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CROSS regions
Defects in tapered thread reinforcement bars for coupling
A reporter highlights how B500 reinforcing bars were observed to have visually different tapered threads cut into the bars after delivered to site.
1 July 2019
CROSS Safety Report
Report ID: 844
Region: CROSS-UK
Concrete grade confusion in software
A reporter noticed that the design calculation report generated by a proprietary software package called for ‘concrete characteristic strength = 45N/mm2’, but did not confirm whether this refers to the cylinder or cube strength.
1 April 2019
CROSS Safety Report
Report ID: 788
Region: CROSS-UK
Design responsibility for temporary stability of steel frame building
A reporter raises concerns about the division of responsibility for the temporary stability of a four-storey steel frame structure with precast concrete planks and a structural topping.
1 April 2019
CROSS Safety Report
Report ID: 789
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
Inadequate billets used in precast concrete connections
Whilst completing a third-party design appraisal, a correspondent found that solid steel billets intended to form the primary shear transfer mechanism between concrete beams and columns were insufficient for this purpose.
1 April 2019
CROSS Safety Report
Report ID: 705
Region: CROSS-UK
Quality of design and construction of a major bridge structure
This report concerns the design and installation of the bridge bearing zones on a new prestressed precast concrete viaduct.
1 October 2018
CROSS Safety Report
Report ID: 781
Region: CROSS-UK
Casting, transporting and installing precast concrete kerbs
A reporter shares their experience of how collaborative engineering thinking involving several parties enabled a design solution to be found that could be constructed safely.
1 October 2018
CROSS Safety Report
Report ID: 778
Region: CROSS-UK
Failure of prestressed hollowcore units during lifting
A reporter raises concerns about how prestressed hollowcore units can fail during lifting if not carefully designed, planned, and managed.
1 October 2018
CROSS Safety Report
Report ID: 749
Region: CROSS-UK
Tower crane foundation design error
Whilst carrying out an independent design check on a tower crane foundation design, a reporter discovered that the piles used on site did not have the required tension capacity.
1 July 2018
CROSS Safety Report
Report ID: 662
Region: CROSS-UK
Unauthorised alterations to Light Gauge Steel Framing on site
Concerns were raised after Light Gauge Steel Framing (LGSF) acting as a structural system was trimmed locally on site to accommodate the installation of balcony brackets without approval from the design team.
1 July 2018
CROSS Safety Report
Report ID: 669
Region: CROSS-UK