“Leaning Tower” Incident After Anchor Bolt Failure in Sydney
- Meagan Wood

- Jun 25, 2025
- 3 min read
30-Second Takeaway
Around 200 residents were evacuated and traffic disrupted in Carlingford, north-west Sydney, after a low-top tower crane developed a dangerous lean when two foundation anchor bolts failed. The incident followed high winds across the city on Wednesday. Emergency services secured the area while work was halted. The crane manufacturer, Jaso, has confirmed the fault is not attributable to the crane’s structure.
Incident Overview
An unsafe tower crane condition developed on Wednesday June 25th in Carlingford, on the north-west side of Sydney, Australia, after two foundation anchor bolts failed, causing the crane to lean at a hazardous angle.
As a precaution:
Around 200 residents were evacuated
Roads and traffic in the area were disrupted
All work stopped immediately
Fire and Rescue NSW attended the scene to manage public safety
The crane remains out of service pending stabilisation or dismantling.
What Is Known
Location: Carlingford, NSW, Australia
Crane type: Low-top tower crane
Failure: Two foundation anchor bolts
Impact: Crane leaning at an unsafe angle
Evacuations: Approximately 200 people
Injuries: None reported
Emergency crews focused on securing the crane and maintaining exclusion zones while engineers assessed the situation.
Wind Conditions and Structural Context
High winds were reported across Sydney on Wednesday, with gusts approaching 100 km/h (≈60 mph).
While wind loading is being cited as a contributing factor, tower cranes installed on properly designed and constructed foundations are typically engineered to withstand substantially higher wind forces when in a parked or weathervaning condition.
At this stage, it remains unclear whether the anchor bolts:
Fractured / failed, or
Were pulled out of the concrete foundation
Both scenarios will require different investigative conclusions.
Foundation and Anchor Design Considerations
Tower crane foundations are designed using:
Manufacturer-provided load cases and force calculations
Local geotechnical data
National and regional construction standards
Site-specific conditions such as groundwater, soil strength, and nearby excavation
Anchor bolt performance depends not only on bolt strength, but also on:
Embedment depth
Concrete quality
Installation accuracy
Torque and tensioning
Ongoing inspection
Manufacturer Statement Jaso
Following the incident, Jaso, the crane manufacturer, issued the following statement:
“As the manufacturer, we can confirm that the origin of the fault is not attributable to the crane itself. The disassembly has verified that the structural components of the crane, along with their calculations, are accurate and free of any defects.”
This confirms that no structural or design defect has been identified in the crane itself.
Investigation Status
Investigations are expected to focus on:
Anchor bolt specification and installation
Foundation design and construction
Concrete integrity and curing
Wind exposure and crane configuration at the time
Compliance with engineering and inspection requirements
Work will not resume until the crane is either fully stabilised or dismantled.
Why Incidents Like This Can Occur
Tower crane instability incidents related to foundations can occur due to:
Improper anchor installation or torqueing
Concrete defects or insufficient curing
Design assumptions not matching site conditions
Undetected degradation or corrosion
Construction changes affecting load paths
Wind loads can expose weaknesses but are rarely the sole cause when foundations are correctly executed.
Industry Reminder
Tower crane foundations are as critical as the crane itself. When anchor systems fail, the consequences extend beyond the site boundary into surrounding communities.
This incident reinforces the importance of foundation quality, anchor integrity, and engineering discipline, particularly in urban environments.
Editorial Note
Crane Hub Global reports on crane incidents to support industry awareness, technical understanding, and prevention. Apparent causes are clearly identified where official findings are pending. This article will be updated as verified information becomes available.

How Incidents Like This Can Be Prevented
Verified Foundation Construction
Foundation construction must strictly follow engineered drawings, including concrete strength, curing time, and anchor placement.
Anchor Bolt Installation and Testing
Critical anchor bolts should be:
Installed by qualified personnel
Torqued and documented
Verified before crane erection
Independent Engineering Sign-Off
Third-party verification of foundation works adds an additional layer of risk control.
Ongoing Monitoring
Foundation and anchor systems should be periodically inspected, particularly after extreme weather events.
Conservative Wind Management
Clear wind action plans should define when cranes must be parked, tied down, or operations stopped.
































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