1579-011 Through The Local Stream - Uhliská. Most Ev.Č. 1579-011 Through The Local Stream - Uhliská Purpose And The Aim Of The Construction Action Is To Improve The Construction And Technical Condition Of The Bridge Building Ev.Č. 1579-011 On Road No. Iii/1579 Over The Botkovský Brook, In Order To Restore The Bridge Building And Adjacent Sections Of The Road In Accordance With The Applicable Applicable Standards And Regulations, Ensuring The Fluency And Safety Of Traffic On The Transferred Road. The Modification Of The Road And The Bridge Is Located In The Cadastral Area Uhliská, In The Urban Area Of Uhliská - Majer. During The Reconstruction Of The Bridge, It Is Designed To Preserve The Leveling At The Original Height. The Length Of The Treatment In Front Of The Bridge Is 20.71 M And Behind The Bridge Building Is 24.1 M Long. The Total Length Of Adjustment On The Road Iii/1579 Returned To The Bridge Is 50.47 M. The Bridge Building Is Situated In The Cadastral Area Of The Village Uhliská, In The Urban Area, Part Of Uhliská - Majere. The Bridged Obstacle Is Botkovský Stream. The Construction -Technical Condition Of The Bridge Building Is Rated As Very Bad (Vi). The Bridge Building Was Built In 1932. It Is A Road, An Oblique Bridge With One Hole. The Perpendicular Span Of The Bridge Is Approximately 4.0 M, The Perpendicular Light Width Is Approximately 3.6 M. The Crossing Angle With An Obstacle Is Approximately 90 °. The Load -Bearing Structure Consists Of A Steel Trough Profile Zes 240 X 80 Mm And Steel Beams I 250 - 8Pcs, Á 0.9M. The Total Height Of The Load -Bearing Structure, Including The Asphalt Layers, Is Approximately 0.65 M. In The Longitudinal Direction, It Is A Static Point Of View Simply Stored Beams. The Load -Bearing Structure Is Terminated In The Transverse Direction By Double -Sided Ledges On Which The Steel Railing Is Fitted With A Height Of 1.1 M. The Posts And Two Horizontal Fillings Are A Cross -Section Of And 100. The Substructure Consists Of Two Extreme Gravitational Stone Supports. The Establishment Of Support Is Flat. The Perpendicular Thickness Of The Support Is Approximately 1.0 M. The Laying Of The Load -Bearing Structure Is Using Cardboard. A Detailed Description Of The Subject Of The Contract Is In The Contract For Work And In Pd.
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