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- CROSS-UK Newsletter 2 (3)
- CROSS-UK Newsletter 9 (1)
- CROSS-UK Newsletter 10 (1)
- CROSS-UK Newsletter 11 (1)
- CROSS-UK Newsletter 12 (1)
- CROSS-UK Newsletter 16 (1)
- CROSS-UK Newsletter 18 (1)
- CROSS-UK Newsletter 19 (2)
- CROSS-UK Newsletter 20 (1)
- CROSS-UK Newsletter 24 (1)
- CROSS-UK Newsletter 26 (4)
- CROSS-UK Newsletter 28 (2)
- CROSS-UK Newsletter 30 (4)
- CROSS-UK Newsletter 31 (1)
- CROSS-UK Newsletter 33 (1)
- CROSS-UK Newsletter 34 (3)
- CROSS-UK Newsletter 35 (1)
- CROSS-UK Newsletter 36 (1)
- CROSS-UK Newsletter 37 (1)
- CROSS-UK Newsletter 38 (1)
- CROSS-UK Newsletter 41 (1)
- CROSS-UK Newsletter 42 (1)
- CROSS-UK Newsletter 44 (1)
- CROSS-UK Newsletter 45 (1)
- CROSS-UK Newsletter 46 (2)
- CROSS-UK Newsletter 47 (4)
- CROSS-UK Newsletter 48 (1)
- CROSS-UK Newsletter 49 (1)
- CROSS-UK Newsletter 51 (1)
- CROSS-UK Newsletter 52 (3)
- CROSS-UK Newsletter 54 (3)
- CROSS-UK Newsletter 55 (2)
- CROSS-UK Newsletter 56 (1)
- CROSS-UK Newsletter 58 (6)
- CROSS-UK Newsletter 59 (3)
- (-) CROSS-UK [sub-heading only] (63)
- CROSS Newsletter (37)
- CROSS Safety Report (63)
- News [sub-heading only] (11)
CROSS regions
Structural steel - reinforced concrete interface
A reporter describes how the substructure of a building was constructed out of position to the extent that the steel frame could not be erected to tolerance and could not be connected to the holding down bolts.
1 March 2006
CROSS Safety Report
Report ID: 19
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
Steelwork connection design
A reporter was asked to design connections for a multi-storey building for which the frame had been designed by another engineer. The result was a near collapse situation.
1 March 2006
CROSS Safety Report
Report ID: 25
Region: CROSS-UK
Differing reinforcement couplers
On a recent project, because of supply problems, the contractor decided to change from the specified rebar couplers (type ‘A’) to those of another manufacturer (type ‘B’).
1 March 2006
CROSS Safety Report
Report ID: 28
Region: CROSS-UK
Culvert roof slab failure
A culvert, which carries a river under a busy main road, partially collapsed.
1 April 2008
CROSS Safety Report
Report ID: 97
Region: CROSS-UK
Inadequate foundation reinforcement
Subcontractors carrying out the ground works for a multi-storey development failed to provide sufficient continuity reinforcement in the ground beams.
1 October 2008
CROSS Safety Report
Report ID: 112
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
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
Thermal effects on long span concrete car park beams
A reporter describes how long span precast hollow core units in a car park started to bow upwards due to thermal effects.
1 October 2010
CROSS Safety Report
Report ID: 173
Region: CROSS-UK
Multi-storey car parks - structural condition concerns
A reporter raises concerns about the structural condition of a number of car parks that they have worked on as remediation projects.
1 April 2012
CROSS Safety Report
Report ID: 265
Region: CROSS-UK
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