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Deflection of bridge girder under load
A report was received from a bridge examiner to say outer main girder of a short span railway bridge was moving up to 30mm under load.
1 July 2016
CROSS Safety Report
Report ID: 557
Region: CROSS-UK
Inadequate billets used in precast concrete connections
Whilst completing a third-party design appraisal, a correspondent found that solid steel billets intended to form the primary shear transfer mechanism between concrete beams and columns were insufficient for this purpose.
1 April 2019
CROSS Safety Report
Report ID: 705
Region: CROSS-UK
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