Safety information search results
Filter your results
Products
Project or lifecycle stage
Design
Operation or occupation
Codes, standards & regulations
Fire incident response
Construction period
Method of construction
Structural form
Elements & systems
Temporary works
Plant & equipment
Weather & natural hazards
Utilities
Safety reporting
Project delivery methods
Business practice
Risk management
Public incidents
Theme pages
Locations
Content type
- CROSS-UK Newsletter 2 (1)
- CROSS-UK Newsletter 9 (1)
- CROSS-UK Newsletter 26 (1)
- CROSS-UK Newsletter 31 (1)
- CROSS-UK Newsletter 32 (2)
- CROSS-UK Newsletter 37 (1)
- CROSS-UK Newsletter 46 (1)
- CROSS-UK Newsletter 52 (2)
- CROSS-UK Newsletter 54 (1)
- CROSS-UK Newsletter 56 (2)
- CROSS-UK Newsletter 59 (2)
- CROSS-UK Newsletter 60 (1)
- CROSS-UK Newsletter 65 (1)
- CROSS-UK [sub-heading only] (16)
- CROSS Newsletter (12)
- CROSS Safety Report (19)
- News [sub-heading only] (5)
CROSS regions
Poor quality design leads to failure for a small design and build contract
An example of a small design and build contract where poor design and management led to an inadequate structure being built.
6 June 2022
CROSS Safety Report
Report ID: 1088
Region: CROSS-UK
Steelwork splices do not match design calculations
Remedial works had to be carried out after it was found that steelwork splices on site did not match calculations which were retrospectively provided by a contractor.
29 March 2021
CROSS Safety Report
Report ID: 916
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
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
Design deficiencies in long span steelwork portal
A firm commissioned to design steel joints on a large portal frame structure noticed that there was lack of restraint to a series of long span rafters.
1 October 2013
CROSS Safety Report
Report ID: 329
Region: CROSS-UK
Compatibility at RC column to slab joint - strong column/weak slab
A reporter who was reviewing the structural design of a commercial building raises concerns over the compatibility at column/slab joints when different grades of concrete are used.
1 April 2012
CROSS Safety Report
Report ID: 296
Region: CROSS-UK
Stability of tenants' mezzanine
A reporter is concerned about structures where cold-rolled sections depend upon the chipboard for their lateral torsional restraint, and to act as a horizontal diaphragm.
1 July 2013
CROSS Safety Report
Report ID: 378
Region: CROSS-UK
Inadequate steel beam splice
A reporter raises concerns of an inadequate steel beam splice they came across on site.
1 October 2013
CROSS Safety Report
Report ID: 343
Region: CROSS-UK
Bridge bearing design and installation - further concerns raised
A reporter says that the issue of successful co-ordination between designers, contractors and specialist bearing suppliers is one they have experienced.
1 January 2019
CROSS Safety Report
Report ID: 796
Region: CROSS-UK
Quality of design and construction of a major bridge structure
This report concerns the design and installation of the bridge bearing zones on a new prestressed precast concrete viaduct.
1 October 2018
CROSS Safety Report
Report ID: 781
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.