Safety information search results
Filter your results
Building or structure type
Building height
Project or lifecycle stage
Design
Operation or occupation
Fire incident response
Project type
- Alteration & conversion project (1)
- Assessment project [sub-heading only] (2)
- Conservation & restoration project (1)
- Construction project [sub-heading only] (10)
- Extension project (1)
- New build (3)
- Refurbishment (1)
- Remediation project (4)
- Repair project (1)
- Strengthening project (1)
- Structural assessment (6)
Construction period
Method of construction
Structural form
Elements & systems
Temporary works
Plant & equipment
Utilities
Safety reporting
Project delivery methods
Business practice
Risk management
Public incidents
Locations
Content type
- CROSS-AUS Newsletter 4 (2)
- CROSS-AUS [sub-heading only] (2)
- CROSS-UK Newsletter 2 (1)
- CROSS-UK Newsletter 4 (3)
- CROSS-UK Newsletter 5 (2)
- CROSS-UK Newsletter 11 (2)
- CROSS-UK Newsletter 15 (1)
- CROSS-UK Newsletter 20 (1)
- CROSS-UK Newsletter 26 (2)
- CROSS-UK Newsletter 27 (1)
- CROSS-UK Newsletter 29 (1)
- CROSS-UK Newsletter 31 (1)
- CROSS-UK Newsletter 33 (2)
- CROSS-UK Newsletter 34 (1)
- CROSS-UK Newsletter 36 (1)
- CROSS-UK Newsletter 38 (2)
- CROSS-UK Newsletter 39 (2)
- CROSS-UK Newsletter 40 (1)
- CROSS-UK Newsletter 41 (1)
- CROSS-UK Newsletter 45 (2)
- CROSS-UK Newsletter 46 (1)
- CROSS-UK Newsletter 52 (1)
- CROSS-UK Newsletter 54 (1)
- CROSS-UK Newsletter 62 (1)
- CROSS-UK Newsletter 65 (1)
- CROSS-UK [sub-heading only] (30)
- CROSS Newsletter (17)
- (-) CROSS Safety Report (46)
- News [sub-heading only] (6)
CROSS regions
Rotting of rafters likely due to spray foam insulation
Rafters had rotted in areas to 40-50% of their original depth due to spray foam insulation having been installed some years previously, says a reporter.
1 July 2015
CROSS Safety Report
Report ID: 503
Region: CROSS-UK
Flaws with partial encasements around steel columns
A structural assessment found that steel columns encased in concrete to mid-storey height were heavily corroded directly above the top of the encasements.
1 January 2016
CROSS Safety Report
Report ID: 517
Region: CROSS-UK
Estuary bridge - failure of stainless steel tie bars
Concerns were raised after a principal inspection of a bridge found that numerous tie bars connecting the original bridge to strengthened footways had failed.
1 October 2015
CROSS Safety Report
Report ID: 522
Region: CROSS-UK
Freeze and thaw of another RHS
Further to reports about the freezing of water in hollow sections a correspondent has sent photos of a section of mild steel RHS that was removed from a bridge and shows the bulging that can occur.
1 January 2015
CROSS Safety Report
Report ID: 485
Region: CROSS-UK
Bolt failures due to hydrogen embrittlement
A reporter recalls how, in the 1970s while working on a bridge refurbishment project, several new zinc electro-plated bolts failed suddenly, and often shortly after installation.
1 April 2015
CROSS Safety Report
Report ID: 490
Region: CROSS-UK
Grades of weldable quality bolts
A reporter says grade 8.8 bolts are not required to be manufactured as being weldable according to the relevant product standards e.g. ISO 898-1 and -2.
1 April 2014
CROSS Safety Report
Report ID: 392
Region: CROSS-UK
Failure of anchor bolts holding suspended scaffold
During the removal of a suspended scaffold, it was found that a number of the screw bolt anchors had failed.
1 July 2015
CROSS Safety Report
Report ID: 430
Region: CROSS-UK
Freeze/thaw effects on RHSs and unexpected hydrogen generation
A reporter provides their views of the freezing effects on rectangular hollow sections (RHSs) and how this could be related to Liquid Metal Assisted Cracking.
1 October 2014
CROSS Safety Report
Report ID: 434
Region: CROSS-UK
Inspection and maintenance of Super-T bridge girders
Doubts exist about the durability and maintenance of bridge Super-T girders as a result of lack of access for inspection of sealed internal cavities.
1 August 2020
CROSS Safety Report
Report ID: 956
Region: CROSS-AUS
Light gauge steel fabrication
Referring to Report AUS-4, Light steel truss issues, this reporter has concerns about the low ductility of the high tensile steel, in particular with respect to connection design and capacity.
1 August 2020
CROSS Safety Report
Report ID: 957
Region: CROSS-AUS