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- CROSS-AUS Newsletter 4 (3)
- CROSS-AUS Newsletter 5 (2)
- CROSS-AUS [sub-heading only] (3)
- CROSS-UK Newsletter 2 (2)
- CROSS-UK Newsletter 12 (1)
- CROSS-UK Newsletter 16 (1)
- CROSS-UK Newsletter 18 (1)
- CROSS-UK Newsletter 19 (1)
- CROSS-UK Newsletter 26 (1)
- CROSS-UK Newsletter 28 (1)
- CROSS-UK Newsletter 31 (1)
- CROSS-UK Newsletter 34 (1)
- CROSS-UK Newsletter 36 (1)
- CROSS-UK Newsletter 38 (1)
- CROSS-UK Newsletter 42 (1)
- CROSS-UK Newsletter 44 (1)
- CROSS-UK Newsletter 45 (1)
- CROSS-UK Newsletter 46 (3)
- CROSS-UK Newsletter 47 (3)
- CROSS-UK Newsletter 48 (1)
- CROSS-UK Newsletter 52 (1)
- CROSS-UK Newsletter 54 (1)
- CROSS-UK Newsletter 55 (1)
- CROSS-UK Newsletter 58 (4)
- CROSS-UK Newsletter 59 (2)
- CROSS-UK Newsletter 60 (1)
- CROSS-UK [sub-heading only] (28)
- CROSS-US Newsletter 3 (1)
- CROSS Newsletter (21)
- CROSS Safety Report (46)
- News [sub-heading only] (7)
CROSS regions
Collapse of a hollow core unit
This refers to the collapse of one modest span precast hollow core concrete unit and the excessive deflection of others on a building which was under construction.
1 October 2012
CROSS Safety Report
Report ID: 258
Region: CROSS-UK
Falsework collapse during slab pour in SE Asia
There was a partial collapse of falsework on a project in Southeast Asia.
1 July 2013
CROSS Safety Report
Report ID: 337
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
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
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
Gain in strength of mortar slower than concrete
A masonry wall settled and cracked after four courses of Engineering grade B bricks were substituted (not by the designer) for the original in-situ concrete padstones on cost and handling grounds.
1 April 2010
CROSS Safety Report
Report ID: 177
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
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
GRP panels as permanent shuttering
A reporter highlights problems that were encountered when Glassfibre Reinforced Plastic (GRP) panels were used as permanent formwork on a highway construction project.
1 October 2012
CROSS Safety Report
Report ID: 342
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