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- CROSS-AUS Newsletter 1 (1)
- CROSS-AUS [sub-heading only] (1)
- CROSS-UK Newsletter 2 (4)
- CROSS-UK Newsletter 3 (1)
- CROSS-UK Newsletter 4 (2)
- CROSS-UK Newsletter 5 (1)
- CROSS-UK Newsletter 6 (1)
- CROSS-UK Newsletter 7 (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 24 (2)
- CROSS-UK Newsletter 25 (1)
- CROSS-UK Newsletter 26 (1)
- CROSS-UK Newsletter 28 (1)
- CROSS-UK Newsletter 29 (2)
- CROSS-UK Newsletter 31 (1)
- CROSS-UK Newsletter 32 (4)
- CROSS-UK Newsletter 33 (1)
- CROSS-UK Newsletter 34 (2)
- CROSS-UK Newsletter 35 (1)
- CROSS-UK Newsletter 37 (2)
- CROSS-UK Newsletter 39 (1)
- CROSS-UK Newsletter 41 (2)
- CROSS-UK Newsletter 42 (1)
- CROSS-UK Newsletter 43 (2)
- CROSS-UK Newsletter 44 (1)
- CROSS-UK Newsletter 45 (2)
- CROSS-UK Newsletter 49 (2)
- CROSS-UK Newsletter 50 (1)
- CROSS-UK Newsletter 52 (2)
- CROSS-UK Newsletter 53 (1)
- CROSS-UK Newsletter 54 (1)
- CROSS-UK Newsletter 55 (2)
- CROSS-UK Newsletter 56 (3)
- CROSS-UK Newsletter 58 (1)
- CROSS-UK Newsletter 59 (3)
- CROSS-UK Newsletter 60 (2)
- (-) CROSS-UK [sub-heading only] (63)
- CROSS Newsletter (35)
- CROSS Safety Report (63)
- News [sub-heading only] (17)
CROSS regions
Falsework support to a bridge – a near miss
This report follows the near collapse of a birdcage scaffold falsework structure during an 800 cubic metre concrete pour on a motorway bridge.
1 October 2012
CROSS Safety Report
Report ID: 333
Region: CROSS-UK
Timber roof truss bracing problem
Lateral movement of the roof tiles on a two-storey mid-terrace house built approximately 35 years ago with a trussed rafter roof led to the discovery of broken bracing.
1 July 2014
CROSS Safety Report
Report ID: 354
Region: CROSS-UK
Further issues with freezing and galvanised hollow sections
A reporter was involved in correcting a cold formed galvanised square hollow section (SHS) four storey balcony structure where longitudinal splits formed in at least two of the four columns.
1 January 2014
CROSS Safety Report
Report ID: 314
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
Lack of control on site when underpinning
The concern is in relation to the sequencing of construction and the lack of control on site from competent persons during underpinning works.
1 October 2011
CROSS Safety Report
Report ID: 241
Region: CROSS-UK
Litigation on divided responsibilities
Divided design responsibilities, says a reporter, are a common source of litigation.
1 January 2013
CROSS Safety Report
Report ID: 229
Region: CROSS-UK
Retaining wall concerns and the stance of a local authority
A reporter was asked by a client to assess a retaining wall built on their boundary by a neighbour who had erected a new dwelling. A review of the calculations and a typical section gave serious concern for its strength.
1 July 2010
CROSS Safety Report
Report ID: 189
Region: CROSS-UK
Asymmetric bridge design and construction – a near miss
During the construction stage of an arch footbridge a design error was identified that had been indirectly revealed by an associated error in construction.
1 October 2011
CROSS Safety Report
Report ID: 262
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
Polyethylene pipework handrails
A reporter raises concerns about the use of polyethylene pipework being used as handrails on sites.
1 October 2013
CROSS Safety Report
Report ID: 373
Region: CROSS-UK