BRD/Specific/TBT-BRD-013

Post-Tensioned Bridge Safety

Bridges & Structures › Specific › Post-Tensioned Bridge Safety

Presenter		Project
Location		Date

Post-tensioning applies compressive force to concrete bridge elements using high-strength steel tendons.
Tendons are stressed to forces of hundreds of tonnes using hydraulic jacks after the concrete has hardened.
A tendon failure or anchor blowout during stressing releases stored energy with explosive force.
Exclusion zones behind the stressing jack and anchor must be maintained during every stressing operation.
Only trained and certified operatives should operate stressing jacks and monitor the stressing procedure.
The stressing sequence must follow the design specification to avoid eccentric loading and cracking.
Grout injection into ducts after stressing protects tendons from corrosion — voids compromise durability.
Cutting into post-tensioned elements during future maintenance risks severing a live tendon.
Tendon elongation measurements during stressing must match the predicted values within tolerance.
Post-tensioning equipment including jacks, pumps, and gauges must be calibrated and certified.

Explosive energy	A tendon at stressing load stores enormous energy — failure causes anchor ejection at lethal velocity.
Structural integrity	Incorrect stressing sequence or grout voids compromise the bridge's structural capacity and long-term durability.
Future hazard	Live tendons hidden in concrete create a permanent hazard for anyone cutting into the structure in future.

Don't

Maintain exclusion zones behind the stressing jack and at the dead-end anchor during stressing
Ensure only certified PT operatives operate the stressing jacks and monitor the procedure
Follow the designed stressing sequence exactly to prevent eccentric loading and cracking
Measure tendon elongation at each stressing stage and compare with predicted values
Verify that all stressing equipment is calibrated and within its certification period
Grout ducts fully after stressing to protect tendons from corrosion
Record all stressing data including force, elongation, and any anomalies for the quality file
Brief the stressing team on the specific tendon layout, sequence, and exclusion zones
Mark post-tensioned elements permanently so future workers know tendons are present
Inspect anchor zones and concrete surfaces for cracking during and after stressing

DON'T stand behind or near the stressing jack during the tensioning operation
DON'T deviate from the approved stressing sequence without structural engineer approval
DON'T use stressing equipment that is overdue for calibration or shows signs of damage
DON'T stress tendons if elongation readings are outside the specified tolerance range
DON'T leave grout voids in post-tensioning ducts — they compromise long-term durability
DON'T allow unqualified persons to operate stressing jacks or monitor the procedure
DON'T ignore cracking in the anchor zone — it may indicate overstress or design issues
DON'T cut, drill, or break into post-tensioned concrete without knowing the tendon layout
DON'T release the stressing load suddenly — controlled de-tensioning is required
DON'T skip quality records — stressing data is essential for the bridge's lifetime management

See also: Post-Tensioning Safety | Bridge Construction Safety Awareness

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