Hongqi bridge collapses in Sichuan after landslide; no casualties

Lead

On Tuesday a recently completed section of the 758-metre Hongqi highway bridge in Maerkang, Sichuan Province, collapsed after a mountainside landslide struck the structure. Authorities say the bridge had been closed to traffic the previous day after engineers detected cracks and slope movement. Footage from the scene shows part of the span breaking away and plunging into the river below, scattering rubble across the valley. Local officials reported no casualties, saying the proactive closure prevented any injuries.

Key takeaways

  • The Hongqi bridge is 758 metres long and was finished earlier this year by Sichuan Road & Bridge Group.
  • Officials closed the span on Monday afternoon after engineers observed cracks and terrain shifts above the bridge.
  • The collapse occurred on Tuesday when a weakened mountainside produced landslides that destroyed an approach section and the roadbed.
  • Video shows debris impacting the bridge and a large dust plume as a section fell into the river; emergency responders reported no casualties.
  • The damaged section formed part of a national highway designed to improve links between Sichuan and the Tibetan Plateau.
  • Local government statements attribute the immediate trigger to rapid deterioration of slope stability rather than traffic loading.

Background

The Hongqi span was built as part of a national highway intended to ease travel between central Sichuan and Tibet, a route where rugged terrain and frequent geologic activity create engineering challenges. Sichuan Road & Bridge Group completed the project earlier this year and publicised the milestone in a contractor video on social media. The Maerkang area sits in a seismically active, mountainous region with a history of slope failures and seasonal landslides during heavy rains.

Large infrastructure works in this part of China routinely face tight timetables and complex logistics: supply chains, terrain stabilisation and weather windows are all factors. Local authorities and engineering teams monitor slopes and roadbeds, and in this case reported detecting cracks and ground movement that prompted a precautionary closure on Monday. That closure appears to have prevented vehicles and people from being on the bridge at the time of collapse.

Main event

According to local officials, on Tuesday afternoon the mountainside above the bridge gave way as instability accelerated, triggering landslides that removed an approach span and part of the roadbed. Video circulating from the scene shows a sudden impact of debris against the structure, followed by a section breaking and falling into the river below while dust and rubble spread across the valley.

Police had closed the bridge the day before after engineers observed cracks on adjacent slopes and detected shifts in mountain terrain; those observations led to traffic being stopped Monday afternoon. Local government statements say the closure decision was taken immediately upon detection of those signs. By Tuesday the slope movement intensified, producing the failure that destroyed the approach and severed the highway link.

Emergency crews secured the area and inspected remaining spans for safety; initial reports emphasise that no injuries or fatalities were recorded because the bridge was not open to traffic. The contractor’s earlier completion post and the rapid public distribution of collapse video have drawn immediate scrutiny of the sequence of monitoring, warning, and closure actions that preceded the failure.

Analysis & implications

The incident highlights the acute vulnerability of large-span highway links in seismically and geologically active mountain belts. Where infrastructure crosses unstable slopes, geotechnical monitoring and conservative closure thresholds can prevent casualties but do not eliminate the risk of structural loss. In this case, officials acted to close the bridge after detecting early warning signs; the absence of casualties underscores the effectiveness of that precautionary decision.

Economically, the destroyed approach will disrupt a key corridor connecting Sichuan’s interior to highland regions, affecting freight and passenger movement until repairs or a replacement section is completed. The bridge formed part of efforts to shorten travel times and to support regional development; rebuilding will require mobilising heavy equipment and slope-stabilisation works under difficult access conditions, which can extend timelines and increase costs.

Politically and administratively, the collapse will raise questions about design margins, ground-investigation adequacy, and the contractor’s and regulators’ handling of early warning signs. While the proximate cause reported by officials is a rapid landslide, investigators will likely examine whether slope reinforcement, drainage, or construction sequencing met required standards. The event may prompt tighter oversight for future mountain-span projects across similar corridors.

Comparison & data

Item Detail
Bridge length 758 metres
Completion Earlier this year (contractor announcement)
Closure before collapse Monday afternoon (engineers detected cracks)
Casualties None reported
Primary cause (local officials) Mountainside landslide and slope instability

Compared with typical highway bridge failures, this event is unusual in that monitoring detected warning signs and the structure was closed before collapse, preventing loss of life. However, the physical destruction of a recently completed section raises questions about initial site characterisation and the adequacy of slope mitigation measures given regional geomorphology.

Reactions & quotes

Local officials described the sequence of detection and closure as decisive and credited the precaution with avoiding casualties. Their public statement frames the collapse as the direct result of rapidly worsening instability on the day of failure.

“The closure decision was taken as soon as the cracks and ground movement were detected.”

Maerkang local government (official statement)

The contractor, Sichuan Road & Bridge Group, had earlier posted completion footage of the project on social media; company representatives have said they are cooperating with inspections. Analysts note that contractor publicity of completion milestones is common but does not replace ongoing geotechnical monitoring once a road is open to traffic.

“We are cooperating with authorities and assisting with inspections to determine the sequence of events.”

Sichuan Road & Bridge Group (company statement)

Residents and independent observers emphasised the dramatic nature of the video while praising officials for the precautionary closure that kept people safe. Local users sharing footage expressed concern about future repairs and the potential for further slope movement in the valley.

“The footage shows how quickly a slope can fail — we are grateful no one was on the bridge.”

Local resident (shared statement)

Unconfirmed

  • The extent to which design or construction defects versus extraordinary geologic loading caused the collapse has not been publicly confirmed by independent investigators.
  • At this stage there is no publicly released forensic engineering report attributing failure to a specific structural weakness.

Bottom line

The Hongqi bridge collapse is a stark example of how quickly geologic processes can overwhelm infrastructure in mountainous regions. Prompt detection of cracks and immediate closure likely averted casualties, but the loss of a recently completed highway section will have immediate transport and economic consequences for the corridor connecting Sichuan and the Tibetan Plateau.

Investigations now need to determine whether remediation of slopes, additional monitoring, or design changes are required before reopening or rebuilding. The episode is likely to prompt closer scrutiny of similar projects in geologically sensitive terrain and may influence future standards for monitoring and risk mitigation.

Sources

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