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- CROSS-AUS Newsletter 1 (1)
- CROSS-AUS Newsletter 4 (2)
- CROSS-AUS [sub-heading only] (3)
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- CROSS-UK Newsletter 60 (1)
- CROSS-UK Newsletter 68 (1)
- CROSS-UK [sub-heading only] (27)
- CROSS-US Newsletter 1 (1)
- CROSS-US Newsletter 2 (3)
- CROSS-US [sub-heading only] (4)
- CROSS Newsletter (20)
- CROSS Safety Report (51)
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CROSS regions
House collapse
This is a case of collapse caused by a builder not carrying out underpinning works as detailed by the design engineer.
1 January 2009
CROSS Safety Report
Report ID: 128
Region: CROSS-UK
Shop/domestic building collapse
A two storey corner (end of terrace) property fronting a very busy, narrow major route collapsed during the construction of a new basement.
1 January 2009
CROSS Safety Report
Report ID: 123
Region: CROSS-UK
Lack of experience on steel column erection
A reporter highlights how works progressed on site without a detailed method statement being provided by the contractor even though it had been requested.
1 April 2013
CROSS Safety Report
Report ID: 324
Region: CROSS-UK
Missing rebar identified prior to concrete slab pour
A reporter describes how they often encounter issues such as missing reinforcement while carrying out pre-pour inspections.
1 January 2013
CROSS Safety Report
Report ID: 310
Region: CROSS-UK
Stability compromised in school hall
A reporter highlights construction issues that occurred during the construction of a new school hall.
1 January 2012
CROSS Safety Report
Report ID: 242
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
Risk in notching timber studs
During the construction of a block of apartments a reporter found a couple of locations on an external fourth floor wall where the load-bearing studs had been notched well past permissible depths.
1 January 2011
CROSS Safety Report
Report ID: 209
Region: CROSS-UK
Split responsibilities on temporary bracing of steelwork
A contractor removed temporary bracing on site prior to the structure being in a permanent stable state.
1 July 2010
CROSS Safety Report
Report ID: 204
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
Contractor uses incorrect fixing bolts for masonry support angles
A correspondent noticed that proprietary masonry support angles specified to support the outer leaf of masonry had been incorrectly connected to the steel beam using carriage bolts.
1 July 2019
CROSS Safety Report
Report ID: 794
Region: CROSS-UK