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CROSS regions
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
Shear failure during demolition
A reporter raises concerns about how a number of buildings being demolished ‘top-down’ have suffered from partial collapse during the process.
1 January 2016
CROSS Safety Report
Report ID: 523
Region: CROSS-UK
Risks from off-site manufacture and hybrid construction
A reporter was recently investigating a ‘near miss’ involving concrete construction in which pre-cast and in-situ concrete were used in combination.
1 January 2016
CROSS Safety Report
Report ID: 529
Region: CROSS-UK
Installation of PV panels
A reporter's firm believes an oversaturated market of engineers carrying out assessments has drove the prices for assessments on roof structures accommodating PV panels down.
1 April 2016
CROSS Safety Report
Report ID: 533
Region: CROSS-UK
Lifting an unbalanced load
This report relates to the lifting of an item of plant by a tower crane during which the load toppled from the slings causing considerable damage and delay.
1 January 2014
CROSS Safety Report
Report ID: 320
Region: CROSS-UK
Modifications to balustrades in a shopping centre
A reporter raises concerns about balustrades on a balcony at an existing shopping centre which they feel may not be adequate for their purpose.
1 July 2013
CROSS Safety Report
Report ID: 336
Region: CROSS-UK
Concerns with propping design to large excavations
Concerns are raised about the design of propping to large excavations and particularly about the design of the connections for a raking prop to a horizontal waler.
1 January 2019
CROSS Safety Report
Report ID: 298
Region: CROSS-UK
Example of small temporary stage structure
This is an example of a small stage that is potentially unstable.
1 January 2013
CROSS Safety Report
Report ID: 302
Region: CROSS-UK
Masonry fall due to high wind
A five block high masonry wall collapsed during high winds.
1 January 2012
CROSS Safety Report
Report ID: 295
Region: CROSS-UK
Basement party walls
The client's consulting engineer had designed a new basement but, when queried by the consulting engineer for the main contractor, was unable to provide survey information for the adjoining property.
1 January 2014
CROSS Safety Report
Report ID: 361
Region: CROSS-UK