moc.tfiletercnoccb%40ofni

778-732-5052

moc.tfiletercnoccb%40ofni

778-732-5052

CASE STUDY

Bridge Approach Lift & Stabilization

Re-Creating a Safe Transition Without Full Reconstruction

EXPLORE

PROJECT OVERVIEW

Re-Creating a Safe Transition Without Full Reconstruction:

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    Location:

    Bridge Approach – High-Traffic Transportation Route

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    Service Type: 

    Structural Lifting & Soil Stabilization

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    Method: 

    Hydraulic Jacking + Polyurethane Injection

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    Material Used: 

    19.5 m³ High-Density Polyurethane

Over time, the bridge approach experienced significant settlement where the roadway meets the bridge deck. While the bridge remained structurally supported on piles, the hinged approach slab had dropped beyond its intended range. This created a harsh elevation change resulting in a noticeable “jump” for vehicles and increased stress at the joint.
With this being a high-traffic route, shutting down the bridge for traditional reconstruction was not a viable option.

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The Challenge

    Unsafe transition for pedestrian and cyclists

    Progressive settlement beneath the slab

    Void development under the approach

    Limited access and tight working conditions

    Need to minimize traffic disruption

The settlement created a sudden elevation change that increased vehicle impact stress and posed a safety hazard for daily traffic.

The Solution

We implemented a targeted lifting and stabilization strategy using:

    Hydraulic Jacking + Structural Polyurethane Injection.

The slab was carefully lifted in a controlled sequence to re-establish the correct elevation at the bridge hinge point. Once aligned, high-density polyurethane was injected beneath the slab to:

    Fill existing voids

    Stabilize underlying soils

    Provide immediate structural support

    Lock the slab into position

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    Material Used: 

    19.5 cubic meters of polyurethane

Restored correct elevation at the bridge hinge point while permanently stabilizing the subgrade beneath the slab.

BEFORE

Illustration

AFTER

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Execution in the Field

Precision lifting with continuous monitoring

    Injection performed in stages for uniform support

    Work completed while maintaining partial traffic flow

    Rapid cure allowed for quick return to service.

Additional Erosion Control (Underside Stabilization):

To further protect the structure, erosion control measures were installed beneath the bridge:

    Wire mesh framework installed along the south side

    Foundation spray foam applied to create a reinforced barrier

This system helps:

    Prevent ongoing soil erosion

    Maintain subgrade integrity

    Improve long-term performance of the repair

The Results

    Smooth, safe transition restored

    Elimination of vehicle impact at the joint

    Immediate load-bearing support achieved

    Extended lifespan of the bridge approach

A critical transportation route was restored to safe, reliable service without full demolition or reconstruction.

Why This Solution Worked

    Minimal Downtime: Completed in 2 days per section

    Cost Savings: Avoided full removal and reconstruction

    Lightweight Material: No added stress to unstable soils

    Non-Invasive: No major excavation required

    All-Weather Application: Flexible installation conditions

Project Impact

This project demonstrates how precision lifting and polyurethane stabilization can solve complex infrastructure settlement issues quickly and safely—keeping essential transportation routes open while delivering long-term structural performance.