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- CROSS-UK Newsletter 2 (5)
- CROSS-UK Newsletter 5 (1)
- CROSS-UK Newsletter 7 (1)
- CROSS-UK Newsletter 10 (1)
- CROSS-UK Newsletter 12 (1)
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- CROSS-UK Newsletter 19 (1)
- CROSS-UK Newsletter 21 (1)
- CROSS-UK Newsletter 26 (1)
- CROSS-UK Newsletter 28 (2)
- CROSS-UK Newsletter 29 (2)
- CROSS-UK Newsletter 30 (1)
- CROSS-UK Newsletter 31 (1)
- CROSS-UK Newsletter 34 (3)
- CROSS-UK Newsletter 36 (1)
- CROSS-UK Newsletter 37 (2)
- CROSS-UK Newsletter 38 (2)
- CROSS-UK Newsletter 40 (1)
- CROSS-UK Newsletter 42 (1)
- CROSS-UK Newsletter 44 (3)
- CROSS-UK Newsletter 45 (1)
- CROSS-UK Newsletter 46 (4)
- CROSS-UK Newsletter 47 (7)
- CROSS-UK Newsletter 48 (2)
- CROSS-UK Newsletter 49 (1)
- CROSS-UK Newsletter 50 (2)
- CROSS-UK Newsletter 51 (2)
- CROSS-UK Newsletter 52 (2)
- CROSS-UK Newsletter 54 (3)
- CROSS-UK Newsletter 55 (2)
- CROSS-UK Newsletter 58 (4)
- CROSS-UK Newsletter 59 (4)
- CROSS-UK Newsletter 60 (2)
- (-) CROSS-UK [sub-heading only] (69)
- CROSS Newsletter (50)
- CROSS Safety Report (69)
- News [sub-heading only] (18)
CROSS regions
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
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
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
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
Post-tensioned slab failure during tendon stressing operations
A reporter disseminates the lessons learned after the end of a slab burst while stressing the tendons in a post-tensioned concrete slab.
1 April 2020
CROSS Safety Report
Report ID: 882
Region: CROSS-UK
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
Weld de-specification without design approval
A reporter's firm was engaged as fabricators for a main contractor and asked by them to de-specify full and partial penetration butt welds and replace them with fillet welds without approval from the main design engineer.
14 October 2020
CROSS Safety Report
Report ID: 845
Region: CROSS-UK
Propping of post-tensioned slabs during construction
A reporter raises their concerns after an infill slab strip was not poured in time which resulted in overloading of the slab below during a concrete pour.
1 April 2020
CROSS Safety Report
Report ID: 873
Region: CROSS-UK
Settlement of driven piles
A railway platform was constructed on piled foundations and it was noticed that one pair of piles and their associated cross head settled soon afterwards.
1 April 2017
CROSS Safety Report
Report ID: 607
Region: CROSS-UK
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