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- CROSS-UK Newsletter 2 (2)
- CROSS-UK Newsletter 9 (1)
- CROSS-UK Newsletter 11 (1)
- CROSS-UK Newsletter 12 (1)
- CROSS-UK Newsletter 13 (1)
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- CROSS-UK Newsletter 28 (3)
- CROSS-UK Newsletter 38 (2)
- CROSS-UK Newsletter 42 (2)
- CROSS-UK Newsletter 43 (2)
- CROSS-UK Newsletter 44 (1)
- CROSS-UK Newsletter 46 (2)
- CROSS-UK Newsletter 47 (3)
- CROSS-UK Newsletter 56 (1)
- CROSS-UK Newsletter 58 (1)
- CROSS-UK [sub-heading only] (24)
- CROSS Newsletter (15)
- CROSS Safety Report (35)
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CROSS regions
Another example of brick slips falling from height
Another example of defective brick slips falling from the facade of a building.
10 March 2022
CROSS Safety Report
Report ID: 1081
Region: CROSS-UK
Steel portal frame erection
A reporter describes how a steel portal frame collapsed during its erection.
1 March 2006
CROSS Safety Report
Report ID: 20
Region: CROSS-UK
Mobile phone masts
The concern of an overseas reporter is that erection, foundation design and construction, and maintenance of mobile phone masts are not carried out adequately.
1 March 2006
CROSS Safety Report
Report ID: 22
Region: CROSS-UK
Collapse of tank falsework
This report relates to the collapse of falsework erected to construct an in situ, reinforced concrete, circular water retaining structure.
1 October 2009
CROSS Safety Report
Report ID: 150
Region: CROSS-UK
Fall of bridge deck support due to bolt over-tightening
A 7t steel frame designed to temporarily support part of a bridge deck during bearing refurbishments work fell from height as it was about to be lowered some 21m to the ground.
1 January 2011
CROSS Safety Report
Report ID: 216
Region: CROSS-UK
Piling platform failure
While back screwing an auger, the ground began to fail under the foot of the rig causing it to sink forwards and collapse.
1 January 2012
CROSS Safety Report
Report ID: 271
Region: CROSS-UK
Collapse of a hollow core unit
This refers to the collapse of one modest span precast hollow core concrete unit and the excessive deflection of others on a building which was under construction.
1 October 2012
CROSS Safety Report
Report ID: 258
Region: CROSS-UK
Gain in strength of mortar slower than concrete
A masonry wall settled and cracked after four courses of Engineering grade B bricks were substituted (not by the designer) for the original in-situ concrete padstones on cost and handling grounds.
1 April 2010
CROSS Safety Report
Report ID: 177
Region: CROSS-UK
Deficiencies on access scaffold
Investigation by a reporter’s firm into an access scaffold on a refurbishment contract on a city centre site brought to light a number of deficiencies which rendered the scaffold out with its design parameters.
1 April 2011
CROSS Safety Report
Report ID: 219
Region: CROSS-UK
House collapse
This is a case of collapse caused by a builder not carrying out underpinning works as detailed by the design engineer.
1 January 2009
CROSS Safety Report
Report ID: 128
Region: CROSS-UK
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