Safety information search results
Filter your results
Building or structure type
Building height
Project or lifecycle stage
Design
Operation or occupation
Codes, standards & regulations
Fire incident response
Method of construction
Structural form
Elements & systems
Plant & equipment
Weather & natural hazards
Utilities
Safety reporting
Project delivery methods
Business practice
Public incidents
Locations
Content type
- CROSS-UK Newsletter 1 (1)
- CROSS-UK Newsletter 2 (2)
- CROSS-UK Newsletter 3 (1)
- CROSS-UK Newsletter 4 (1)
- CROSS-UK Newsletter 8 (2)
- CROSS-UK Newsletter 9 (1)
- CROSS-UK Newsletter 11 (1)
- CROSS-UK Newsletter 15 (1)
- CROSS-UK Newsletter 16 (1)
- CROSS-UK Newsletter 19 (1)
- CROSS-UK Newsletter 20 (1)
- CROSS-UK Newsletter 23 (7)
- CROSS-UK Newsletter 24 (1)
- CROSS-UK Newsletter 25 (2)
- CROSS-UK Newsletter 27 (1)
- CROSS-UK Newsletter 28 (1)
- CROSS-UK Newsletter 31 (1)
- CROSS-UK Newsletter 32 (3)
- CROSS-UK Newsletter 33 (2)
- CROSS-UK Newsletter 34 (1)
- CROSS-UK Newsletter 35 (1)
- CROSS-UK Newsletter 36 (1)
- CROSS-UK Newsletter 39 (2)
- CROSS-UK Newsletter 41 (1)
- CROSS-UK Newsletter 43 (1)
- CROSS-UK Newsletter 44 (2)
- CROSS-UK Newsletter 45 (2)
- CROSS-UK Newsletter 51 (1)
- CROSS-UK Newsletter 52 (1)
- CROSS-UK Newsletter 55 (1)
- CROSS-UK Newsletter 56 (2)
- CROSS-UK Newsletter 58 (1)
- CROSS-UK Newsletter 60 (1)
- (-) CROSS-UK [sub-heading only] (49)
- CROSS Newsletter (22)
- CROSS Safety Report (49)
- News [sub-heading only] (10)
CROSS regions
Design of timber structures
An approximate design led to a timber roof deflecting considerably.
1 November 2005
CROSS Safety Report
Report ID: 17
Region: CROSS-UK
Liquid metal assisted cracking (LMAC)
A reporter raises concerns about the risk of liquid metal assisted cracking during the hot dip galvanising process.
1 November 2006
CROSS Safety Report
Report ID: 45
Region: CROSS-UK
Wind damage to secondary elements
A period of storm force winds, with wind speeds approaching design levels, resulted in damage to secondary roofing and cladding elements.
1 July 2006
CROSS Safety Report
Report ID: 42
Region: CROSS-UK
Concrete half joints
Poor reinforcement detailing and installation in a half joint led to the collapse of a series of beams and precast concrete slabs.
1 January 2008
CROSS Safety Report
Report ID: 88
Region: CROSS-UK
Collapse of brickwork cladding
The external leaf of a brickwork pier at first floor level fell down onto the playground of a school adjacent to the main entrance door.
1 October 2007
CROSS Safety Report
Report ID: 84
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
Girder collapse
The failure was of a two-storey high trussed girder with a 36m span, designed to carry a composite steel and concrete floor at the lower level and a trussed roof at higher level.
1 March 2006
CROSS Safety Report
Report ID: 30
Region: CROSS-UK
Precast joint failures
A reporter is interested in CROSS’s evidence about joint failures in concrete. They feel that the same failures keep arising from similar circumstances with none of the lessons having been learnt.
1 July 2008
CROSS Safety Report
Report ID: 107
Region: CROSS-UK
Deadly retaining wall
A blockwork retaining wall, about 2.5 metres high suddenly collapsed causing a fatality.
1 July 2009
CROSS Safety Report
Report ID: 134
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
Submit a report
Your report will make a difference. It will help to create positive change and improve safety.
Our secure and confidential safety reporting system gives professionals the opportunity to share their experiences to help others.