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Missing starter bars
During an inspection the reporter observed that all the continuity starter bars projecting from the wall kicker were in fact loose.
1 July 2007
CROSS Safety Report
Report ID: 37
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
Permanent formwork to slabs
Concerns are raised over deflection issues that are not being considered when using permanent formwork.
1 January 2011
CROSS Safety Report
Report ID: 215
Region: CROSS-UK
Foundation base plates for tower cranes
On two different contracts it was observed that the foundation base plates for tower cranes had suffered from low compaction of the concrete on which they rest.
1 October 2011
CROSS Safety Report
Report ID: 257
Region: CROSS-UK
Concern about rebending starter bars
This report concerns the bending and rebending of starter bars on site during the construction of a multi storey tower. The reporter considered that such a practice could compromise the structure under extreme load conditions.
24 May 2023
CROSS Safety Report
Report ID: 1164
Region: CROSS-UK
Safety issues with composite metal deck floors
A contractor had a near miss when pouring a concrete slab with permanent formwork.
1 January 2012
CROSS Safety Report
Report ID: 288
Region: CROSS-UK
Actively seeking to identify hazards
A reporter investigating a near miss incident raises concerns that an active prompt to seek out hazards is not being undertaken on innovative construction design and methods.
1 April 2016
CROSS Safety Report
Report ID: 530
Region: CROSS-UK
Responsibilities for hybrid concrete construction
Concerns are raised after a substantial precast element, weighing over 10t, had been placed in position and used as part of the shuttering for an in-situ pour without it being designed to act as a shutter.
1 October 2016
CROSS Safety Report
Report ID: 574
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
Shutter failure during concrete wall pour
A reporter describes how a shutter failed during a concrete wall pour due to resin fixed ties not being allowed to cure.
1 April 2019
CROSS Safety Report
Report ID: 766
Region: CROSS-UK
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